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Phone:(360)403-4603 Ext. LICENSE#:SYNERC1101JQ EXPA/18/2012 Email: Email: CONTRACTORPLUMBING CONTRACTOR Lic#: I;x Lic#: Ex : I DESCRIPTION FIRE STATION EXPANSION, 1ST FL 6991 SQ.FT.,2ND FL 2210.08. VALUATION: $502,358 PERMIT TYPE:Commercial PERMIT GROUP:Alteration/Remodel Interior NUMBER OF STORIES:2 TYPE OF CONSTRUCTION:V-B NUMBER OF DWELLING UNITS:0 1OCCUPANT GROUP:R-2 S-1,B CODE:2006 OCCUPANT LOAD: EXISTING AREA PROPOSED ARLA BASEMENT:0 1ST FLOOR:4537 2ND FLOOR:0 BASEMENT:0 IST FLOOR:2359 2ND FLOOR:2230 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:_0 FRONTSETBACK SIDEt . REARSETBACK REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O I REQUIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Z�Llz zelt, ]g re Print Name Date Released By Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/I13C110/IRC110. ARCHIVE APPLICANT ASSESSOR OTHER BILD20090116 CONDITIONS • FYI per Tom C: 1.Location of FDC to be determined. 2. Provide 2 ABC type fire extinguishers on both levels. • FYI's per C.Y. Provide UL Assembly number and or other verifying compliance with fire partitions All doors in corridors on second floor required to be solid core and/or 20-minute rated Hose bibbs required to be AVB or PVB Commissioning report/system balancing required Headers @ grids 3 and 4 are inconsistent with the Architecturals PERMIT FEES Date Description Fee Amount Paid Balance Due 6/8/2009 C-Plumbing Permit Fee $327.00 ($327.00) $0.00 6/8/2009 C-Mechanical Permit Fee $143.00 ($143.00) $0.00 6/8/2009 C-Building Permit Fee $3,959.25 ($3,959.25) $0.00 6/8/2009 C-Building Plan Review Fee $2 574.00 6/8/2009 C-State Building Code Surcharge $4.50 ($4.50) $0.00 Total Due: $7,007.75 ($7,007.75) $0.00 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection f being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None t t.' Christopher Young From: Eric Scott Sent: Monday, September 20, 2010 9:03 AM To: Paul Ellis Cc: Christopher Young; Launa Rupert; Sonya Blacker Subject: RE: Arlington FS Retaining Wall SSK Attachments: FW: Arlington FS Retaining Wall SSK Paul, I looking over the calcs some initial observations I have are: 1) Geotech report dated June 2, 2003 does not give retaining wall recommendations for passive and active pressure, as well as a temp cut slope minimum. The calcs do not indicate where these values came from. I would like to see a supplemental letter from the geotech outlining these recommendations. 2) The detail is assuming a near vertical cut in the slope behind the wall. This may not be achievable, and I believe any vertical cut greater than 4' high is required to have temp shoring. Chris may be able to shed more light on that requirement. Is it the intent that temp shoring be contractors means and methods, and thus submitted as a deferred submittal for permit? 3) Calcs assume a 250 slope behind wall. Actual slope appears to be steeper. 4) They will need to apply for a Building Permit. 5) 1 am not able to check the structural calcs. If you have any questions or comments, let me know. Eric From: Quientin Sutter [mailto:quientin@carlettiarchitects.com] Sent: Thursday, September 16, 2010 11:35 AM To: Paul Ellis Cc: Eric Scott Subject: FW: Arlington FS Retaining Wall SSK Good Morning Paul, Attached is the added details and struc. calcs for the retaining wall at the fire station. Thanks. Quientin Sutter, LEED GA Project Manager ARLETTI rl ARCHITECTS P.S. ARCH17ECTUM INIERI4 2.Ce5IGN,&PLANNING www.carlettiarchitects.com Ph: 360-424-0394 ext.105 From: Pete Carletti [ma i Ito:peter@carlettiarchitects.com] Sent: Tuesday, September 14, 2010 1:20 PM To: Quientin Sutter(quientin@carlettiarchitects.com) Subject: FW: Arlington FS Retaining Wall SSK Peter J. Carletti, LEED Principal r' CARLETTI ARCHITECTS P.S. ARC.HITE'CTURt INTERIOR DESIGN,$PLANNIW www.carlettiarchitects.com Ph: 360-424-0394 ext.101 From: Craig Stainer [mailto:cstainer@dci-engineers.com] Sent: September 14, 2010 1:18 PM To: Pete Carletti Subject: Arlington FS Retaining Wall SSK Pete, Here is an updated SSK-01 and supporting calculations. Thanks, Craig Stainer Senior Project Manager—DO Engineers,Bellevue P:425.827.2238•cstainer dci-enaineers.com 2 0 0 0 0 � 00 t0 N N O m Z C W V 00 LU \ ik W II 0 cl — o O W z_ m 2 ~:� w W c[ � o �;B. J c, y' v�u7= z0 a z to o zy o W O o ¢ Na¢7d = LL _ _ 4 V U V V V z O O O O O O WLL O ~ OO LL W z ao ao N �o o O 1 u Q O a a sj cc �g LL z W O O O O m m CC V — - - f Nz,„E 5 > ��Z ��- W Y N of t5W>Wm A N _ ! om3U^ w 4 0 0 0 0 ? x N N N N 0 Q O O O O LL N M � O I 0 a W o J o Zx ox oo � W Z CD w zw ww I a E ow Z y d d N H N H N ¢V U K ND �d Pw OD O )� O O V O O 4 W �Y W pJ H W H� m!r m pe Q ;0 0�� oWo Z,(n c�- if10 0� C�a �o� Z w V) J= >w0 a tz--�n �W - - �Z z� W ®® ® Q J J\ 01-d ~Lw O� O? O? z J 0 w .4m�� W i NIN �1�1 ♦ . p V/ W Y Rim .s V) w = 03HOS W i13d 13HEli Zy 2l10 \ £ I-- H Z aM NIW „9-J V No MDCV`1� f, ��C':1 f✓ Everett 13n:Kane cyan Arlington Fire Station Remodel Arlington, Washington Site Retaining Wall Structural Calculations Prepared for: Carletti Architects E. �4�'�or' �V,Asy 9, I �f 2975 � 'A.L September 14, 2010 DCI Job #08-21-067 Prepared By: DCI ENGINEERS 10900 NE 4T" STREET, SUITE 1200 BELLEVUE, WASHINGTON 98004 �- ., �` I Y I L. �� •- =D c l Project No. Sheet No. Project ��L,I A �,_. 6 S Date S ubject 7 ITC— Re-M J I O A-LA, BY Cfi:� ZLWC- cue (Cx) TT Ath� LE D%l ►J �RdII�F �"S'6cL ,quA"� 6 Gt = t Sb PS Co S of Ctj;0<1 CUB 1 Q�s +q Pry sS�2E W, -5v �s ��- _ CK ►it, = 1.1I . . r I i 1 .��, =D C I Project No. Sheet No. enc; inEe � s Project . q Dated Subject B)S 00 sD MAT �2-oco �0 D :,: � �> I DCI - ENGINEERS o D AMATO CONVERSANO INC. Cantilevered Retaining Wall Design Project Number: 08-21-067 Project: Arlington Fire Station I Subject: Site Wall I b � 'LA- Date: 9/14/2010 9:59 By: CAS Inputs Wall Height(H)= 11 00 ft Wall Thickness at Top(b)= 10.00 in. Batter at Bottom of Wall= 0.00 in. Footing Thickness(tf)= 12.00 in. Footing Width, B= 7.33 ft. Heel Width (Heel)= 2.00 ft. Toe Width(Toe)= 4.50 ft. Depth of Shear Key= 4.00 ft. Active Soil Unit Weight= 120.00 pcf Passive Soil Unit Weight= 120.00 pcf Active soil eq.fl density= 54.00 pcf Passive soil eq. fl density= 250.00 pcf Surcharge height(h')= 0.00 ft. Stability Check Exposed Wall, Heel Side= 0.50 ft. Exposed Wall,Toe Side= 10.50 ft. Active Soil Pressure= 3571 lbs. Coefficient of Sliding Friction= 0.35 Active Pressure Moment Arm= 3.833 ft. Allowable Bearing Press_= 1500 psf Passive Soil Pressure= 3781 lbs. Axial Load on Wall= 0 lbs. Applied Overturning Moment= 13688 ft-lbs Axial Load Eccentricity= 0.00 in. Friction Force= 2018 lbs. F.S.Overturning= 2.18 OK Resisting Moment F.S.Sliding Without Passive= 0.57 NG F.S. Sliding With Passive= 1.62 OK Resisting Segment Weight Moment Arm Moment Wall Design Forces Wall(Primary) 1375 lbs. 4.917 ft. 6760 ft-lbs 'Wall(Batter) 0 lbs. 5.333 ft. 0 ft-lbs Wall Moment, Mu= 17712 ft-lbs Key 500 lbs. 4.917 ft. 2458 ft-lbs Wall Shear,Vu(At d Away)= 4363 lbs. Footing 1100 lbs. 3.667 ft. 4033 ft-lbs Active Soil 2520 lbs. 6.333 ft. 15960 ft-lbs Footing Toe Design Forces Passive Soil 270 lbs. 2.250 ft. 608 ft-lbs 'Wall Load 0 lbs. 4.917 ft. 0 ft-Ibs Soil Pressure at Face of Toe= 659 psf Total 5765 lbs. 29820 ft-Ibs Toe Moment, Mu= 17846 ft-lbs Bearing Pressure(At d Away)= 796 psf Soil Bearing Pressure Check Toe Shear,Vu= 6066 lbs. OK Moment Arm of Resultant= 2.798 ft. FOotincl Heel Design Forces Third point= 2.444 ft. Maximum Bearing Pressure= 1345 psf Heel Width= 2.00 ft. Minimum Bearing Pressure= 228 psf Heel Moment, Mu= 4116 ft-lbs F.S. Bearing= 1,12 OK Heel Shear,Vu= 4116 lbs. OK 1 ,., I r ,.� DCI ENGINEERS D ' AMATO CON VERSANO INC. Cantilevered Retaining Wall Design Project Number: 08-21-067 I Project: Arlington Fire Station U Ai-L-1 Subject: Site Wall Date: 9/14/2010 9:59 By: CAS Vertical Exterior Wall Reinforcing Footing Bottom (Toe) Reinforcement Wall Concrete(fc)= 4000 psi Footing Concrete Strength(fc)= 4000 psi Wall Reinforcing(fy)= 60000 psi Footing Reinforcing Strength(fy)= 60000 psi Cover= 2.00 in. Cover= 3.00 in. Bar Size= #5 Bar Size=#5 Bar Area= 0.310 sq. in. Bar Area= 0.310 sq. in. Bar Spacing= 6.00 in. Bar Spacing= 6.00 in. As Provided= 0.620 sq. in./ft. As Provided= 0.620 sq. in./ft. Bar Diameter= 0.63 in. Bar Diameter= 0.63 in. d= 7.69 in. d= 8.69 in. a/2= 0.46 in. a/2= 0.46 in. As Required(Strength)= 0.544 sq. in./ft. OK As Required(Strength)= 0.482 sq.in./ft. OK As Minimum(Code) = 0.308 sq. in./ft. OK As Minimum(Code)= 0.348 sq.in./ft. OK Footing Top(Heel) Reinforcement Footing Concrete(fc)= 4000 psi Footing Reinforcing(fy)= 60000 psi Cover= 3.00 in. Bar Size=#4 Bar Area= 0.200 sq. in. Bar Spacing= 14.00 in. As Provided= 0.171 sq. in./ft. Bar Diameter= 0.50 in. d= 8.75 in. a/2= 0.13 in. As Required(Strength)= 0.106 sq. in/ft OK As Minimum(Code)= 0.168 sq. in./ft. OK I _ I I 1 DCI ENGINEERS t D ' AMATO C0NVERSAN0 I N C. Cantilevered Retaining Wall Design Project Number: 08-21-067 Project: Arlington Fire Station {, 4✓ Subject: Site Wall Date: ## Ikkl►#J # By: CAS Inputs Wall Height(H)= 9.00 ft. Wall Thickness at Top(b)= 10.00 in. Batter at Bottom of Wall= 0.00 in. Footing Thickness(tf)= 12.00 in. Footing Width, B= 5.83 ft. Heel Width(Heel)= 2.00 ft. Toe Width(Toe)= 3.00 ft. Depth of Shear Key= 2.75 ft. Active Soil Unit Weight= 120.00 pcf Passive Soil Unit Weight= 120.00 pcf Active soil eq. fl density= 54.00 pcf Passive soil eq.fl density= 250.00 pcf Surcharge height(h')= 0.00 ft. Stability Check Exposed Wall, Heel Side= 0.50 ft. Exposed Wall,Toe Side= 8.50 ft. Active Soil Pressure= 2437 lbs. Coefficient of Sliding Friction= 0.35 Active Pressure Moment Arm= 3.167 ft. Allowable Bearing Press. = 1500 psf Passive Soil Pressure= 2258 lbs. Axial Load on Wall= 0 lbs. Applied Overturning Moment= 7716 ft-lbs Axial Load Eccentricity= 0.00 in. Friction Force= 1597 lbs. F.S.Overturning= 2.29 OK Resisting Moment F.S.Sliding Without Passive= 0.66 NG F.S. Sliding With Passive= 1.58 OK Resisting Segment Weight Moment Arm Moment Wall Design Forces Wall(Primary) 1125 lbs. 3.417 ft. 3844 ft-lbs Wall(Batter) 0 lbs. 3.833 ft. 0 ft-lbs Wall Moment, Mu= 9396 ft-lbs Key 344 lbs. 3.417 ft. 1174 ft-lbs Wall Shear,Vu(At d Away)= 2757 lbs. Footing 875 lbs. 2.917 ft. 2552 ft-lbs Active Soil 2040 lbs, 4.833 ft. 9860 ft-lbs FootingToe Design Forces Passive Soil 180 lbs. 1.500 ft. 270 ft-lbs Wall Load 0 lbs. 3.417 ft. 0 ft-lbs Soil Pressure at Face of Toe= 766 psf Total 4564 lbs. 17700 ft-Ibs Toe Moment, Mu= 8327 ft-lbs Bearing Pressure(At d Away)= 947 psf Soil Bearing Pressure Check Toe Shear,Vu= 3850 lbs. OK Moment Arm of Resultant= 2.188 ft. Footing Heel Design Forces Third point= 1.944 ft. Maximum Bearing Pressure= 1369 psf Heel Width= 2.00 ft. Minimum Bearing Pressure= 196 psf Heel Moment, Mu= 3444 ft-lbs F.S. Bearing= 1.10 OK Heel Shear,Vu= 3444 lbs, OK _ � 1 �4 V rDCITN �, INEERS D AMATO CONVLRSANO INC. Cantilevered Retaining Wall Design Project Number: 08-21-067 Project: Arlington Fire Station l ' Subject: Site Wall Date: #########tg# By: CAS Vertical Exterior Wall Reinforcing Footing Bottom (Toe) Reinforcement Wall Concrete(fc)= 4000 psi Footing Concrete Strength(fc)= 4000 psi Wall Reinforcing (fy)= 60000 psi Footing Reinforcing Strength(fy)= 60000 psi Cover= 2.00 in. Cover= 3.00 in. Bar Size=#5 Bar Size=#5 Bar Area= 0.310 sq. in. Bar Area= 0.310 sq. in. Bar Spacing= 12.00 in. Bar Spacing= 12.00 in. As Provided= 0.310 sq. in./ft. As Provided= 0.310 sq. in./ft. Bar Diameter= 0.63 in. Bar Diameter= 0.63 in. d= 7.69 in. d= 8.69 in. a/2= 0.23 in. a/2= 0.23 in. As Required (Strength)= 0,280 sq. in./ft, OK As Required(Strength)= 0.219 sq. in./ft. OK As Minimum(Code)= 0.308 sq. in./ft. OK As Minimum(Code)= 0.292 sq. in./ft. OK Footing Top(Heel) Reinforcement Footing Concrete(rc)= 4000 psi Footing Reinforcing(fy)= 60000 psi Cover= 3.00 in. Bar Size= #4 Bar Area= 0.200 sq. in, Bar Spacing= 14.00 in. As Provided= 0.171 sq. in./ft. Bar Diameter= 0.50 in. d= 8.75 in. a/2= 0.13 in. As Required(Strength)= 0,089 sq. in/ft. OK As Minimum(Code)= 0.168 sq. in./ft, OK �� I - I I � DCI ENGINEERS D AMATO CO NVE RSA NO INC. Cantilevered Retaining Wall Design Project Number: 08-21-067 A.-u Project: Arlington Fire Station Subject: Site Wall Date: f#llt# By: CAS Inputs Wall Height(H)= 7.00 ft. Wall Thickness at Top(b)= 10.00 in. Batter at Bottom of Wall= 0.00 in. Footing Thickness(tf)= 12.00 in. Footing Width, B= 4.83 ft. Heel Width(Heel)= 2.00 ft. Toe Width(Toe)= 2.00 ft. Depth of Shear Key= 1.50 ft. Active Soil Unit Weight= 120.00 pcf Passive Soil Unit Weight;= 120.00 pcf Active soil eq.fl density= 54.00 pcf Passive soil eq. fl density= 250.00 pcf Surcharge height(h')= 0.00 ft. Stability Check Exposed Wall, Heel Side= 0.50 ft. Exposed Wall,Toe Side= 6.50 ft. Active Soil Pressure= 1519 lbs. Coefficient of Sliding Friction = 0.35 Active Pressure Moment Arm= 2.500 ft. Allowable Bearing Press. = 1500 psf Passive Soil Pressure= 1125 lbs. Axial Load on Wall= 0 lbs. Applied Overturning Moment= 3797 ft-lbs Axial Load Eccentricity= 0.00 in. Friction Force= 1214 lbs. F.S.Overturning= 2.74 OK Resisting Moment F.S. Sliding Without Passive= 0.80 NG F.S.Sliding With Passive= 1.54 OK Resisting Segment Weight Moment Arm Moment Wall Design Forces Wall(Primary) 875 lbs, 2.417 ft. 2115 ft-lbs Wall (Batter) 0 lbs, 2.833 ft. 0 ft-lbs Wall Moment, Mu= 4202 ft-lbs Key 188 lbs. 2.417 ft. 453 ft-lbs Wall Shear,Vu(At d Away)= 1518 lbs. Footing 725 lbs. 2.417 ft. 1752 ft-lbs Active Soil 1560 lbs. 3.833 ft. 5980 ft-lbs Footing Toe Design Forces Passive Soil 120 lbs. 1.000 ft. 120 ft-lbs Wall Load 0 lbs- 2.417 ft. 0 ft-lbs Soil Pressure at Face of Toe= 795 psf Total 3468 lbs. 10420 ft-lbs Toe Moment, Mu= 3280 ft-lbs Bearing Pressure(At d Away)= 963 psf Soil Bearing Pressure Check Toe Shear,Vu= 1845 lbs. OK Moment Arm of Resultant= 1.910 ft. Footing Heel Design Forces Third point= 1.611 ft. Maximum Bearing Pressure= 1169 psf Heel Width= 2.00 ft. Minimum Bearing Pressure= 266 psf Heel Moment, Mu= 2772 ft-lbs F.S.Bearing= 1.28 OK Heel Shear,Vu= 2772 lbs. OK "`— C . .r DCI EIS CINEERS D AMATO CO N V ERSAN O INC. Cantilevered Retaining Wall Design Project Number: 08-21-067 Project: Arlington Fire Station Subject: Site Wall Date: #1� By: CAS Vertical Exterior Wall Reinforcing Footing Bottom (Toe) Reinforcement Wall Concrete(fc)= 4000 psi Footing Concrete Strength(fc)= 4000 psi Wall Reinforcing(fy)= 60000 psi Footing Reinforcing Strength(fy)= 60000 psi Cover= 3.00 in. Cover= 3.00 in. Bar Size=#5 Bar Size= #5 Bar Area= 0.310 sq. in. Bar Area= 0.310 sq. in. Bar Spacing= 16.00 in. Bar Spacing= 16.00 in. As Provided = 0.233 sq. in./ft. As Provided= 0.233 sq. in./ft. Bar Diameter= 0.63 in. Bar Diameter= 0.63 in. d= 6.69 in. d= 8.69 in. a/2= 0.17 in. a/2= 0.17 in. As Required(Strength)= 0.143 sq. in./ft. OK As Required(Strength)= 0.086 sq. in./ft. OK As Minimum(Code)= 0.207 sq. in./ft. OK As Minimum(Code)= 0.207 sq. in./ft. OK Footing Top(Heel) Reinforcement Footing Concrete(fc)= 4000 psi Footing Reinforcing(fy)= 60000 psi Cover= 3.00 in. Bar Size= #4 Bar Area= 0.200 sq. in. Bar Spacing= 14.00 in. As Provided= 0.171 sq. in./ft. Bar Diameter= 0.50 in. d= 8.75 in. a/2= 0.13 in. As Required(Strength)= 0.071 sq. in./ft. OK As Minimum(Code)= 0.168 sq. in./ft. OK . i I 1 DCI - ENGINEERS D AMATO CONVrRSANO INC. Cantilevered Retaining Wall Design Project Number: 08-21-067 Project: Arlington Fire Station Subject: Site Wall Date: 9/14/2010 10:13 } By: CAS rtu lu Inputs Wall Height(H)= 5.00 ft. Wall Thickness at Top(b)= 10.00 in. Batter at Bottom of Wall= 0.00 in. Footing Thickness(tf)= 12.00 in. Footing Width, B= 3,33 ft. Heel Width(Heel)= 2.00 ft. Toe Width(Toe)= 0.50 ft. Depth of Shear Key= 1.00 ft. Active Soil Unit Weight= 120.00 pcf Passive Soil Unit Weight= 120.00 pcf Active soil eq.fl density= 54.00 pcf Passive soil eq,fl density= 250.00 pcf Surcharge height(h')= 0.00 ft. Stability Check Exposed Wall, Heel Side= 0.50 ft. Exposed Wall,Toe Side= 4.50 ft. Active Soil Pressure= 817 lbs. Coefficient of Sliding Friction= 0.35 Active Pressure Moment Arm= 1,833 ft. Allowable Bearing Press. = 1500 psf Passive Soil Pressure= 781 lbs. Axial Load on Wall= 0 lbs. Applied Overturning Moment= 1497 ft-lbs Axial Load Eccentricity= 0.00 in. Friction Force= 826 lbs. F.S.Overturning= 2.70 OK Resisting Moment F.S.Sliding Without Passive= 1.01 NG F.S. Sliding With Passive= 1.97 OK Resisting Segment Weight Moment Arm Moment Wall Design Forces Wall(Primary) 625 lbs. 0.917 ft. 573 ft-lbs Wall(Batter) 0 lbs. 1.333 ft. 0 ft-lbs Wall Moment, Mu= 1394 ft-lbs Key 125 lbs. 0.917 ft. 115 ft-lbs Wall Shear,Vu(At d Away)= 645 lbs. Footing 500 lbs. 1.667 ft. 833 ft-lbs Active Soil 1080 lbs. 2.333 ft. 2520 ft-lbs Footing Toe Design Forces Passive Soil 30 lbs. 0,250 ft. 8 ft-lbs Wall Load 0 lbs. 0.917 ft. 0 ft-lbs Soil Pressure at Face of Toe= 1231 psf Total 2360 lbs. 4048 ft-Ibs Toe Moment, Mu= 277 ft-lbs Bearing Pressure(At d Away)= 1635 psf Soil Bearinq Pressure Check Toe Shear,Vu= -997 lbs. OK Moment Arm of Resultant= 1.081 ft. Footing Heel Design Forces Third point= 1.111 ft. Maximum Bearing Pressure= 1456 psf Heel Width= 2.00 ft. Minimum Bearing Pressure= 0 psf Heel Moment, Mu= 2100 ft-lbs F.S. Bearing= 1.03 OK Heel Shear,Vu= 2100 lbs. OK i ;,. rDCI ENGINEERS D AMATO C0NVERSAN0 1NC. Cantilevered Retaining Wall Design Project Number: 08-21-067 Project: Arlington Fire Station 1 � Subject: Site Wall J Date: 9/14/2010 10:13 By: CAS Vertical Exterior Wall Reinforcing Footinq Bottom (Toe) Reinforcement Wall Concrete(fc)= 4000 psi Footing Concrete Strength(fc)= 4000 psi Wall Reinforcing(fy)= 60000 psi Footing Reinforcing Strength(fy)= 60000 psi Cover= 3.00 in. Cover= 3.00 in. Bar Size= #5 Bar Size=#5 Bar Area= 0.310 sq. in. Bar Area= 0.310 sq. in. Bar Spacing= 16.00 in. Bar Spacing= 16.00 in. As Provided= 0.233 sq.in./ft., As Provided= 0.233 sq. in./ft, Bar Diameter= 0.63 in. Bar Diameter= 0.63 in. d= 6.69 in. d= 8.69 in. a/2= 0.17 in. a/2= 0.17 in. As Required(Strength)= 0.048 sq.in./ft. OK As Required(Strength)= 0.007 sq. in./ft. OK As Minimum(Code)= 0.207 sq.in./ft. OK As Minimum(Code)= 0.207 sq. in,/ft. OK Footin-g Top (Heel) Reinforcement Footing Concrete(fc)= 4000 psi Footing Reinforcing (fy)= 60000 psi Cover= 3.00 in. Bar Size= #4 Bar Area= 0.200 sq,in. Bar Spacing= 14.00 in. As Provided= 0.171 sq. in./ft. Bar Diameter= 0.50 in. d = 8.75 in. a/2= 0.13 in. As Required(Strength)= 0.054 sq. in./ft. OK As Minimum(Code)= 0.168 sq. in./ft. OK i, ''i .a II t 2006 Washin ton State Nonresidential EneLQyj Code Com liance Form Interior • • Summary LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address ARLINGTON FIRE STATION 46 ADDITION Date 3/19/2009 137 14ACLEOD AVENUE For Building Department Use ARLINGTON, WA RECEIVEE Applicant Name: K ENGINEERS INC. Applicant Address: 208 THIRD STREET, LYNDEN, WA 98264 ✓INI Z 8 `VUy Applicant Phone: (360) 354-4757 p Project Description Q New Building ® Addition R p ® Alteration ®Plans Included Indicate controls(Sections 1513)including commissioning requirements on plans. Compliance Option 0 Prescriptive Lighting Power Allowance Q Systems Analysis (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions Q No changes are being made to the lighting (check appropriate box-sec. 1132.3) Q Less than 60%of the fixtures new,installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Location Allowed (floor/room no.) Occupancy Description Watts per f?** Area in ff Allowed x Area First Floor Fire Station 1.00 2362.0 2362.0 Second Floor Fire Station 1.00 2362.0 2362.0 **From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 4724.0 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed First Floor Fluor. Troffer, 3 Lamp, 2' x 4' (Type A) 6 91.0 546.0 Fluor. Troffer, 3 Lamp, 2' x 2' (Type B) 9 55.0 495.0 Fluor. Troffer, 3 Lamp, 2' x 2' (Type C) 9 53.0 477.0 Fluor. Strip, 2 Lamp, 4' Long (Type H) 2 Exempt (Elect. Room) Fluor, Strip, 2 Lamp, 4' Long (Type H) 1 Exempt (Mech. Room) Fluor. Wraparound, 2 Lamp, 4" Long (Type J) 1 59.0 59.0 Fluor. Enclosed & Gasketed, 2 Lamp, 4" Long (Type K) 1 59.0 59.0 Fluor. Bathroom Bracket, 2 Lamp, 3' Long (Type L) 1 48.0 48.0 Fluor. Downlight, 2 Lamp, 18W (Type N) 2 36.0 72.0 Fluor. Downlight, 2 Lamp, 18W, Dimmable (Type P) 14 43.0 602.0 Exit Sign, LED (Type x c Y) 3 5.0 15.0 Emergency Lighting Unit (Type Z) Exempt Second Floor Fluor. Troffer, 3 Lamp, 2' x 2' (Type B) 16 55.0 880.0 Fluor. Troffer, 3 Lamp, 2' x 2' (Type C) 6 53.0 318.0 Fluor. Troffer, 2 Lamp, 2' x 4' (Type E) 5 59.0 295.0 Fluor. Troffer, 4 Lamp, 2' x 2' (Type F) 10 62.0 620.0 Fluor. Wraparound, 2 Lamp, 4" Long (Type J) 2 59.0 118.0 Fluor, Bathroom Bracket, 2 Lamp, 3' Long (Type L) 2 48.0 96.0 Exit Sign, LED (Type X s Y) 2 5.0 10.0 Emergency Lighting Unit (Type Z) Exempt Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4710.0 ���(�l0 //(a f �_ �, 2006 Washington State Nonresidential Energy Code Compliance Form Notes: 1.For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section 1530. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable, the wattage of current limiting devices or of the transformer. 3.List all fixtures.For exempt lighting,note section and exception number,and leave Watts/Fixture blank. 2006 Washington State Nonresidential Ln.W Code Compliance Form Interior • • Summary (back) LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Prescriptive Spaces Occupancy: 0 Warehouses,storage areas or aircraft storage hangers 0 Other Qualification Checklist Lighting [3 Check if 95%or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note:If occupancy type is"Other"and Fixtures: fixture answer is checked,the number of (Section 1.Fluorescent fixtures which are non-lensed with a)1 or 2 two lamps,b)refiecto fixtures in the space is not limited by Code. 1521) or louvers,c)5-60 watt T-1,T-2,T-4,T-5,T-8 lamps,and d)hard-wired elec- Clearly indicate these spaces on plans. If tronic dimming ballasts. Screw-in compact fluorescent fixtures do not qualify. not qualified,do LPA Calculations. 2.Metal Halide with a)reflector b)ceramic MH lamps-150w c)electronic balla ts 3.LED lights. TABLE 15-1 Unit Lighting Power Allowance LPA Use' LPA` W/s Use LW W/s Automotive facility 0.9 Office buildings,office/administrative areas in 1.0 facilities of other use types(including but not limited to schools hospitals, institutions,museums,banks, churches Convention center 12 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations` 1.0 Cafeterias,fast food establishments , 1.3 Post office 1.1 restaurants/bars5 Dormitory 1.0 Retail'",retail banking,mall concourses,wholesale 1.5 stores(pallet rack shelving) Exercise center 1.0 School buildings(Group E Occupancy only),school 1.2 classrooms.day care centers Gymnasia'.assembly s aces9 1.0 Theater,motion picture 1.2 Health care clinic 1.0 Theater,performing arts 1.6 Hospital,nursing homes,and other Group 1-1 and 1.2 Transportation 1.0 1-2 Occupancies Hotel/motel 1.0 Warehouses" storage areas 0.5 Hotel ban uet/conference/exhibition hall'' 2.0 Workshops 1.4 Laboratory spaces(all spaces not classified 1.8 Parking garages 0.2 "laboratory'shall meet office and other appropriate cate cries Laundries 12 Libraries 1.3 Plans Submitted for Common Areas Onl Manufacturing facility 1.3 1 Main floor building lobbies'(except mall concourses 12 Museum 1.1 Common areas,corridors,toilet facilities and 0.8 washrooms elevator lobbies Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply.In cases in which a use is not mentioned specifically,the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by two percent per foot of ceiling height above twenty feet,unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces,such as seating and common areas,use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150fe with full height partitions,a Unit Lighting Power Allowance of 1.10 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000,the Unit Lighting Power Allowance for the court area is 2.60 W/IY, 10) Display window illumination installed within 2 feet of the window,provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions(transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/fe of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED,tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. n i �y i� I I 2006 Washington State Nonresidential EneLW Code Com liance Form Exterior • • Summary LTG-EXT 2006 Washington Stale Nonresldential Energy Code Compliance Forms Revised July 2007 Project Info Prof Address: ARLINGTON FIRE STATION 46 ADDITION Date 3/19/2009 137 MACLEOD AVENUE For Building Department Use ARLINGTON, WA Name: x ENGINEERS INC. Appl.Name: 208 THIRD STREET, LYNDEN, WA 98264 Appl.Phone: (360) 354-4757 Project Description Q New ® Addition ® Alteration Q plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0Lighting Power Allowance 0 Systems Analysis Building Grounds ®Efficacy;-60 lumens/W Q Controlled by motion Sensor (luminaires>100 Watts) Q Exemption(list) Alteration Exceptions 0 No changes are being made to the lighting (check appropriate box-sec.1132.3) 113 Less than 60%of the fixtures new,installed wattage not increased,&space use not changed. Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(fl2),perimeter Allowed Watts Tradable Locations Description per fe or per If p (If)or#of items x fe(or x If) Uncovered Parking and drives 0.15 W/ft2 5978.0 896.7 Total Allowed Watt 896,7 Use mfgr listed maximum input wattage.For fixtures with hard-wired ballasts only, Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Parking Lot Pole Mtd. Lur inaire, 15OW HPS (Type U) 2 173.0 346.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watt 346.0 Non-Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(ft`),perimeter Allowed Watts Non-Tradable Locations Description per fe or per If (If)or#of items x fly(or x If) Bldg.Fagade(by perim) 5.0 W/If 345.0 1725.0 Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Bldg.Fagade(by perim) Fluor.Wall Sconce, 1 Lamp,26W(Type T) 10 28.0 280.0 Bldg.Fagade(by perim) Fluor.Canopy Luminaire, 1 Lamp,26W(Type S) 8 28.0 224.0 Proposed Watts may not exceed Allowed Watts for Category ►: ., 1 2006 Washington State Nonresiden ra- Exterior Lighting Summary (back) LTG-EXT 2006 WasMngton State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Tradable Surfaces Uncovered Parking Areas (Lighting power Parking lots and drives 0.15 W/ftz densities for uncovered parking areas,building Building Grounds grounds,building Walkways less than 10 feet wide 1.0 W/linear foot entrances and exits, Walkways 10 feet wide or greater 0.2W/ft canopies and overhangs Plaza areas and outdoor sales areas Special feature areas may be traded.) Stairways 1.0 W/ft2 Building Entrances and Exits _ Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies(free standing and attached and 1.25 W/W overhangs) Outdoor Sales Open areas(including vehicle sales lots) 0.5 W/ftz Street frontage for vehicle-sales lots in addition to"open area"allowance 20 W/linear foot Non-Tradable Building Facades 0.2 W/ftz for each illuminated wall or Surfaces(Lighting surface or S.OW/linear foot for each power density illuminated wall or surface length calculations for the Automated teller machines and night 270 W per location plus 90 W per following applications depositories additional ATM per location can be used only for the specific application and Entrances and gatehouse inspection 1.25 W/ft'-of uncovered area(covered cannot be traded stations at guarded facilities areas are included in the"Canopies between surfaces or and Overhangs"section of"Tradable Surfaces" with other exterior lighting.The following Loading areas for law enforcement, 0.5 W/ftz of uncovered area(covered allowances are in fire,ambulance and other emergency areas are included in the"Canopies addition to any service vehicles and Overhangs"section of"Tradable allowance otherwise Surfaces") permitted in the Material handling and associated 0.5 W/ft2 "Tradable Surfaces" storage section of this table.) Drive-up windows at fast food 400W per drive-through restaurants Parking near 24-hour retail entrances 800 W per main entry �; ., 1 1 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK' 2006 Washington Slate Nonresidential Energy Code Compliance Forms Rovlsed July 2007 Project Address ARLINGTON FIRE STATION 46 ADDITION Date 3/19/2009 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes LIGHTING CONTROLS(Section 1513) yes 1513.1 Local control/access Schedule with type,indicate locations See Ltg. Plan yes 1513.2 Area controls Maximum limit per switch 20A, See Panel Scheds yes 1513.3 Daylight zone control Schedule with type and features,indicate locations See Ltg. Plan yes vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location yes (a)timer w/backup Indicate location See Ltg. Plan no (b)photocell. Indicate location 1513.6 Inter.auto shut-off Indicate location yes 1513.6.1 (a) occup.sensors Schedule with type and locations See Ltg. Plan yes 1513.6.2 (b) auto.switches Schedule with type and features(back-up,override capability); See Indicate size of zone on plans Spec. yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning See Spec. EXIT SIGNS(Section 15141 yes 1514 Max.watts Indicate watts for each exit sign See Fixture Sched. LIGHTING POWER ALLOWANCE(Section 1530-1532 yes 1531 Interior Lighting Completed and attached. Schedule with fixture types Summary Form lamps,ballasts,watts per fixture yes 1532 Exterior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps,ballasts,watts per fixture MOTORS(Section 1511) n•a• 1511 1 Elec motor efficiency MECWMOT or Equipment Schedule with hp,rpm,efficiency TRANSFORMERS Section 1540 a 1540 Transformers Indicate size and efficiency If"no"is circled for any question, provide explanation: i 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK' 2006 Washington State Nonresidential Energy Code Compliance Forms Revised Juty 2007 Lighting - General Requirements illuminated in a manner requiring manual operation of the lighting. 1513 Lighting Controls: Lighting, including exempt lighting 2. Emergency lighting systems. in Section 1512,shall comply with this section. Where 3. Switching for industrial or manufacturing process occupancy sensors are cited,they shall have the features facilities as may be required for production. listed in Section 1513.6.1. Where automatic time switches 4. Hospitals and laboratory spaces. are cited, they shall have the features listed in Section 5. Areas in which medical or dental tasks are 1513 6.2. performed are exempt from the occupancy sensor 1513.1 Local Control and Accessibility: Each space, requirement. enclosed by walls or ceiling-height partitions,shall be 1513.6.1 Occupancy Sensors: Occupancy sensors shall provided with lighting controls located within that space.The b lighting controls,whether one or more,shall be capable of e capable of automatically turning off all the lights in an turning off all lights within the space.The controls shall be area,no more than 30 minutes after the area has been readily accessible,at the point of entry/exit,to personnel vacated. occupying or using the space. Light fixtures controlled by occupancy sensors shall have a EXCEPTIONS: The following lighting controls may be wall-mounted, manual switch capable of turning off lights when the space is occupied. centralized in remote locations: EXCEPTION: Occupancy sensors in stairwells are 1. Lighting controls for spaces which must be used as allowed to have two step lighting(high-light and Iow- a whole. light)provided the control fails in the high-light position. 2. Automatic controls. 1513.6.2 Automatic Time Switches: Automatic time 3. Controls requiring trained operators. switches shall have a minimum 7 day clock and be capable 4. Controls for safety hazards and security. of being set for 7 different day types per week and 1513.2 Area Controls: The maximum lighting power that incorporate an automatic holiday"shut-off'feature,which may be controlled from a single switch or automatic control turns off all loads for at least 24 hours and then resumes shall not exceed that which is provided by a 20 ampere circuit normally scheduled operations.Automatic time switches loaded to not more than 80%.A master control may be shall also have program back-up capabilities,which prevent installed provided the individual switches rotain their capability the loss of program and time settings for at least 10 hours,if to function independently.Circuit breakers nirty not be used power is interrupted. as the sole means of switching. Automatic time switches shall incorporate an over-ride EXCEPTIONS: 1. Industrial or manufacturing process switching device which: areas,as may be required for production. a. is readily accessible; 2. Areas less than 5%of the building footprint for b. is located so that a person using the device can see the footprints over 100,000 ft2. lights or the areas controlled by the switch,or so that the 1513.3 Daylight Zone Control: All daylighted zones,as area being illuminated is annunciated; defined in Chapter 2, both under overhead glazing and c. is manually operated; adjacent to vertical glazing,shall be provided with individual d. allows the lighting to remain on for no more than 2 hours controls,or daylight-or occupant-sensing automatic controls, when an over-ride is initiated;and which control the lights independent of general area lighting. e, controls an area not exceeding 5,000 ft2 or 5%of the Contiguous daylight zones adjacent to vertical glazing are building footprint for footprints over 100,000 ft2,whichever is allowed to be controlled by a single controlling device greater. provided that they do not include zones facing more than two 1513.7 Commissioning Requirements: For lighting adjacent cardinal orientations(i.e.north,east,south,west). controls which include daylight or occupant sensing Daylight zones under overhead glazing more than 15 feet automatic controls,automatic shut-off controls,occupancy from the perimeter shall be controlled separately from daylight sensors,or automatic time switches,the lighting controls zones adjacent to vertical glazing. shall be tested to ensure that control devices,components, EXCEPTION: Daylight spaces enclosed by walls or equipment and systems are calibrated,adjusted and operate ceiling height partitions and containing 2 or fewer light in accordance with approved plans and specifications. fixtures are not required to have a separate switch for Sequences of operation shall be functionally tested to general area lighting. ensure they operate in accordance with approved plans and 1513.4 Display,Exhibition and Specialty Lighting specifications. A complete report of test procedures and Controls: All display,exhibition or specialty lighting shall be results shall be prepared and filed with the owner. Drawing controlled independently of general area lighting. notes shall require commissioning in accordance with this 1513.5 Automatic Shut-off Controls,Exterior: Lighting for paragraph. all exterior applications shall have automatic controls capable 1514 Exit Signs: Exit signs shall have an input power - of turning off exterior lighting when sufficient daylight is demand of 5 Watts or less per sign. available or when the lighting is not required during nighttime hours. Lighting not designated for dusk-to-dawn operation Motors - General Requirements shall be controlled by either: a. A combination of a photosensor and a time switch; 1511 Electric Motors: All permanently wired polyphase or motors of 1 hp or more,which are not part of an HVAC b. An astronomical time switch. system,shall comply with Section 1437. Lighting designated for dusk-to-dawn operation shall be EXCEPTIONS: 1. Motors that are an integral part of controlled by an astronomical time switch or photosensor.All specialized process equipment. time switches shall be capable of retaining programming and 2. Where the motor is integral to a listed piece of the time setting during loss of power for a period of at least 10 equipment for which no complying motor has been hours. approved. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where Transformers - General Requirements required for safety,security,or eye adaptation. SECTION 1540—TRANSFORMERS 1513.6 Automatic Shut-Off Controls,Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be The minimum efficiency of a low voltage dry-type equipped with separate automatic controls to shut off the distribution transformer shall be the Class I Efficiency Levels lighting during unoccupied hours.Within these buildings,all for distribution transformers specified in Table 4-2 of the office areas less than 300 ft2 enclosed by walls or ceiling- "Guide for Determining Energy Efficiency for Distribution height partitions,and all meeting and conference rooms,and Transformers"published by the National Electrical all school classrooms,shall be equipped with occupancy Manufacturers Association(NEMA TP-1-2002). sensors that comply with Section 1513.6.1.For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting EXCEPTIONS: 1. Areas that must be continuously illuminated(e g,24-hour convenience stores),or ., � �: I I I 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Zone 1 ENV-SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July2007 Project Info Project Address City of Arlington station 46 Addition Date 3/23/2009 137 Macleod Avenue For Building Department Use Arlington, WA Applicant Name: Andy Longino Applicant Address: 20201 cedar Valley Rd, Suite 120 Lynnwood, WA 9803 Applicant Phone: 425-774-3829 Project Description IONe.B.ilding MAddition ❑Alteration ❑ChangeofUse ❑Prescriptive 0 Component Performance ❑Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑Systems Analysis Space Heat Type O Electric resistance • All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA- Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals % Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 823.0 — 4837.0 X 100 = 17.0% O Check here if using this option and ff project meets all requirements for the Concrete/Masonry Concrete/Masonry Option yes Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying no assembly below. O yes Check here if using semi-heated path and if project meets all requirements for semi-heated Semi-Heated Path spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only no wall insulation requirement is reduced(2006 change). Only available in prescriptive path. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.15(R5.7 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic na If project qualifies for Concrete/Masonry Option,list walls All Other Roofs 25.0 with HC>_9.0 Btu/ftz- F below(other walls must meet Opaque Wall requirements). Use descriptions and Opaque Walls' 21.0 values from Table 10-9 in the Code. Below Grade Walls na Wall Description U-factor Floors Over Unconditioned Space na (including insulation R-value&position) Slabs-on-Grade 0.0 Radiant Floors na Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.500 Overhead Glazing na Maximum SHGC(or SC) VerticaVOverhead Glazing 0.450 1.Assemblieswith metal framing mustcomplywith overall U-factors Notes: RICE Group, Inc. 425-774-3829 .�. -� �: i r 1 2006 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zone ' 2006 Washington State Nonresidentel EnergyCodc Compliance Forms RaNsed JWy2007 Project Address city of Arlington station 46 addition Date 3/23/2009 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as%gross exterior wall area 17.0% Prop. 45.08 Max.Target Concrete/Masonry Option 0 Yes • No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U xA) U-factor xArea(A) =UA(U xA) U=0.500 Plan ID windows 0.500 757.0 378.5 0.550 823.0 452.7 U=0.900 Plan ID opperable doors 0.900 66.0 59.4 Glazing% Electric Resist. Other Heating o, U= Plan ID: 0-30% 0.40 0.55 rc 'N U= Plan ID: >30-45% see note above 0.45 >(5 U= Plan ID: U= Plan ID: U= Plan ID: co U= Plan IDna 0.700 m Q U= Plan ID: Glazing% Electric Resist. Other Heating .F4 > U= Plan ID: 0-30% 0.6 0.7 O O U= Plan ID: >30-45% see note above 0.6 U) U= Plan ID: a) o U= Plan ID: O s U= Plan ID: O U= Plan ID: 0.700 j U=0.600 Plan ID in metal man door 0.600 45.0 27.0 0.600 45.0 27.0 CI m o U= Plan ID: Electric Resist Other Heating O U= Plan ID: 0.60 0.60 e, ` R= Plan ID na 0.036 R= Plan ID: Electric Resist Other Heating R= Plan ID: 0.031 0.036 ul R=25.0 Plan ID 4" rigid roof deck 0.039 2250.0 87.8 0.046 2250.0 103.5 o R= Plan ID: Electric Resist Other Heating O oc IR= Plan ID: 0.034 0.046 R=21.0 Plan ID std wood frame 0.057 3969.0 226.2 0.062 3969.0 246.1 R= Plan ID: ** y R= Plan ID: ** m 3: R= Plan ID: Electric Resist. Other Heating M R= Plan ID: Frame-Wd 0.062 0.062 n R= Plan ID: Frame-Mtl 0.062 0.109 O R= Plan ID: Aass Wall*' 0.15 0.15 **Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) ++see mass wal Criteria R= Plan ID na 0-0 R= Plan ID: Electric Resist Other Heating m T R= Plan ID: kit Ins 0.062 0.062 Note:if insulated to levels required for opaque walls,list above with opaque walls Ext Ins 0.07 0.07 R= Plan ID na 0.056 O o R= Plan ID: Electric Resist Other Heating o c R= Plan ID: 0.029 0.056 R= Plan ID: R=0 Plan IDuninsulated 0.730 200.0 146.0 0.540 200.0 108.0 R= Plan ID: Electric Resist Other Heating o, R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) *For CMU walls,indicate core insulation Totals 7287.0 924.9 Totals 7287.0 937.2 To comply: 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. RICE Group, Inc. 425-774-3829 1 I I 2006 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV-SHGC 2006 Washington State Nonresidential Energy Code Compliance Forms Redsed July2007 Glazing Proposed SHGC Target SHGC List components by assembly ID&pa e# SHGC' xArea(A) =SHGC xA SHGC xArea(A) =SHGC xA ID:all glazing 0.450 823.0 370.4 0.450 823.0 370.4 ID: Glazing% Electric Resist. Other Heating N ID:J 0-30% 0.4 0.45 FD M ID: >30-45% not allowed 0.4 ID: ID: ate:Manufacturer's SC may be used in lieu of Totals 823.0 370.4 Totals 823.0 370.9 N Forcompliance:Proposed total SHGC x A shall notexceed Target total SHGC x A t NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target AreaAdjustment Calculations L I men this calculation must be subnitled Use the resulting-In me Target UA and SHGC calculations above Note: Proposed Areas: Numbered values are used in calculations bebw, oG=overhead glazing VG=vedlral glazing Roofs over Attics Other Roofs Walls Glazing Are OG= JOG= IVG= 823.0 Opaque Are4 2250.0 3969.0 Gro xterior wall Max Glazing Area Maximum Tang" Area Table 13-1 For Target OGs,the Glazing Area lessarvaluas— 4837.0 X 45.0$ _ �� = usedboth hemand 100 2176.7 below Target OG Area in R s over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area 2176.7 — lesser = 2176.7 — lesser = 823.0 2176.7 2176.7 Pr sed O ue Area Proposed OG Area — Tar t OG Area Tar to ue Area Rods over Attics +. _ Target values In shaded hazes are used in the applicable Target UA calculations an the frond 250.0 T.g.tVG"a and Total Target OG Area are also Iced In the appticabla Target SHGC Calculations above. Pr reposed O a ue Area Pro VG Area Ta t VG Area Target Opaque Area Walls 3969.0 1 + 823.0 _ e23.0 = 3969.0 Target Areas OK Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Arms fou nd. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here RICE Group, Inc. 425-774-3829 i� 1 2006 Washington State Nonresidential Ener Code Com liance Form Building Permit Plans 2006 Washington Stale Nonresidential Energy Code Compliance Forms Reosed July 2007 Project Address City of Arlin Date 3/23/2009 Arlington Station 46 Addition The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other if"Other", indicate on plans that electric resistance heat is not allowed n.a. 1310.2 ,Semi-healed spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 lnsul.installation Indicate densities and clearances yes 1311,2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; (.S•0 Indicate baffles if eave vents installed; n Indicate face stapling of faced batts yes 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; /►,5,0 Indicate above grade exterior insulation is protected; �a Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73: n.a. 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow through foundation vents in.a. 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected in.a. 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re 'd by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical 1 vertical and overhead)as percent of gross wall area A d yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); /t,�•ia Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillinas yes 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading ,�•� coefficient on glazing schedule(provide area-weighted calculations as necessa 1313 (Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 'C•V yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; J Indicate va .retard.with sealed seams for non-wood struc. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section in.a. 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping /t-C. yes 1314.2 Glazing/door sealing Indicate weatherstripping /T 2J•O n.a. 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing n.a. 1314.4 Recessed Lighting Fixtur,Indicate IC rating,ASTM E283 certification,and gasketing or caulking to ceiling PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary If"no"is shown for any question,provide explanation: RICE Group, Inc. 425-774-3829 1' x M � I NEW COMMERCIAL/MULTIFAMILY PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: :+W%001 6 ,M.�,\ 1 � V Valuation Project Address: 13 I V Parcel ID#: 0017 R A DOSDII00 Legal Description Y 3 g Ru 00 37 8 S 00S01600 n !� u Owner: C ' ��� - cwl E i Phone Number: Address: City: ACJen4ftA State: "- zip Code: a�3 Engineer: DG Eno Leo rS Trov & A Phone Number: Cell Phone: Fax: kzS- :�S2• l611 E-mail: t6e&_n _Uci-e�1a;�1����.L�oM Address 3()-o GDLRY AVE. <,F, 1oa City: EYe-ce t State: WA• —Zip Code. I General Contractor: To- ESE D P r _ RM 1Ai E t) Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Contractor's License Number: /� Expiration e�1 /`�[7'Contact Person: CkA �1i 4etA3,/" Qyiie. tii%- er Phone Number: 3/6��^ �� - 0 •4E-mail A I� Cell Phone: Fax: n" _ Aq-5 74 E-mail: ,7.vi IA0 �`S Cc�c-1G i Hr��•r��S c.oM v Address: [(�a �, A.- S�A City: 004 Uerrl„n State: Vl�. Zip Code: qg�7� Proposed Scope of Work: ^ Pb4lnn r7l� P_) Es re c r,+-ro✓1 !L �Nw`f�`1q Ne.W C^ S+ry 0 ��) Sle�el I :�!/1y II�Gr 1i71�, Re I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulat te_nf WashinqtQn 2 0 Applicants Signature Date L;P^��, 5L""Ql RECEIVED Print Applicants Name MAY 2 8 2009 } FOR STAFF USE ONLY nbl n Permit Accepted By Amount Received Receipt# Date Received WEB Forms-121 Page 1 of 1 04/08 sb �', .�. �•► r . � • • •fir ��•�� .. - .._ OCCUPANT'S STATEMENT i 4 r OF INTENDED USE Development Project# Permit# Project Name/Tenant S�cr "Jl% Mo�t;` Site Address 127 &c.14- D Aic, Bldg/Unit/Suite IBC Construction Type V-75 IBC Occupancy Type 13 Description of Use Fr(y,b�w�ioA L)i�h 6�eQn et-t Building Square Footage &w - Lf7a10 Number of Stories �. Square Footage Per Floor 1)�Uo SQ. P4 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems Compressed gas systems Fire alarm and detection systems 0 Fire pumps Flammable and combustible liquids(tanks, piping ect...) E3 Hazardous materials 0 High piled/rack storage Industrial ovens/furnace ® Private fire hydrants El Spraying or dipping operations Standpipe systems Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items:_Scx-;Ale rs Icca i 11�__[a L ise- J4--h:,n . i s e_ e)(1,A.`)o, Tice A&,.eM Lyl h� MorQ��rL'� far Installation,changes, modifications or removal of any of teabove may require additional su mitts s, information,or permits during the plan review or construction process. Qyle., /i 5A'14zr Printed Name of Occupant/Agent 4�— -- I (-I//I I' Signature of Occupant/Agent Date WEB Forms-117 Page 1 of 1 04/08 sb . :, ��r: . � . ;. . , . � � �� � -. . -. .�: .. . .. 1 1 . � ' .';� �� 1 r i'. _ . � � � COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. One (1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ® Five (5) Site Plans One(1) 11"x 17" Site Plan ® Five (5)Architectural Drawings �- One (1) 11 "x 17" Set of Building Elevations ® Five (5) Structural Drawings 13 Three(3) Structural Calculations —"� Three (3) Geotechnical Engineering Reports(if applicable) Two (2) Project Specification Manuals(if applicable) One (1) NREC Code Compliance Forms One (1) Special Inspection Requirements Forms One (1) Occupant's Statement of Intended Use Form `8J One(1) Letter of Verification of Water and Sewer Availability from City of Marysville(if applicable) Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. RECEIVED Applicant's Signature Date MAY 2 8 ?.009 COA PERMIT CENTER Web Forms—146 Page 1 of 1 04/08 sb 4u. SPECIAL INSPECTION AND TESTING AGREEMENT Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX(360)403 3447 PRIOR TO ISSUANCE OF A PERMIT, THIS FORM MUST BE COMPLETED IN ITS ENTIRETYAND RETURNED TO THE CITYFOR APPROVAL. THE COMPLETED FORM MUST HAVE THE ORIGINAL SIGNATURES OF ACKNOWLEDGEMENT OF ALL PARTIES. R,� A Name of Project: p 5",4, -0 I "&mow Project Address: ppi_7 /1W_11&0b 4ae. Owner: ���! dT' Arl,nk Tbn - T! A <= 11i1 Phone Number: ! -1` V403 Address: r�. `l City:L State: Zip Code: Architect: `_(-Or A; Artw Phone Number: ?60— Lf ZI-b39y Address: II& �'r f 41. 5�Ae_ A. City: ►State: L14. Zip Code: + 9-2-73 Engineer: Oc x _rn%1-,Cert Phone Number: Address: ' 17.o Cd Ave, 5,,k)w City: State: ALAI—. zip Code: 10, General Contractor:_ 10 M'u Phone Number: Address: City: State: Zip Code: DUTIES AND RESPONSIBILITIES Special Inspection Finn Special Inspectors: /� The Special inspection Firm of lb BE a C TF! 111 WE b will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). iE) Reinforced Concrete in Bolting in Concrete i Pre-stressed Concrete �+ C�y Shotcrete RECEIVED i Structural Masonry f Structural Steel and Welding MAY 2 8 2009 High-Strength Bolting Spray-Applied Fireproofing Smoke-Control Systems COA PERMIT CENTER Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: WEB Forms—119 Page 1 of 2 4/08 sb 4 • SPECIAL INSPECTION AND TESTING AGREEMENT Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date General Contractor: Date / h Architect: Date: / Engineer: _ Date:_ Special Inspection Agency: Date: City of Arlington Building Official: Date: WEB Forms—119 Page 2 of 2 4/08 sb COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3447 E. V. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter(a)ci.arlinQton.wa is. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: &' Date: Owner/OwnLe'r's Represeln_tatiiv,,e �, (� u Company: �'P,�'ll k;7r.�15 Phone: r -I -1 03 WEB Forms—147 Page 4 of 4 4/08 sb .. . t •1' �.��, i - _ i .. •. _ ,. COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360) 403 3447 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 ppsf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit five(5)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. gSITE PLAN —REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3 Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. 0 Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2. Architects WEB Forms—147 Page 2 of 4 4/08 sb �' , I COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule j) Show the location of all new walls,doors,windows, ect. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1. Two completed 2006 Washington State Non-Residential Energy Code Envelope Summary forms. WEB Forms—147 Page 3 of 4 4108 sb '; X � i, Community Development Zoning Permit, March 20, 2009 Arlington Fire Station #46 (Downtown) PLN20090009 A. PROJECT DESCRIPTION AND REQUEST This is a request for a zoning permit for the development of a new 2-story, 3,900 square foot building to accommodate the living quarters for the fire department. The project also includes the removal of the southern 40 feet (1,600 square feet)of the existing fire station (currently used as living quarters); removal of the 1,150 square foot annex building located on the south end of the property to provide parking, landscaping; and pedestrian access; and renovations to the existing truck bays, including removing the gable roof and replacing it with a flat roof and painting the truck bays to match the new building. The site is located on the east side of MacLeod Avenue between 15t and 2nd Streets. The applicant proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The property is served with water and sewer from the City of Arlington. The site is approximately 0.9 acres and is zoned Old Town Business District 1. B. GENERAL INFORMATION 1. Applicant/Owner: City of Arlington, 238 N Olympic Avenue, Arlington, WA 98223. 2. Contact Person: City of Arlington, ATTN: Paul Ellis, 238 N Olympic Avenue, Arlington, WA 98223. 3. General Location: The site is located on the east side of MacLeod Avenue between 2n1 and 3rd Streets; in Section 11, Township 31 N, Range 05 E, WM (Tax ID No. 00378800501600 and 00378800501400). 4. Address of Property: 137 MacLeod Avenue, Arlington, WA. 5. Use Classification per Arlington Municipal Code (AMC) Table 20.40-1: Use 13.200, emergency services,fire station. 6. Acreage: Approximately 0.9 acres, or 39,204 square feet. VlcoaadminIVianning%haredlCurrent PlanninglACTIVE PROJECTS)Ariington Fire Station#46 ZP PLN20090009TS 46 pennit.doe yip;03/20/09 Page i of 7 Zoning Permit 1 March 20, 2009 Arlington Fire Station#46 (Downtown) PLN20090009 7. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project Site Old Town Business District 1 OTBD1 Fire Station North of Site Old Town Business District 1 OTBD1 Single-family Residence South of Site Old Town Business District 1 OTBD1 Multi-family Residences East of Site Old Town Residential District I OTRD Single-family Residences West of Site Old Town Business District 1 OTBD1 Commercial B. Public Utilities and Services Provided by: Water: City of Arlington Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage: Waste Management Northwest_ Police: City of Arlington Storm Water: On-site Fire: City of Arlington Telephone: Vedzon J School: Arlington School District Electricity: Snohomish County PUD#1 Hospital: Cascade Valley Hospital 9. Public Notification: Per AMC §20.16.100, no notification is required for zoning permits except for short subdivisions. C. ENVIRONMENTAL REVIEW The proposal was categorically exempt under Chapter 32.21C RCW(SEPA). D. FINDINGS OF FACT 1. Application Process: The zoning permit application was received by the City of Arlington on February 4, 2009. The application was deemed complete on February 10, 2009. Additional information was submitted on February 20 and 25, 2009. Per AMC §20.16.100, a zoning permit is issued by the Community Development Director after an administrative review process. Per AMC §20.16.140, the Community Development Director's decision may be appealed to the Hearing Examiner. 2. Comprehensive Plan Zoning, and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as Old Town Business District 1, and the subject property is zoned Old Town Business District 1 per AMC §20.36.100 (zoning map). Per AMC Table 20.40-1, the proposed use (Use 13.200, emergency services, fire station) is a permitted use. 3. Density and Dimensional Standards: Per AMC Table 20.48-1, Density and Dimensional Standards, the proposed development complies with the following standards for the Old Town Business District 1 zone: minimum lot size (no minimum), width (60 feet), and lot boundary setbacks (5 feet) and with maximum building height (50 feet) and lot coverage (100 percent) but not with maximum street setback (0 feet). However, because the new building will be developed in the same location as the existing living quarters (which will be removed) and will also be attached to the existing truck bays, it was determined that the 0 setback was not applicable in this instance. klcoaadmintlplanninglSharedlCurrent PlanningWCTIVE PROJECTSIArlington Fire Station*46 ZP PLN20090009XFS 46 permit.doc Yip:03/20/09 Page 2 of 7 i Zoning Permit March 20, 2009 Arlington Fire Station#46(Downtown) PLN20090009 8. Significant Trees: Per AMC §20.76.120, every development shall retain all existing significant trees and stands of trees unless the retention of such trees would unreasonably burden the development. Any significant trees removed because their retention would unreasonably burden a development shall be replaced with 5-gallon-sized native species at a ratio of 3:1. If the trees are to be planted on building lots, the developer shall provide adequate protection from damage during construction or planting shall occur after construction, in which case a planting plan and security shall be provided to ensure their planting. (NOTE: This project will not require the removal of any significant trees.) 9_ Streets and Sidewalks: The proposed development is located on the east side of MacLeod Avenue between 2"d and 3rd Streets. It is anticipated that this project will add 0 p.m.-peak-hour trips to the street system or pedestrian and bicycle trips. The site will be accessed off of MacLeod Avenue. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC§20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full 3/4-street standards. The ordinance provides for various ways for this to happen. In this instance, frontage improvements on MacLeod Avenue are required to be constructed per Public Works Standards and Specifications... b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (0 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: Resolution No. 772 sets the current transportation impact fee at $3,355.00 for each new p.m.-peak-hour trip, but this may change.) The developer shall submit payment of City transportation impact fees prior to issuance of any building permits. (NOTE: Because the project was not subject to SEPA, no WSDOT or Snohomish County mitigation fees are required.) 10. Stormwater Management: Per AMC §20.64.300, all stormwater systems shall be in compliance with AMC Chapter 13.28, Stormwater Management, and the most current City-adopted edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 11. Environmentally Critical Areas: Per AMC Chapter 20.88, the site lies within a Steep Slope Area and Geologically Hazardous Area. Locations of steep slopes and geologically hazardous areas are shown on Figures 2-8 and 2-9, respectively, of the Comprehensive Plan. The applicant shall provide adequate buffer from the toe of the slope for the proposed development, including the proposed new retaining wall east of the new parking area. 12. Potential .Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State llcoaadminllplanningX$haredlCurrent PlanninglACTIVE PROJ E CTSIArling tort Fire Station#45 ZP PLN20090009IFS 46 permiLdoc yjp;03/20/09 Page 4 of 7 I i i Zoning Permit March 20, 2009 Arlington Fire Station#46 (Downtown) PLN20090009 4. Non-residential Performance Standards: Per AMC Chapter 20.44 Part III, the proposed development must comply with the performance/operation standards for noise, vibration, odors, smoke and air pollution, disposal of liquid and hazardous wastes, water consumption, electrical disturbance or interference, lighting, and site and building maintenance. Per AMC §20.60.490, every development is required to provide a dumpster, the site plan shows a dumpster on the site, which meets this requirement. 5. Design: Per AMC §20.46.010, developments in the Old Town Business District 1 zone shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On February 19, 2009, the Design Review Board reviewed the design of this development. The Design Review Board determined that the project meets the required design review guidelines pursuant to the Land Use Code, and a Design Review Decision was issued on March 6, 2009, based on drawings submitted.January 16, 2009. 6. Off-street Parking: Per AMC §20.72.010(b), "Except for residential uses or the residential portion of mixed uses, developments in the Central (Old Town) Business District 1 are not required to provide parking." Nevertheless, the proposed site plan shows 10 spaces on site, which includes 1 handicap accessible space. This meets the minimum requirements yet does not exceed the maximum allowed per AMC §20.72.010.g (twice the minimum required spaces, which would have been 10 spaces in any other zoning district at 1 space per 400 square feet of gross floor area (GFA), which is 3,900 square feet.). Per AMC §20.72.100, no loading space is required for the building because the normal operation does not require that goods, merchandise, or equipment be routinely delivered to or shipped from the building. Per AMC §20.72.110, 10% of the required automobile parking spaces shall be set aside as a bicycle parking facility, and after 20 bicycle parking stalls; the ratio shall be decreased to 5%, so for the 10 spaces, 1 bicycle stalls is required. Prior to approval of the site civil drawings, the site plan shall be revised to show at least 1 bicycle parking stall. 7. Screeninq and Trees: Per AMC Table 20.76-1, no screening is required for the adjacent single-family residence on the north, which is adjacent to the existing truck bays, or for the single-family residences to the east, which are at the top of the tree and shrub covered slope at the rear of the new building. The required screening for the adjacent street on the west is Type C which requires a minimum of 10 feet of Intermittent Screen along all street frontages, except that the required screening for a parking area adjacent to the street also requires a 2- 112 foot high fence, wall, or hedge. The required screening for the adjacent multi- family residences on the south is Type B, which requires a minimum of 5 feet of Semi-opaque Screen. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be shaded. (NOTE: Suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient frontage, screening, parking area screening and shading, and dumpster landscaping. The final site plan shall comply with the requirements of AMC Chapter 20.76. klcoaadminllplanning%SharedlCurrent Planning\ACTIVE PROJECTSWington Fire Station 946 ZP PLN20090009IFS 46 permR.doc y1p;03/20/09 Page 3 of 7 f � I �� Zoning Permit March 20, 2009 Arlington Fire Station#46 (Downtown) PLN20090009 Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 13. Airport Management: Per AMC Chapter 20.38, the area in which the development is being proposed is within Subdistrict D of the City of Arlington Airport Protection District. The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations and that no use is allowed to be made of the premises which can or does interfere with use of the Airport by aircraft by reason of: 1. electrical interference with navigational signals or radio communications at the airport or with radio or electronic communications between the airport and aircraft or aircraft to aircraft; 2. the emission of fly ash, dust, vapor, gases, or other forms of emissions that may conflict with planned operations of the airport; 3. lighting conditions, height of any structure or appurtenance, or any use which may attract birds. 14. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington. Utility services, fire hydrants and fire protection are required and will be reviewed when site civil construction drawings are submitted. All existing and planned utilities shall be shown on the site civil construction drawings. All utilities shall be operational prior to building occupancy. E. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as being Old Town Business District 1, and the subject property is zoned Old Town Business District 1 per AMC §20.36.100 (zoning map). Per AMC Table 20.40-1, the proposed use (Use 13.200, emergency services, fire station) is a permitted use. Therefore, the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in that zone. 2. The requested zoning permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The zoning permit should be approved subject to conditions noted below. F. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the zoning permit. 1, All development shall be in substantial conformance with the approved site plan and landscape plan received February 4, 2009, and Design Review Decision issued on March 6, 2009, subject to any conditions or modifications that may be required as part of the zoning permit, design review decision, and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, International Residential/Building Code, llcoaadminllplanninglSharedlCurrent PlanninglACTNE PROJECTS'Arlington Fire Station#46 ZP PLN20090009IFS 46 permitdoc yjp;03/20/09 Page 5 of 7 i� 1 Zoning Permit March 20, 2009 Arlington Fire Station#46 (Downtown) PLN20090009 International Fire Code, and Public Works Construction Standards and Specifications. 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. Prior to approval of the site civil drawings, the site plan shall be revised to show at least 1 bicycle parking stall. 5. There are no City impact fees or WSDOT or Snohomish County transportation mitigation fees required for this project. 6. The developer shall provide sufficient buffer from the toe of the slope Steep for the adequate protection of the steep slope and geologically hazardous areas on the east part of the site. 7. If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. 8. The developer needs to be aware that aircraft will be flying over the area frequently. The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations and that no use is allowed to be made of the premises which can or does interfere with use of the Airport by aircraft. 9. Per AMC §20.16.220, this zoning permit shall expire automatically two years after the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has been completed. G. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. H. DECISION The zoning permit is hereby APPROVED, subject to the conditions specified in Section F above. I. EXHIBITS 1. Approved site plan received by the City of Arlington on February 4, 2009. 2, Approved landscape plan received by the City of Arlington on February 4, 2009. \koaadminl\planninglSharedlCurrent PlanningWCTNE PROJECTMrlington Fire Station#46 ZP PLN200900091FS 46 permitdoc yip;03/20/09 Page 6 of 7 i i i I I Zoning Permit March 20, 2009 Arlington Fire Station 946 (Downtown) PLN20090009 3. File PLN20090002 (Arlington Fire Station #46 Design Review) (on file at City Hall). 4_ File PLN20090009 (Arlington Fire Station#46) (on file at City Hail). Nothing in this approval excuses the applicant, owner, lessee, agent, successor, or assigns from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project. ORDERED THIS 20TH DAY OF MARCH 2O09. Da Kuhl, Community velopment Director Di uted to the Following Parties: • City of Arlington, ATTN: Paul Ellis, 238 N Olympic,Arlington, WA 96223 • Carletti Architects PS, 116 East Fir Street Suite A, Mount Vernon, WA 98273 • Launa Rupert, Engineering Permit Technician • Kelli Hale, Senior Engineer • Christopher Young, Building Official • Scott Black, Plans Examiner • Reta Shepard, Utilities Specialist • Bill Blake, Natural Resources Manager • Marc Hayes, Code Compliance Officer • Dale Carman,Airport Supervisor \lcoaadminl\plan ningMaredlCurrent PlanninglACTIVE PROJECTSWlington Fire Station#46 ZP PLN200900091FS 46 permitdoc ylp;03t20109 Page 7 or 7 i� i I� CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1. Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Public Works Department, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a. The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. C. The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the most current city-adopted edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of-way permits.) 1lcoaadminl\planninglshared\Current PlanningWCTIVE PROJECTSWrlingion Fire Station#46 ZP PLN20090009WS 46 permit.doc Code Requirements;2 Pages Y 1 � � � I� I i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes. b. The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. C. During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any'and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC Chapter 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) lleoaadmin1lplanninglShared\Current PlanninglACTWE PROJECT51Arlington Fire Station#46 ZP PLN200900091FS 46 permiLdoc Code Requirements:2 Pages 'f. �• I I I I Jf CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 oF PHONE: (360)403-3421 BUILDING PERMIT Address: 137 MACLEOD AVE,ARLINGTON Permit#:BLD20110013 Parcel#:0037880501600 Valuation:$040— APPLICANT CONTRACTOR FIRE STATION#46 FIRE STATION#46 ADVANCED FIRE PROTECTION 238 N OLYMPIC 137 N MACLEOD PO BOX 1543 ARLINGTON,WA 98223- ARLINGTON,WA 98223- WOODINVILLE,WA 98072- Lic#:ADVANFP199B6 Exp: 12/31/2011 PLUMBING CONTRACTOR i1IF.CHMICAL CONTRACTOR` ADV:WCED FIRE PROTECTION PO BOX 1543 WOODINVILLE,WA 98072- Lic#: Exp: Lic#:ADVANFP199136 Exp: 12/31/2011 JOB DESCRIPTJO, FIRE SPRINKLER INSTALLER PERMIT TYPE: Commercial PERMIT GROUP: Fire Sprinkler STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: RM1T Wes'AL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY.NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101, /l )v>,- Signatur Print Name Date ` Rele By D to ARCHIVE APPLICANT ASSESSOR OTHER ,;� ;� s. Print Form FIRE SPRINKLER PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223- Phone(360)403 3551 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FIVE(5) SETS OF COMPLETE AND SCALED PLANS, FIVE(5) SETS OF HYDRALIC CALCULATIONS, FIVE(5)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: i&New Fire Sprinkler M) Fire Sprinkler Add/Alt Underground Fire Line Project Address: /3 7 Parcel ID#: 2 Project Valuation; 1719, 600/j Number of Heads: oQ Building Area(Sq Ft): 2 3`+L •Ft Owner: c, u r Ar/►PLC f'o Phone Number: f R&O 46=; — 34 L' // Zip Code: 2Z 3i Address: 2 3 T � Ave-city: Ar li�J t°t't- State: Contact Person: r 740- rc'-Z iYc r Phone Number: (,q q 8g 7 Cell Phone (Z®(o) ZS�5_— 3 '16 1 Fax: --51073 E-mail: rL't�(�d&o razie_r_� ackil Address: �10• A96X �' 1543 City: &Jood1kV��LState: r� Zip Code: Contractor: t1.amC �f�G O�- Phone Number: I `�2 5-)�$` 47 "u Address Id' /S City: ,►9 `//&State: / �" Zip Code: —F p gd 7 Z� Contractor's License Number: ADVANFP z97,96 Expiration: 701 hl I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in 4cpordance with the laws, rules and regulation of the State of Washington. Applicants ature Date Print Applicants Name Lill FOR STAFF USE ONLY l ac` i PU 3 �— Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 04/08 sb �+ �� _ ' i .. i I FIRE SPRINKLER PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 Appendix B — Aboveground Sprinkler System Checklist Plans must contain the following minimum content requirements. This is not intended to be all-inclusive of every detail required on a set of drawings. Rather, it is provided to give an overview of the basic plan contents needed for the review of plans. Cut sheets are required for sprinkler heads and hydraulic calculations must accompany the plans. Sprinkler Plan Review Hazard Classification: IV Light Hazard (NFPA 13, 5.1) Description: ❑ Ordinary Hazard (NFPA 13, 5.1) ❑ 1 ❑ 2 Description Extra Hazard (NFPA 13, 13.1) ❑ 1 ❑ 2 Description: ❑ General Storage to 12 Feet(NFPA 13, 5.1) Commodity Class: ❑ General Storage over 12 Feet(NFPA 13, 12.1) Storage Height: ❑ Rack Storage, Storage Height: In Rack Heads: ❑ Yes ❑ No C Interior Hose Stations (NFPA 13, 8.17.5): Required: ❑ Yes f`"1 No Supply from Overhead: ❑ Yes ❑ No Supply in Separate Piping System: ❑ Yes ❑ No Applicable NFPA Standard: e 13 ❑ 13D ❑ 13D ❑ Other Type of System: M(Wet ❑ Dry ❑ Deluge ❑ Other System Configuration: ❑ Tree ❑ Looped P�Grid Design Configuration: ❑ Pipe Schedules E Hydraulic Calculations 3 .� i System Design Criteria y� Density: Remote Area Size: /1566 Dry System Remote Area: Sloped Ceiling Exceeding 2:12: Quick Response Area Reduction. Extra High Temperature Area Reduction Other: Construction Information: Type and Description of Obstructed Construction (NFPA 13, A.3.7.1) Beam &Girder(spacing 3' to 7'-6" on-center): Size: Spacing: Composite Wood Joists (spacing less than 3'): Size: Spacing Panel Construction (beams spaced more than 7'-6" on-center, not exceeding 300 sq. ft.) Beam Sizes: Spacing: Wood Joist Construction: Size: _ Spacing: Other: Type and Description of Unobstructed Construction (NFPA 13, A.3.7.2) Bar Joist Size: Size: Spacing: Open Grid Ceilings: ❑Yes ❑ No Smooth Ceiling: ❑ Yes No Wood Truss Construction: ❑ Yes ❑ No Size: Spacing: Other: Roof Construction: D-11:55ombustible ❑ Non-Combustible Ceiling Construction: ❑ Combustible ❑ Non-Combustible Attic Space used as Air Plenum: ❑ Yes to 4 I 1 I I All Combustible Concealed Spaces Protected ❑ Yes ❑ No Overhangs/Porte-Cochere: ❑ Yes eNo Remote Area for Combustible Concealed Spaces not Protected (NFPA 13, 11.2.3.1.4)❑Yes ❑ No Draft Curtains: ❑ Yes ❑'No Smoke/Heat Vents: ❑ Yes 3�/No Skylights/Glass Roof: ❑ Yes LJ No Hangar Details (NFPA13, 22.1.3): 2/Yes ❑ No Trapeze Hangars: ❑Yes 021(4o Method of Attachment(NFPA 13, Chapter 9): ❑ Yes ❑ No Seismic Bracing (NFPA 13, 22.1.3): Ryes ❑ No Method of Attachment(NFPA 13, 9.3.5.9.1): DrYes ❑ No Other: Sprinkler Head Spacing and Information: Actual Head Spacing on Drawings �t Light Hazard: (r J a sq. ft. per head Ordinary Hazard: sq. ft. per head Extra Hazard Pipe Schedule: sq. ft. per head High Piled Storage with Density <25 (NFPA 13, Table 8.6.2.2.1c): sq. ft. per head High Piled Storage with Density >25 (NFPA 13, Table 8.6.2.2.1c): sq. ft. per head ESFS Sprinkler Heads, Max. 100sf(NFPA 13, Table 8.12.2.2.1): - sq. ft. per head Large Drop Sprinkler Heads: sq. ft. per head Extended Coverage: sq. ft. per head Sidewall Sprinkler Heads sq. ft. per head Extended Sidewall Sprinkler Heads: sq. ft. per head Extended Sidewall Sprinkler Head Distance to Calculated Throw: ft. Small Room Properly Applied (NFPA 13, A.8.6.3.2.4 a,b,c,&d): ❑ Yes ❑ No Deflector Distance Below Roof& Ceiling (refer to listings or manufacturer data sheets) Unobstructed Construction Spray Heads 1"to 12" (NFPA 13, 8.6.4.1.1): Sidewall Heads 4" to 6" 5 I :tr Obstructed Construction Spray Heads ender Structural Members (NFPA 13, 8.6.4. Special Considerations 18" Clearance from Deflector to Top of Storage: ❑ Yes ❑ No Min. Clearance from Deflector to Top of Storage (special listing): 1 Yes ❑ No Temperature Ratings Identified (NFPA 13, 22.1.3): ❑ Yes ❑ No Heater Zones: ❑ Yes ❑No Attic Areas—212 degrees F (NFPA 13, Table 6.2.5.1): ❑ Yes ❑ No Skylights— Plastic/Glass—212 degrees F (NFPA 13, Table 6.2.5.1) ❑ Yes ❑ No Single Level of Sprinklers in Rack (1/2" 165 degrees): ❑ Yes (-J No Multiple Level of Sprinklers in Rack (1/2" 165 degrees): ❑ Yes ❑ No Other: Riser and Valve Arrangement Single Wet Riser(NFPA 13, Figure A8.15.1.1): ["Yes ❑ No Single Dry Riser(NFPA 13, Figure 8.15.1.1.): [ 1 Yes ❑ No Single Pre-Action Riser(NFPA 13, Figure 8.15.1.1.): ❑ Yes ❑ No Single Deluge Riser(NFPA 13, Figure 8.15.1.1): ❑ Yes ❑ No Auxiliary System off the Main System (NFPA 13, 7.1.3): ❑ Yes ❑ No Multiple System Riser Valve Arrangement(NFPA13, Figure A8.16.1.1): ❑ Yes ❑ No Required Relief Valve on Grid System (NFPA 13, 7.1.2): ❑ Yes ❑ No Water Pressure Gauges are Provided Above and Below the Main Check Valve (NFPA 13, 8.16.1.1.2) ❑ Yes ❑ No Inspectors Test Located in/Around the Remote Area: ❑ Yes ❑ No Auxiliary Drains are Indicated on Secondary Mains of Gridded System (NFPA 13, 8.16.2.5) ❑ Yes ❑ No Auxiliary Drains and Discharge for Trapped Sections of Piping (NFPA 13, 8.16.2.5) ❑ Yes ❑ No Drum Drip Drains Shown for Dry System Auxiliary Drains: ❑ Yes ❑ No Control Valves Supervised (NFPA 13, 8.16.1.1.2): Yes ❑ No Other: 6 I I Hydraulic Calculations Area/Density Methc,U [_ J ❑ No Room Design Method ❑ Yes ❑ No Cover Sheet Filled Out(NFPA 13, 22.1.3): ❑Yes ❑ No Water Flow Used Matches Accepted Paperwork: ❑Yes ❑ No Water Flow Test is Current (1-yr): ❑Yes [l No Occupancy Classification Matches Drawings: ❑Yes ❑ No Hose Allowance Added: ❑ Yes ❑ No Sprinkler Head Matches Legend on Drawings: ❑Yes ❑ No Equivalent K Factor Calculations (NFPA 13, 22.1.3): ❑Yes ❑ No Required Designed Minimum Flow from Remote Head: ❑Yes ❑ No Required Designed Minimum Pressure from Remote Head: ❑Yes ❑ No Node Points Flowing Match Remote Area (NFPA 13, 22.1.3): ❑Yes ❑ No Correct C Factor Used (NFPA 13, 22.1.3): ❑Yes I. 1 No Pipe ID's Match Plans/Manufacturers Cut Sheets: ❑Yes ❑ No Fitting Count Match Drawings (NFPA 13, 22.1.3): CI Yes ❑ No Pipe Lengths Match Drawings (NFPA 13, 22.1.3): ❑Yes ❑ No Fixed Pressure Loss Device (NFPA 13, 22.1.3): ❑Yes ❑ No Grid System Peaked (NFPA 13, 22.1.3): ❑Yes ❑ No Grid Flow Chart Provided (NFPA 13, 22.3.5.6) ❑Yes ❑ No Fixed Flows Added at the Proper Location (NFPA 13, 11.1.5) ❑ Yes ❑ No Other: Comments: FOR STAFF USE ONLY Permit# Date Reviewed By Approved Denied 7 1 ,�, Permit Review Details PeRM Permit: BLD2011OO13 1000-P-Cross Conn Premise Isolation Complete? Y 02/04/2011 GTARARAN 15 The drawings show a DCDA(Double Check Detector Assembly,)It will require 2 test each Y year and If repairs are needed there are 2 assemblies to contend with.A DCVA(Double Check Valve Assembly)is sufficient to fulfill the requirement for this project. Total Time: 15 1014- P-Public Works I Complete? Y 02/09/2011 LTAYLOR 5 No comments Y Total Time: 5 1026 - P-Utilities Fees Complete? Y 02/03/2011 RSHEPARD 0 no utility fees for the fire sprinkler Y Total Time: 0 1028 - P-Water Complete? Y 02/04/2011 EANDERSON 20 1 have no comments Y Total Time: 20 2000 -C-Building I Complete? Y 02/08/2011 CYOUNG 60 Ok to issue. Installation requires hydrostatic,flow,and trip acceptance test. Y Total Time: 60 2008 -C-Community Development I Complete? Y 02/15/2011 BFECHT 0 all reviews complete. Y Total Time: 0 3004-X-Fire Complete? Y 02/15/2011 BFECHT 0 OK per T.C,Lmal Y Total Time: 0 2/15/2011 11:10:00 AM Page 1 of 1 �. �� I �- I I I BLD20110013 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BLD20110013 N, OWNER: FIRE STATION#46-CITY OF ARLIN.. STATUS:APPLIED ADDRESS: 137 MACLEOD AVE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 2/2/2011 ' SCREENS: Select Screen... FUNCTIONS: Select Permit Function... FIRE SPRINKLER Reviews ADD REVIEW REMOVE REVIEW I PRINT CLOSE Review Description Assigned To Due Date Last (#) Req? Done? ASSIGN 1000 P-Cross Conn Premise Isolation GTARARAN 2/16/2011 0 Y N ASSIGN 1014 P-Public Works I LTAYLOR 2/16/2011 0 Y N ASSIGN. 1026 P-Utilities Fees RSHEPARD 2/16/2011 0 Y N ASSIGN 1028 P-Water EANDERSON 2/16/2011 0 Y N F ASSIGN 2000 C-Building I CYOUNG 2/18/2011 0 Y N ASSlGj1 2008 C-Community Development I BFECHT 2/18/2011 0 Y N FASSIGN 3004 f ,X-Fire TCOOPER 2/16/2011 0 Y N FASSIGN Y http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?COMMENT=R... 2/2/2011 ��, I Company Mar 16, 2009 Designer 1:36 PM Job Number : Checked By: Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z ShearfkI LC Tor ue k-111 LC y-Y M m n... LC z-z Mome ... LC 1308 1 min 1 .011 1 4 .884 3 1 0 1 -.519 4 1.072 1 309 5 ImaxI .055 1 1.03 i 4 .16 1 2 0 1 1 .232 2 1 1.091 2 310 1 min 11 4 .884 1 3 86 1 0 1 -.434 4 .577 1 311 M32A 1 max .055 1 1.03 4 .153 4 0 1 1 .232 2 1.091 2 12 11 4 .884 i 3 -.14 2 0 1 -.434 4 .577 1 3131 2 max .055 1 1 1.03 1 4 .14 4 0 1 .154 2 .618 2 14 in 11 4 .884 1 3 -.1 3 0 1 1 -.356 4 .074 4 315 3 max 1 .055 1 1 1.03 4 1 .127 1 4 0 1 1 .069 2 .146 1 2 316 1 min 4 884 1 3 1 -.1 6 12 0 1 1 -.286 4 1 -.473 4 317 1 4 ImaxI .055 1 1.03 4 .113 1 4 0 1 -.022 2 -.327 2 318 'n 11 4 .884 3 -.18 2 0 1 -.222 4 -1. 2 4 3191 5 max .055 1 1.03 4 .1 4 0 1 1 -.121 2 -.8 2 2 min 11 4 .884 3 -.1 3 0 1 -.17 -1. 7 4 321 1 M33 1 max 1.831 4 .887 3 1.568 1 3 -.064 3 .084 3 -1.831 3 3221 min 1.661 1 .675 1 1.234 1 -.161 2 -.065 4 3231 2 imax 1.831 1 4 .887 3 1.554 3 -.064 3 .913 3 -2.302 3 3241 1.661 1 1 .67 1 1.221 1 -.161 2 22 2 12.773 4 325 3 max 1.831 1 4 .887 3 1.541 3 -.064 3 1.735 3 3 .1 326 min 1.661 1 7 1 1.207 -.161 2 1.302 22 4 327 4 max 1.831 4 .887 1 3 1.528 3 -.064 3 2.55 3 -3.236 2 28 min 1.661 1 .675 1 1.1 1 -.161 2 1.943 1 4 3291 5 max 1.831 4 .887 13 1.515 3 -.064 3 ! 3.358 1 3 -3.698 2 3301 min 1 1.661 1 75 1 1.181 1 -.161 2 2.574 1 -4.265 4 331 M34 1 max I 1.831 4 .887 3 1.371 4 -.064 3 3.358 3 -3.698 2 332 min 1.661 1 _ .675 1 1.181 1 -.161 2 2.574 1 -4.2 4 333 2 max 1.831 4 .887 1 3 1.358 4 -.064 1 3 4 3 1 -4.085 1 334 min 1. 1 1 .675 1 1 1.107 1 1 -.161 2 3.197 1 -4. 4 335 3 max 1 1.831 4 .887 3 1.344 1 4 -.064 3 1 4.635 1 3 -4.443 1 336 . min I .675 1 1.1 1 -.161 2 3,814 1 .1 4 337 4 max 1.831 4 .887 3 1.331 1 4 1 -.064 3 5.262 3 -4.802 1 1 38 mi 1.661 1 075 1 1.141 . 1 -.161 2 4.424 1 525 4 339 5 maxi- 1.831 4 .887 3 1 1.318 1 4 -.064 3 5.889 4 -5.16 1 340 min 1.061 1 .675 1 1 1.128 1 5,026 1 4 341 M35 1 :max 1.931 4 .045 3 I .203 4 -.064 3 4.003 4 7.049 4 2 min 1 177 1 - 1 1 .025 3 1 5.77 1 343 2 ImaxI 1.931 4 .045 3 1 .19 4 -.064 3 4.107 4 7.051 4 . 344 min 1 1.77 1 - 1 .012 3 -.161 2 3.319 2 .77 1 345 3 1 max 1.931 4 .045 3 .176 1 4 -.064 3 4.204 4 7.053 4 3461 1 min 1.773 1 6 1 2 1 3 -.161 2 3.333 2 5.776 1 1 3471 4 max 1.931 4 .045 ]E3 1 .163 4 -.064 3 4.295 4 7.055 4 min 1.773 1 -.006 1 -01 3 -.161 2 2 5.77 1 349 5 max i 1.931 4 .045 3 .15 4 -.064 3 4.378 4 1 7.056 4 35 min 1.77 1 -.006 1 -.028 -.161 2 3. 1 2 5.782 1 351 M36 1 maxI 1.931 4 045 3 0 1 -.064 3 1 4.378 4 7.056 4 352 min 1.77 1 6 1 -.1 4 -.161 5.782 1 353 2 max 1.931 4 .045 3 -.013 1 1 1 -.064 1 3 4.295 4 7.058 4 54 in 1.773 1 -.006 1 -1 -.161 2 3.334 2 5.785 1 355 3 max 1.931 4 .045 3 -.026 1 -.064 3 4.204 4 7.06 4 356 min 1.7 1 6 1 -1 4 -.161 2 3,32 2 5.788 1 357 1 4 max 1.931 4 .045 3 -.04 1 -.064 3 f 4.107 4 7.062 4 358 min 1.77 1 6 1 - -.161 2 3.299 2 5.71 1 359 5 max 1.931 1 4 .045 1 3 -.053 1 -.064 3 1 4.002 4 1 7.064 4 min 1.773 1 1 - 6 1 1 -.203 14 -.161 2 L3.Z71 2 5.795 1 RISA-31D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Canopy\Canopy.r3d] Page 7 rw � m"M D C I Project No. Sheet No. Enr. inEERS (��- �� G/3 Project Date At M- 10i Subject By AfM La 414 C,on�ec�i�n Av- 6" W��0V= FAV � ee� - 6)Y-j • �-14 ,�►Ror� �SS � �xnu�► f•�SS Ve 9 s 0= - e - iILOO 3f, P2 �a lmo 6 a D CO"I [Project Nnno. Sheet No. Ef1GIflEERS Q-�� - 1J�7 C/4 Project Date �117M Subject By ACM ""Is -mw -�'� ���3�� �� tR r ���1 04 S�4 r'q 9VI- j 580V,- - 3600.* a �SF ASS X x 346 COS 112 s y� < �I� A3S +-- 60� Rw6 r MDOProject No. Sheet No. E n G I n E E R S 06- p6, C/5 Project a @@ Date Subject g Y 7,�Ax= Pax TNRa w/ Ir�ts o�111 �, I� I I I I I .� f � / CF�l E n G I n E E R 5 a Bellevue c� Everett Spokane Portland a' San Diego Austin U Arlington Fire Station Remodel Arlington, Washington Structural Calculations for Permit Prepared For: Carletti Architects, P.S. 0 I� of WAs � tic� ' a o 1 97 GOAL L RECEIVED MAY 2 8 2000 COA PERMIT CENTER March 19, 2009 DCI Job #08-21-067 3120 COLBY AVENUE, SUITE 100- EVERETT,WA 98201 - PHONE(425)252-0454 - FAX:(425)252-1699 I I V _ t ; �' -,' k .. , iHOSE TOWER ROOF JOIST by Weyerhaeuser 9 1/2" TJI® 210 @ 24" o/c TJ-Beam®6.30 Serial Number: User:2 2/2/20091NPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version: 0.14 APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope012 a:Mo 2 ,12' i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):25.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 300/180/0/480 End,TJI Blocking 1 Ply 9 1/2"TJIS 210 2 Stud wall 3.50" 3.50" 300/180/0/480 End,TJI Blocking 1 Ply 9 1/2"TJI®210 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 463 -457 1663 Passed(27%) Rt.end Span 1 under Roof loading Vertical Reaction(Ibs) 463 463 1663 Passed(28%) Bearing 2 under Roof loading Moment(Ft-Lbs) 1342 1342 3575 Passed(38%) MID Span 1 under Roof loading Live Load Defl(in) 0.140 0.386 Passed(U992) MID Span 1 under Roof loading Total Load Defl(in) 0.224 0.579 Passed(U620) MID Span 1 under Roof loading Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: ARLINGTON FS 46 Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright ® 2007 by iLevel®, Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevel®. e-I Joist-,Pro- and TJ-PrOTM are trademarks Of iLevel®. .Y�r I 16"Roof Joist /7 by Weyerhaeuser 16" TJL Open Web Truss @ 24" o/c TJ-Beam 6.30 Serial Number: User:2 11/14/2009FP1 `IpRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine version: . 0 14 APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope012 2V All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):25.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Vertical Reactions(lbs) Width Live/Dead/Uplift/Total 1 Stud wall 3.50" 600/360/0/960 2 Stud wall 3.50" 600/360/0/960 -Left Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" -Right Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" DESIGN CONTROLS: Maximum Design Control Result Location Bearing Controls N/A N/A Passed(24.4%) Right Support Web Controls N/A N/A Passed(99.5%) Web 2,Compression Pin Controls N/A N/A Passed(99.1%) Hankinsons Control,Pin 9,Top Chord Controls N/A N/A Passed(49.8%) Combined Loading,Tension,Pin 4,Bottom Live Load Def!(in) 0.341 1.167 Passed(U821) MID Span 1 under Roof loading Total Load Defl(in) 0.546 1.556 Passed(U513) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load(plf)=80 -Truss design includes consideration for partial span application live load. -TRUSS MEMBER IS LIGHTLY LOADED. ""REVIEW ALL LOAD INPUTS "• PROJECT INFORMATION: OPERATOR INFORMATION: Arlington Firestation Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 copyright c 2007 by iLevel®, Federal Way, WA. TJM® is a registered trademark of iLevel®. TJH'",TJL-,TJLM"',TJLX"',TJS"',TJW-,TJL-Tm and TJW-T"' are trademarks of iLevel®. r+ ■ J33'Roof joist by Weyerhaeuser 18" TJL Open Web Truss @ 12" o/c TJ-Beam 6.30 Serial Number: User:2 11/14/20OTPI I�RODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Page 1 Engine Version: 0 14 APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slope0M2 b 33' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):25.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Vertical Reactions(Ibs) Width Live/Dead/Uplift/Total 1 Stud wall 3.50" 412/248/0/660 2 Stud wall 3.50" 412/248/0/660 -Left Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" -Right Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" DESIGN CONTROLS: Maximum Design Control Result Location Bearing Controls N/A N/A Passed(16.8%) Right Support Web Controls N/A N/A Passed(69.6%) Web 2,Compression Pin Controls N/A N/A Passed(70.6%) Hankinsons Control,Pin 2,Top Chord Controls N/A N/A Passed(40.3%) Combined Loading,Tension, Pin 7,Bottom Live Load Dell(in) 0.475 1.617 Passed(U816) MID Span 1 under Roof loading Total Load Defl(in) 0.760 2.156 Passed(U510) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load(plf)=40 -Truss design includes consideration for partial span application live load. -TRUSS MEMBER IS LIGHTLY LOADED. ""'"REVIEW ALL LOAD INPUTS''' PROJECT INFORMATION: OPERATOR INFORMATION: Arlington Firestation Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright ® 2007 by iLevel®, Federal Way, WA. TJN0 is a registered trademark of iLevel®. TJH-,TJL-,TJLM-,TJLX-,TJS-,TJW-,TJL-T- and TJW-1- are trademarks of iLevel®. ow r 12'Floor Joist-training area /p -4 by Weyerhaeuser 11 7/8" TJI®230 @ 16" O/C TJ-Beam®6.30 Serial Number: User:2 11/19r2009FW iPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Paget Engine Version 0.14 APPLICATION AND LOADS LISTED 1 rj�:H 0 12' i. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf): 100.0 Live at 100%duration,30.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.25" 800/240/0/1040 End,Rim 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 800/240/0/1040 End,Rim 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1004 1000 1655 Passed(60%) Rt.end Span 1 under Concentrated loading Vertical Reaction(Ibs) 1004 1004 1157 Passed(87%) Bearing 2 under Floor loading Moment(Ft-Lbs) 2907 2907 4015 Passed(72%) MID Span 1 under Floor loading Live Load Defl(in) 0.182 0.290 Passed(U763) MID Span 1 under Floor loading I.Total Load Defl(in) 0.237 0.579 Passed(U587) MID Span 1 under Floor loading 'TJPro 57 45 Passed Span -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Arlinton Firestation Addition Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright ® 2007 by iLevel®, Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevel®. e-I JOist"',PIo- and TJ-Pro- are trademarks Of iLevel®. to I 11 a I - J 18'Floor Joist-Corridor/Storage A by Weyerhaeuser 16" TJL Open Web Truss @ 16" o/c TJ-Beam®6.30 Serial Number: User:2 11i1912-11-THI&PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine v(_,Fsr;r, 6 3,, 14 APPLICATION AND LOADS LISTED b qg ti Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf): 100.0 Live at 100%duration,30.0 Dead SUPPORTS: Input Vertical Reactions(Ibs) Width Live/Dead/Uplift/Total 1 Stud wall 3.50" 1200/360/0/1560 2 Stud wall 3.50" 1200/360/0/1560 -Left Support:Top-6"No-Notch Clip,Approx.clip height: 1 112",Approx.clip width:7 3/16" -Right Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" DESIGN CONTROLS: Maximum Design Control Result Location Bearing Controls N/A N/A Passed(49.5%) Right Support Web Controls N/A N/A Passed(77%) Web 1,Tension Pin Controls N/A N/A Passed(98.7%) Hankinsons Control,Pin 1,Bottom Chord Controls N/A N/A Passed(91%) Combined Loading,Compression,Pin 3,Top Live Load Defl(in) 0.260 0.400 Passed(U799) MID Span 1 under Floor loading Total Load Defl(in) 0.338 0.867 Passed(U615) MID Span 1 under Floor loading TJPro 59 45 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.400",TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load(plf)= 173 -Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. PROJECT INFORMATION: OPERATOR INFORMATION: Arlinton Firestation Addition Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright ® 2007 by iLevel®, Federal Way, WA. TJM® is a registered trademark of iLevele. TJH'",TJL-,TJLM"',TJLX-,TJS-,TJWm,TJL-T"' and TJW-T"' are trademarks of iLevel®. ■ 18'Floor Joist-office loading by Weyerhaeuser 16" TJL Open Web Truss @ 16" o/c TJ-Beam 6.30 Serial Number: User:2 11/19/2008FHI' ^IPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Page 1 Engine Version 6. 0.14 APPLICATION AND LOADS LISTED � 0 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):50.0 Live at 100%duration,30.0 Dead,20.0 Partition SUPPORTS: Input Vertical Reactions(Ibs) Width Live/Dead/UpliftRbtal 1 Stud wall 3.50" 600/600/0/1200 2 Stud wall 3.50" 600/600/0/1200 -Left Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" -Right Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:7 3/16" DESIGN CONTROLS: Maximum Design Control Result Location Bearing Controls N/A N/A Passed(38.1%) Right Support Web Controls N/A N/A Passed(93.2%) Web 2,Compression Pin Controls N/A N/A Passed(95.7%) Hankinsons Control,Pin 2,Bottom Chord Controls N/A N/A Passed(85.4%) Panel 4,Compression,Top Live Load Defl(in) 0.130 0.400 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.260 0.867 Passed(U799) MID Span 1 under Floor loading TJPro 59 45 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.400",TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load(plf)=133 -Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. PROJECT INFORMATION: OPERATOR INFORMATION: Arlinton Firestation Addition Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright ® 2007 by iLevel®, Federal Way, WA. TJM® is a registered trademark of iLevel®. TJHTM,TJL-,TJLM-,TJLX-,TJSTM,TJW-,TJL-T- and TJW-TTM are trademarks of iLevel®. ■ r' � 24'Floor Joist-under training area A by Weyerhaeuser 18" TJW Open Web Truss @ 12" o/c TJ-Beam®6.30 Serial Number: User:2 11/19/200THPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE page 1 Engine Version: 0.14 APPLICATION AND LOADS LISTED l a. ,o ti 24' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf): 100.0 Live at 100%duration,30.0 Dead SUPPORTS: Input Vertical Reactions(lbs) Width Live/Dead/Uplift/Total 1 Stud wall 3.50" 1200/360/0/1560 2 Stud wall 3.50" 1200/360/0/1560 -Left Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:8 7/16" -Right Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:8 7/16" DESIGN CONTROLS: Maximum Design Control Result Location Bearing Controls N/A N/A Passed(44.6%) Right Support Web Controls N/A N/A Passed(79.7%) Web 1,Tension Pin Controls N/A N/A Passed(98.2%) Hankinsons Control,Pin 2,Bottom Chord Controls N/A N/A Passed(90.5%) Panel 4,Compression,Top Live Load Defl(in) 0.337 0.467 Passed(U830) MID Span 1 under Floor loading Total Load Defl(in) 0.439 1.167 Passed(U638) MID Span 1 under Floor loading TJPro 53 45 Passed Span 1 -Deflection Criteria:STANDARD(LL:U600,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. PROJECT INFORMATION: OPERATOR INFORMATION: Arlinton Firestation Addition Jerry Shawler 08-21-067 DCI Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright ® 2007 by iLevel®, Federal Way, WA. Tim is a registered trademark of iLevele. TJH"',TJL-,TJLM"',TJLX"',TJSI,TJW-,TJL-T"' and TJW-T- are trademarks of iLevel®. .11 Ir 25'Floor Joist-office loading by Weyerhaeuser 18" TJW Open Web Truss @ 12" o/c TJ-Beam®6.30 Serial Number: User:2 11/19/2007HIPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version 0.14 APPLICATION AND LOADS LISTED o, I:F21 b 25' i Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):50.0 Live at 100%duration,30.0 Dead,20.0 Partition SUPPORTS: Input Vertical Reactions(Ibs) Width Live/Dead/Uplift/Total 1 Stud wall 3.50" 625/625/0/1250 2 Stud wall 3.50" 625/625/0/1250 -Left Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:8 7/16" -Right Support:Top-6"No-Notch Clip,Approx.clip height: 1 1/2",Approx.clip width:8 7/16" DESIGN CONTROLS: Maximum Design Control Result Location Bearing Controls N/A N/A Passed(35.7%) Right Support Web Controls N/A N/A Passed(98.3%) Web 2,Compression Pin Controls N/A N/A Passed(78%) Hankinsons Control,Pin 2,Bottom Chord Controls N/A N/A Passed(86.7%) Panel 5,Compression,Top Live Load Defl(in) 0.201 0.487 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.402 1.217 Passed(L/727) MID Span 1 under Floor loading TJPro 51 45 Passed Span 1 -Deflection Criteria:STANDARD(LL:U600,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by!Level®. !Level®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or!Level®technical representative for product availability. -THIS ANALYSIS FOR!Level®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load(plf)=100 -Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. PROJECT INFORMATION: OPERATOR INFORMATION: Arlinton Firestation Addition Jerry Shawler 08-21-067 DCl Engineers 3120 Colby Ave Ste 100 Everett,WA 98201 Phone:425-252-0454 Copyright B 2007 by iLevel®, Federal Way, WA. TJMV is a registered trademark of iLevel®. TJH"',TJLTM,TJLM"',TJLX"',TJSTM,TJW'",TJL-T" and TJW-TTM are trademarks of iLevele. -k O' O'DO Project No. Sheet No. En23inEERS 00 - �,1-067 Project Min in tcF, �i 'ji-oi 0 Subject By i(TAS Ot ROOF- ISCAMS Rim a -3 T val,_o„ Let)Oe4`(1 -0 MQ 8 s' V�= (315 � 4 Sa�94)(9RP/ 378016 I I �l = a,b in 0 so P s; CU: I,IS C n: 0.9 FV �0 Ilv fib= 00 I`„ =16 pS; (1V)ll,„,. 379016 _ , ! !A� ���is; I,15X0�S 16 job Psi)(Abi O S'/P,x i-, IPtw& sf w SW X G� L' .�� =PC! Pronject No. Sheet No. 0941- 067 410 Project a� C, Date Subject -Si By T�M - G a6glti lb V, = (W ply +0 pAlImAT/2) -7 6W Ib 17. �xiain = 1,17 180 (LO oAm 1 a� i na a CL 51/$ x IS `l 6 Ideo pm s Tf 16.7 q 4 MO:! (610�V Ry = 40 I0 V,, (670pV)(gTW/2) = 17�40 ib 6 I Tl Dj if c�' 1d will �� �. a" i'sw a (a- s\ GI,� SIB O ti f l n k�,yI1 N C'A ,� I =D C I Project No. Sheet No. snE5i LEERS 0$'°�0' 067 411 Project 1-�l Date Subject By Eeom S► zin�, ACm FLOOR UAMS M U� � 3 V� ,J) - 1100 plI V( s 0100 +100)MJSTATII. - N s I� 0 WW Stee y y 5x1�) Shen xlo4)(O.EA AID , \n� 01m) 110 PSLn 7 x IW w 0"M D C I Project No. Sheet No. EnGInEER5 Project Date Subject By a,7 CL9xldb t I ='DO I rProject No. Sheet No. EnGInEERS S -',9- c�(,7 Project a Date Subject By j� ` IA% ��'I�= C6��) � — 16 qs %-4 I` B 16 C,Uz (,5+0000?54) _ ado gSXl�) b aq in1 Df-N.-) � ) xO,v Lase. 6x 8 Tc\ T iYl t f+ WpL- (115)(10) *- 0. ,S)(3o)s / So plf �(la.$)(5O' + (1,1.$)(ias)= ) leg of N�= C7Wta198)03.7S>Z = blg33 16-4 LTL= (i3�) = 0.6� aHo V.- P O i6 M 6 360 =DO Project No. Sheetaa/No. E n G I n E E R 5 ly .1'�7 � Il Project Date z Subject By I I HALLWAY O I 106 O I O r r M � CONP- - tOt 3 C!� s h STOA OE 1 C-A b� 1 � I A R M1 TI 6 L n�z 9 (Ig® 4 7SP)(9 5 = q`11G 16.f� (0)(30�S�)'= ISM ,�If _� /ra , p [�/ (� (Ja6 Vu- (160t7S0)(q,C/Z� IJUS lb `n/A - PSL SxaEq� _ l IC7 ` RN in ° wg)(I0 210 DOE y a 1'SL 3'i2 x II'/a i =D C I Project No. Sheet No. an G ins e R 5 D6 '�1- ®G� AS Project ,� Date Subject (� BY 1,7Q.wm Sizin A�Ih OL = ( 190)N(112) = 810I6 RM=( 7SO)O)C/-,Y 337& 16 P pot, plQ lb PLL = 3379 Ib -- I 360 Vu= (910 ' 3375)01z)= 1053 16 Wm&- PSL f- el TLl,a4,,' Ax� � �°�� = 7, a ��Z A P� ATSC _ �aD 1«,¢<,Ia WS)(IT,u)3 6�, ►na w71OxW)-(.q) Ro� (9to) (I%) 40.5 M3 y�-� ��2 L,,� (��(-Ido� goo Pik RIPL - A\ h( 1) O R ,�L �0 0 9� '�z,� °�00 I�, DOProject N�o/. Sheet No. EnE3inE ERS 06'�� /-7 �I(Q Project Date Subject By aw 40i-v0" PSl '/,r x iI' h! LAP W6x10 Dks W3 LA P LO K 0."m) a ?StS'14 � h qt Remodel For Seventh Day Adventis Title: Job# Dsgnr: Project Desc.: Project Notes Printed:9 JAN 2009,11:44AM Steel Beam Design ENERCALc,INc.1s83-M,ver.8.0,20 KW-06006396 License Owner: IDCI Description: BM 4(Before Stairwell) Material Properties Calculations per IBC 2006,CBC 2007,13th RISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 _V_ D(0.405 u U.Ib L U./b D 0.068 L 0.281 • • v • W 12X22 L� 18.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0680, L=0.2810 k/ft,Extent=0.0->>12.50 it, Tributary Width=1.0 ft Uniform Load: D=0.180, L=0.750 k/ft,Extent=12.50-->>18.0 ft, Tributary Width=1.0 ft Varying Uniform Load: D(S,E)=0.0-4.1350, L(S,E)=0.0->0.5630 k/ft,Extent=0.0->>8.50 ft, Tributary Width=1.0 ft Uniform Load: D=0.1350, L=0.5630 k/ft,Extent=8.50->>18.0 ft, Tributary Width=1.0 ft Point Load: D=0.4050, L=1.6880 k @ 12.50 it DESIGN SUMMARY ' Maximum Bending Stress Ratio = 0.690: 1 Maximum Shear Stress Ratio = 0.208 : 1 Section used for this span W12X22 Section used for this span W12X22 Mu:Applied 50.433 k-ft Vu :Applied 13.3153 k Mn/Omega :Allowable 73.104 k-ft Vn/Omega :Allowable 63.960 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 10.510ft Location of maximum on span 18.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.513 in Max Upward L+Lr+S Deflection 0.000 in I Live Load Deflection Ratio 420 Max Downward Total Deflection 0.648 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 333 - Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Omega'Mnx Cb Rm Va Max Vnx Omega'Vnx Overall MAXimum Envelope Dsgn.L= 18.00 ft 1 0-690 0.208 50.43 50.43 122.08 73.10 1.00 1.00 13,32 95.94 63.96 +D Dsgn.L= 18.00 ft 1 0.143 0.043 10.47 10.47 122.08 73.10 1.00 1.00 2,74 95.94 63.96 +D+L+H Dsgn.L= 18.00 ft 1 0-690 0.208 50.43 50.43 122.08 73.10 1.00 1.00 13.32 95.94 6396 +D+Lr+H Dsgn L= 18.00 ft 1 0.143 0 043 10.47 10.47 122.08 73.10 1.00 1.00 2,74 95.94 63.96 +D+O 750Lr+0.750L+H Dsgn.L= 18.00 ft 1 0.553 0.167 4044 40.44 122.08 73.10 1.00 1.00 10.67 95.94 63.96 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+Lr+S 1 0.6481 9.423 0.0000 0.000 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span D Only 01349 9 302 0.0000 0.000 L Only 0.5131 9.423 0.0000 0.000 Lr+L+S 0.5131 9 423 0.0000 0.000 r + I Remodel For Seventh Day Adventis Title: Job# �/ Dsgnr: Project Desc.: Project Notes. Printed:9 JAN 2009,11:44AM r -- Steel Beam Design ENERCALc,INC.ltiMM,ver 6.02o Description: BM 4(Before Stairwell) Maximum Deflections for Load Combinations -Unfactored Loads _ Load Combination Span Max.Downward Defl Location in Span Max.Upward Deft Location in Span D+L+Lr+S 1 0.6481 9.423 0.0000 0.000 Maximum Vertical Reactions-Unfactored Support&Load Combinati Support Reaction Support 1, (D+L+Lr+S) 8.250 k Vertical Reactions-Unfactored Support notation:Far left is#1 Load Combination Support 1 Support 2 Overall MAXimum 8.250 13.315 D Only 1.760 2.738 Lr Only L Only 6.490 10.577 S Only Lr+L+S 6.490 10.577 W Only E Only H Only D+L+Lr+S 8.250 13.315 Steel Section Properties : W12X22 Depth = 12.300 in I xx = 156.00 inA4 J = 0.293 inA4 Web Thick = 0.260 in S xx = 25.40 inA3 Cw - 164.00 inA6 Flange Width = 4.030 in R xx = 4.910 in Flange Thick = 0.425 in Zx - 29.300 inA3 Area - 6.480 inA2 lyy 4.660 inA4 Weight = 22.058 plf S yy = 2.310 inA3 Wno = 12.000 inA2 Kdesign = 0.725 in R yy = 0.848 in Sw = 5.120 inA4 K1 = 0.625 in Zy = 3.660 inA3 Qf = 4.760 inA3 rts = 1.040 in rT = 1.020 in Ow = 14.400 inA3 Ycg = 6.150 in i Remodel For Seventh Day Adventis Title: Job# Dsgnr: Project Desc.. Project Notes Prinled:9 JAN 2M.11:46AM Steel Beam Design ENERCALC,INC.t9834M.ver B.oZt1 Owner:Lic.#:KW-06006396 License Description: BM 4(After Stairwell) Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 i D(0.81 L(2.7) D(0.405 6(1. UIU.Ib L(U.1b) D(0.068)L(0.281) W 12X22 L 1810 ft Applied Loads _ Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0680, L=0.2810 k/ft,Extent=0.0 »12.50 ft, Tributary Width=1.0 ft Uniform Load: D=0.180, L=0.750 k/ft,Extent=12.50-»18.0 ft, Tributary Width=1.0 ft Varying Uniform Load: D(S,E)=0.0->0.1350, L(S,E)=0.0->0.5630 k/ft,Extent=0.0->>8.50 ft, Tributary Width=1.0 ft Point Load: D=0.4050, L=1.6880 k @ 12.50 ft Point Load: D=0.810, L=2.70 k @ 8.50 ft DESIGN SUMMARY M ' • aximum Beriding Stress Ratio = 0.671 : 1 Maximum Shear Stress Ratio= 0.158 : 1 Section used for this span W12X22 Section used for this span W12X22 Mu :Applied 49.087 k-ft Vu :Applied 10.0917 k Mn/Omega:Allowable 73.104 k-ft Vn/Omega:Allowable 63.960 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 8.456ft Location of maximum on span 18.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.477 in Max Upward L+Lr+S Deflection 0.000 in Live Load Deflection Ratio 452 Max Downward Total Deflection 0.611 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 353 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Omega'Mnx Cb Rm Va Max Vnx Omega"Vnx Overall MAXimum Envelope Dsgn.L= 18.00 ft 1 0.671 0.158 49.09 49.09 122.08 73-10 1.00 1.00 10.09 95.94 63.96 +D Dsgn.L= 18.00 ft 1 0.148 0.034 10.82 10.82 122.08 73.10 1.00 1.00 2.18 95.94 63.96 +D+L+H Dsgn.L= 18.00 ft 1 0 671 0.158 49.09 4909 122.08 73.10 1.00 1.00 10.09 95,94 63.96 +D+Lr+H Dsgn.L= 18.00 ft 1 0.148 0.034 10.82 10.82 122.08 73.10 1.00 1.00 2.18 95.94 63.96 +D+0.750Lr+0.750L+H Dsgn.L= 18.00 ft 1 0.541 0.127 39.52 39.52 122.08 73.10 1.00 1.00 8.11 95.94 63.96 Overall_Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+Lr+S 1 0.6107 9,060 0.0000 0.000 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span D Only 0.1339 9.060 0.0000 0.000 L Only 0.4769 9.060 0.0000 0.000 Lr+L+S 0.4769 9.060 0.0000 0.000 Remodel For Seventh Day Adventis Title: Job# Project Desc.: Project Notes Printed:9 JAN 2009.11:46AM Steel Beam Design aEr:cuc WC.,ee3xooe;Ver.6.020 Description: BM 4(After Stairwell) Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span D+L+Lr+S 1 0.6107 9.060 0.0000 0.000 Maximum Vertical Reactions-Unfactored Support&Load Combinati Support Reaction Support 1, (D+L+Lr+S 8.352 k Vertical Reactions-Unfactored Support notation:Far left is#1 Load Combination Support 1 Support 2 Overall MAXimum 8.352 IUMW D Only 1.849 2.177 Lr Only L Only 6.503 7.915 S Only Lr+L+S 6.503 7.915 W Only E Only H Only D+L+Lr+S 8.352 10.092 Steel Section Properties : W12X22 Depth = 12.300 in I xx = 156.00 in"4 1 = 0.293 inA4 Web Thick - 0.260 in S xx = 25.40 inA3 Cw = 164.00 inA6 Flange Width = 4.030 in R xx - 4.910 in Flange Thick = 0.425 in Zx = 29.300 inA3 Area = 6.480 inA2 Iyy = 4.660 inA4 Weight = 22.058 plf S yy = 2.310 inA3 Wno = 12.000 inA2 Kdesign = 0,725 in R yy = 0.848 in Sw = 5.120 inA4 K1 = 0.625 in Zy = 3.660 inA3 Of = 4.760 inA3 rts = 1.040 in rT = 1.020 in Ow = 14.400 inA3 Ycg = 6.150 in Remodel For Seventh Day Adventis Title: Job# ZI Dsg nr: Project Desc. Project Notes _ Primed:9 JAN 2009.2:56PM Wood Beam Design File:a0caimenla and SettingMam111w,EVERE1T161y DaumentalENERCALC Data F1W\arlingW1M etatlonAd ENERCALC,INC.1983.M,Ver.8.020 r.rr. Owner: Description: Beam 5(wood) Material Properties Calculations per IBC 2006,CBC 2007,2005 NDS Analysis Method: Allowable Stress Design Fb-Tension 2900 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 2900 psi Ebend-xx 2000ksi Fc-Prll 1600 psi Eminbend-xx 0ksi Wood Species :Truss Joist Fc-Perp 650 psi Wood Grade :Parallam 2.0E Fv 290 psi Ft 1000 psi Density 34.15pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 5.25x11.875 12. Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.120, L=0.50 klft, Tributary Width=1.0 ft Varying Uniform Load: D(S,E)=0.0-4.1350, L(S,E)=0.0->0.5630 klft,Extent=0.0->>12.50 ft, Tributary Width=1.0 ft DBIGIII_SIIMMARY •_ • Maximum Bending Stress Ratio = 0.647. 1 Maximum Shear Stress Ratio = 0.470 : 1 Section used for this span 5.25x11.875 Section used for this span 5.25x11.875 fib:Actual = 1,875.17psi fv:Actual = 136.41 psi FB :Allowable = 2,900.00psi Fv:Allowable = 290.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6.628ft Location of maximum on span = 11.577 ft pan#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection ax Downward L+Lr+S Deflection = 0.296 in Max Upward L+Lr+S Deflection = 0.000 in Live Load Deflection Ratio = 506 N Max Downward Total Deflection = 0.373 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 402 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D Length=12.4161 ft 1 0.133 0 096 3.96 385.41 2,900.00 1.16 27.92 290.00 Length=0.083893 ft 1 0.133 0.096 3.96 385.41 2,900.00 1.16 27.92 290.00 +D+L+H Length=12.4161 ft 1 0 647 0 470 19.28 1,875,17 2,900.00 567 13641 29000 Length=0 083893 It 1 0.647 0.470 19.28 1,87517 2,900.00 567 13641 29000 +D+Lr+H Length=12.4161 It 1 0.133 0.096 3.96 385.41 2,900.00 116 27.92 290.00 Length=0,083893 ft 1 0133 0.096 396 38541 2,900.00 1 16 2792 290.00 +D+0750Lr+0.750L+H Length=12.4161 ft 1 0 518 0.377 1545 1,502.73 2,900.00 454 109.29 290.00 Length=0.083893 ft 1 0.518 0 377 15.45 1.50273 2,900,00 454 109.29 290.00 ti Remodel For Seventh Day Adventis Title: Job# 2� Dsgnr: Project Desc.: Project Notes Printed:9 JAN M.2:56PM - -Wood Beam Design - File:abocaJm paents and satbn arnlller.EVERE Wy Documents Ekl4cXLc Date Foemadingw Ate etetlon.ec8 ENERCALC,MC.I883-20DB.Ver.8.020 KW-MOS396 Ucens_ , CI Description: Beam 5(wood) Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+Lr+S 1 0.3728 6.376 0.0000 0,000 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward DeA Location in Span Max.Upward Defl Location in Span D Only 1 0.0767 6.376 0.0000 0.000 L Only 1 0.2961 6.376 0.0000 0.000 Lr+L+S 1 0.2961 6.376 0.0000 0.000 D+L+Lr+S 1 0.3728 6.376 0.0000 0.000 Maximum Vertical Reactions-Unfactored Support notation:Far left is#1 Support&Load Combination Support Reaction Support 1, (D+L+Lr+S) Maximum Vertical Reactions-Unfactored Support notation:Far left is 41 Load Combination Support 1 Support 2 Overall ugk(Iimum 5.422 6.876 D Only 1.124 1.405 Lr Only L Only 4.298 5.471 S Only Lr+L+S 4,298 5.471 W Only E Only H Only D+L+Lr+S 5.422 6.876 Remodel For Seventh Day Adventis Title: Job# Dsgnr: 23 Project Desc.: Project Notes Printed:9 JAN 2009,2:55PM Steed Beam De.Sl n Flta:aftoimants and SWtngslamllhu,EVERE1TWy DocunwntMENERCALC Data Fllesladinglon Are atOw ec8 ' 9 ENERCALC,INC.1983-M,Ver.8.020 r.rr. Owner: Description: Beam 5(steel) Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 i W 10X12 L-L 12.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.120, L=0.50 k/ft, Tributary Width=1.0 ft Varying Uniform Load: D(S,E)=0.0-4.1350, L(S,E)=0.0->0.5630 k/ft,Extent=0.0->>12.50 ft, Tributary Width=1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.616: 1 Maximum Shear Stress Ratio= 0.183 : 1 Section used for this span W10X12 Section used for this span W10X12 Mu :Applied 19.228 k-ft Vu :Applied 6.8587 k Mn/Omega:Allowable 31.207 k-ft Vn/Omega:Allowable 37.5060 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 6.628ft Location of maximum on span 12.500 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.278 in Max Upward L+Lr+S Deflection 0.000 in Live Load Deflection Ratio 539 Max Downward Total Deflection 0.349 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 429 Maximum Forces&Stresses for Load-Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Me-Max Mnx Omega`Mnx Cb Rm Va Max Vnx Omega'Vnx Overall MAXimum Envelope Dsgn.L= 12.42 ft 1 0.616 0.180 19.23 19.23 52.12 31.21 1.00 1.00 6.75 56.26 37.51 Dsgn.L= 0.08 ft 1 0.616 0.183 0.57 19.23 52.12 31.21 1.00 1.00 6.86 56.26 37.51 t +D Dsgn.L= 12.42 ft 1 0.125 0.036 3.91 3.91 52.12 31.21 1.00 1.00 1.37 56.26 37.51 Dsgn.L= 0.08 ft 1 0.125 0,037 0.12 3.91 52.12 31.21 1.00 1.00 1.39 56.26 37.51 +D+L+H Dsgn.L= 12.42 ft 1 0.616 0.180 19.23 19.23 52.12 31.21 1.00 1.00 6.75 56.26 37.51 Dsgn.L= 0.08 ft 1 0.616 0.183 0.57 19.23 52.12 31,21 1.00 1.00 6.86 56.26 37.51 +D+Lr+H Dsgn.L= 12.42 ft 1 0.125 0.036 3.91 3.91 52.12 31.21 1,00 1.00 1.37 56.26 37.51 Dsgn.L= 0.08 ft 1 0.125 0.037 0.12 3.91 52.12 31.21 1.00 1.00 1.39 56.26 37.51 +D+0.750Lr+0.750L+H Dsgn.L= 12.42 ft 1 0.493 0.144 15.40 15.40 52.12 31.21 1.00 1,00 5.40 56.26 37.51 Dsgn.L= 0.08 it 1 0.493 0.146 0.46 15.40 52.12 31.21 1.00 1.00 5.49 56.26 37.51 - Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+Lr+S 1 0.3491 6.376 0.0000 0.000 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span D Only 1 0.0710 6 376 0.0000 0.000 i Remodel For Seventh Day Adventis Title: Job# Dsgnr: /) 7 Project Desc.: /� Project Notes Prinled:9 JAN 2009,2:55PM Steel Beam Design P11e cwomeft arW S91tngslamillef.EVERETM1y Documeo ENERCALC Data ReMarlingtan 11re 8MMA0 ' ENERCALC,INC.1%1-2008,Ver.6.020 KW4M6396 License • ► Description: Beam 5(steel) Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span L Only 1 0.2781 6 376 0.0000 0,000 Lr+L+S 1 0.2781 6.376 0.0000 0.000 D+L+Lr+S 1 0.3491 6,376 0.0000 0.000 Maximum Vertical Reactions-Unfactored Support&Load Combinati Support Reaction Support 1, (D+L+Lr+S) Vertical Reactions-Unfactored Support notation:Far left is#1 Load Combination Support 1 Support 2 Overaii MAXimum 5 401 6.859 D Only 1.107 1.388 Lr Only L Only 4.298 5.471 S Only Lr+L+S 4.298 5.471 W Only E Only H Only D+L+Lr+S 5.404 6.859 Steel Section Properties : W10X12 _ Depth - 9.870 in I xx = 53.80 inA4 J = 0.055 M 4 Web Thick = 0.190 in S xx = 10.90 inA3 Cw = 50.90 1nA6 Flange Width = 3.960 in R xx = 3.900 in Flange Thick = 0.210 in Zx = 12.600 inA3 Area 3.540 inA2 Iyy = 2.180 1nA4 Weight = 12.050 plf S yy = 1.100 inA3 Wno = 9.560 inA2 Kdesign = 0.510 in R yy = 0.785 in Sw = 1.990 inA4 K1 = 0.563 in Zy = 1.740 inA3 Of = 1.910inA3 its = 0.983 in rT = 0.960 in Qw = 6.140 inA3 Ycg = 4.935 in 'b DI Project No. Sheet No. r= nE5i 1EER5 013'11-067 142, Project Date Subject By\3eGm 5�z�R Ar� Bri G 0. J\V' ( I�►�o)l lu - 110 TIC q @ «AID 0( '9) Ga P5LiDiixIE7/8 =DCI Project No. Sheet No. enEii LEERS d� f• 4�<7 1 1 Project n 1 Date Subject pxvv By Q17 LJUL- (4)00;; - 110 Wes- (rz�) 'WO vV � �bo Tx WeXIO ;�, �� I DC I Project No. Sheet No. r= n ciinEERS /0- Project Date Subject By wb�= Igo �1� ,���' 1SO �ik C7 1�; f e 3b ( 7 ox 7 x ay x �HS 12X C �� ti DC' I Project No. Sheet No. Enr. inEER5 06-a�-061 �q28 Project Date Subject gy � I-�n�� SvYp�r� S�rnrr�v.� , GilY1 ROO; Leif' '/-, -Z 602,3 } ►� ; �1 1 " �O�J, > 070 bevy,, e �0a0-* 17 36 ;IN tJCJ l I of 7 �0 p�� �j� ��y3/16 ✓PoJ M 1170' +7(u* � �170'A (0 13s �l-e HURL NO p," _, a0 9,5��)�����''a�� �,�75� w �S ,, I �I I DOProject No. Sheet No. E n G I n E E R S 06-"11-Q6 7 62 Project Date I(�s/ y Subject By AeM any�5# vsC to 41,11:1 n � � (36ks.„IO�n�{10 � ra lox 01- to DC I Project No: Sheet No: E n I n E r� s 08-21-067 �31 Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Roof Beam Grid 2-3 Effective Stud Length, L, = 9.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 9.50 ft Species and Grade= Hem Fir No. 2 Stud Depth, d, = 5.50 in Fi, = 850 psi Stud Width,dz= 1.50 in Fc= 1,300 psi Stud Axial Load= 3780.0 lb Fc(perp)= 405 psi Lateral Load= 18.00 psf E= 1,300,000 psi Stud Spacing = 16.0 in Emin= 470,000 psi L/A allowable= 600 Duration Factor(Cp) = 1.15 Wind/Seismic Duration Factor(Co)= 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 20.73 Fb Wet Service(CM)= 1.00 Fc perp Wet Service(CM) = 1.00 Slenderness Ratio= 20.73 Slenderness O.K. Emi Wet Service(CM) = 1.00 Temp Factor(CJ = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Cf) = 1.10 Cp= 0.466 Fb Size Factor(Cf)= 1.30 Moment, M= 270.8 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 429.6 psi Bearing Area (Cb)= 1.25 FcE= 899.26 Emin= 470,000 psi fc= 458.2 psi Fc*= 1,645 psi Fb*= 1,768 psi F c perp'= 506 psi Combined Loading(Per 2005 NOS Section 3.9) (f'c/F'c)z+fb/[Fb' ( 1 -fc/FcE,) l < 1.0 0.358 + 0.495 = 0.853 <1.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 458.2 psi < Fc(perp)', Bearing O.K. 91% Out of Plane Wall Deflection A = 0.16in VA = 700.74 OK .r, .� - D C I Project No: Sheet No: 08-21-067 E n G I fl E E R S - Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Beam 5-6 Effective Stud Length, L, = 9.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 9.50 ft Species and Grade= Hem Fir No. 2 Stud Depth, d, = 5.50 in F, = 850 psi Stud Width, d2= 3.00 in Fc= 1,300 psi Stud Axial Load= 6040.0 lb Fc(perp)= 405 psi Lateral Load= 18.00 psf E= 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/o allowable= 600 Duration Factor(Co) = 1.15 Wind/Seismic Duration Factor(Co) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 20.73 Fb Wet Service(CM) = 1.00 Fc perp Wet Service(CM) = 1.00 Slenderness Ratio= 20.73 Slenderness O.K. Emin Wet Service(CM) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Cf) = 1.10 Cp= 0.466 Fb Size Factor(Cf) = 1.30 Moment, M= 270.8 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 214.8 psi Bearing Area (Cb) = 1.13 FcE= 899.26 Emin= 470,000 psi fc= 366.1 psi Fc*= 1,645 psi Fb*= 1,768 psi F c perp'= 456 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)z+ fb/ [Fb' ( 1 -fc/FcE,) ] < 1.0 = 0.229 + 0.205 = 0.433 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 366.1 psi <Fc(perp)', Bearing O.K. 80% Out of Plane Wall Deflection e = 0.08 in Ve = 1401.48 OK 1' � - D C I Project No: Sheet No: E M G I n E E R S 08=21-067 �33 Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Post A Effective Stud Length, L, = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length,L2= 12.50 ft Species and Grade= Hem Fir No. 2 Stud Depth,d, = 5.50 in Fb= 850 psi Stud Width,d2= 4.50 in Fc= 1,300 psi Stud Axial Load= 8123.0 lb Fc(perp)= 405 psi Lateral Load= 18.00 psf E = 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/A allowable= 600 Duration Factor(CD) = 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service (CM) = 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service(CM) = 1.00 Fc pefp Wet Service (CM) = 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emir,Wet Service(CM) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Cf) = 1.10 Cp= 0.331 Fb Size Factor(Cf) = 1.30 Moment, M= 468.8 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 247.9 psi Bearing Area (Cb) = 1.08 FcE= 519.41 Emir = 470,000 psi fc= 328.2 psi Fc*= 1,430 psi Fb*= 1,768 psi F c perp'= 439 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+ fb/[Fb' ( 1 -fc/FCEI) ] < 1.0 = 0.482 + 0.381 = 0.863 <1.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 328.2 psi < Fc(perp)', Bearing O.K. 75% Out of Plane Wall Deflection A = 0.16in L/A = 922.83 OK - D C I Project No: Sheet No: E n G I rl t= E R E O$-2 -067 4 3-1 Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Post B Effective Stud Length, L, = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 12.50 ft Species and Grade= Hem Fir No.2 Stud Depth, d, = 5.50 in Fb= 850 psi Stud Width, d2= 3.00 in Fc= 1,300 psi Stud Axial Load= 4350.0 lb Fc(perp)= 405 psi Lateral Load= 5.00 Psf E= 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/A allowable= 600 Duration Factor(Q))= 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM)= 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service(CM)= 1.00 Fc perp Wet Service(CM)= 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emin Wet Service(CM) - 1.00 Temp Factor(Cf)= 1.00 C= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Cf)= 1.10 Cp= 0.331 Fb Size Factor(Cf)= 1.30 Moment, M= 130.2 lb-ft Fb Repetitive Member Factor(Cr)= 1.00 fb= 103.3 psi Bearing Area (Cb)= 1.13 FcE= 519.41 Emin= 470,000 psi fc= 263.6 psi Fc*= 1,430 psi Fb*= 1,768 psi F c perp = 456 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+fb/(Fb' ( 1 -fc/FcE,) l < 1.0 0.311 + 0.119 = 0.430 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 263.6 psi <Fc(perp)', Bearing O.K. 58% Out of Plane Wall Deflection A = 0.07 in L/A = 2214.78 OK I - D C I Project No: - Sheet No: CnCInEE r� S 08-21067 43.6" Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Post E Effective Stud Length, LI = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, LZ= 12.50 ft Species and Grade= Hem Fir No. 2 Stud Depth, d, = 5.50 in Fb= 850 psi Stud Width, d2= 6.00 in Fc= 1,300 psi Stud Axial Load= 12100.0 lb Fc(Perp)= 405 psi Lateral Load= 18.00 psf E= 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/o allowable= 600 Duration Factor(CD) = 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM)= 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service(CM) = 1.00 Fc pefp Wet Service(CM) = 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emin Wet Service(CM) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Q) = 1.10 Cp= 0.331 Fb Size Factor(Q)= 1.30 Moment, M= 468.8 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 186.0 psi Bearing Area (Cb) = 1.00 FcE= 519.41 Emin'= 470,000 psi fc= 366.7 psi Fc*= 1,430 psi Fb*= 1,768 psi F c perp' = 405 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+fb/[Fb' ( 1 -fc/FcEl) I < 1.0 = 0.602 + 0.358 = 0.959 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 366.7 psi <Fc(perp)', Bearing O.K. 91% Out of Plane Wall Deflection 0 = 0.12in L/A = 1230.44 OK �: �� I �� mm =_ D C I Project No: Sheet No: C n C 08-21-067 A36 Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Post J Effective Stud Length,L, = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 12.50 ft Species and Grade= Hem Fir No. 2 Stud Depth,d, = 5.50 in Fb= 850 psi Stud Width,d2 = 3.00 in Fc= 1,300 psi Stud Axial Load= 4070.0 lb Fc(perp)= 405 psi Lateral Load= 5.00 psf E= 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/A allowable= 600 Duration Factor(Co)= 1.00 Wind /Seismic Duration Factor(C)) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service(CM)= 1.00 Fc perp Wet Service(CM) = 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emin Wet Service(CM) = 1.00 Temp Factor(CJ = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Q) = 1.10 Cp= 0.331 Fb Size Factor(Q) = 1.30 Moment, M= 130.2 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 103.3 psi Bearing Area (Cb) = 1.13 FcE= 519.41 Emin= 470,000 psi fc= 246.7 psi Fc*= 1,430 psi Fb*= 1,768 psi F c perp '= 456 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+ fb/[Fb'( 1 -fc/FcE,) l < 1.0 = 0.272 + 0.111 - 0.384 <1.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 246.7 psi <Fc(perp)', Bearing O.K. 54% Out of Plane Wall Deflection A = 0.07 in L/A = 2214.78 OK i i - D C I Project No: Sheet No: E n G l n E E R s 08-21-067 �j� Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Post N Effective Stud Length, L, = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 12.50 ft Species and Grade= Hem Fir No.2 Stud Depth,d, = 5.50 in Fb= 850 psi Stud Width,d2= 4.50 in Fc= 1,300 psi Stud Axial Load= 8170.0 lb Fc(Pere)= 405 psi Lateral Load = 18.00 psf E= 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/e allowable= 600 Duration Factor(CD) = 1.00 Wind /Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service (CM) = 1.00 Fc perp Wet Service (CM) = 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emin Wet Service (CM) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Q) = 1.10 CP= 0.331 Fb Size Factor(G) = 1.30 Moment, M= 468.8 lb-ft Fb Repetitive Member Factor(Cr)= 1.00 fb= 247.9 psi Bearing Area (Cb)= 1.08 FcE= 519.41 Emin= 470,000 psi fc= 330.1 psi Fc*= 1,430 psi Fb*= 1,768 psi F c Perp = 439 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+fb/[Fb' ( 1 -fc/FcEI) ] < 1.0 = 0.488 + 0.385 = 0.872 4.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(Perp)= 330.1 psi <Fc(perp)', Bearing O.K. 75% Out of Plane Wall Deflection e = 0.16 in L/e = 922.83 OK � • I - D C I Project No: Sheet No: c n C 08-21-067 A3 b Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NOS AEM STUD ID: Post 0 Effective Stud Length, L, = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 12.50 ft Species and Grade= Hem Fir No.2 Stud Depth, d, = 5.50 in Fb= 850 psi Stud Width, d2= 3.00 in Fc= 1,300 psi Stud Axial Load= 5000.0 lb Fc(peril)= 405 psi Lateral Load= 18.00 psf E= 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/A allowable= 600 Duration Factor(Co)= 1.00 Wind/Seismic Duration Factor(CD)= 1.60 Slenderness Limit= 50 Fc Wet Service(CM)= 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service(CM) = 1.00 Fc pefp Wet Service(CM)= 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emin Wet Service(CM) = 1.00 Temp Factor(Ct)= 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Cf)= 1.10 Cp= 0.331 Fb Size Factor(Cf)= 1.30 Moment, M= 468.8 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 371.9 psi Bearing Area(Cb) = 1.13 FcE= 519.41 Emin= 470,000 psi fc= 303.0 psi Fc*= 1,430 psi Fb*= 1,768 psi F c perp = 456 psi Combined Loading (Per 2005 NOS Section 3.9) (f'c/F'c)z+ fb/(Fb'( 1 -fC/FcE,) ] < 1.0 0.411 + 0.505 = 0.916 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 303.0 psi <Fc(perp)', Bearing O.K. 67% Out of Plane Wall Deflection A = 0.24 in L/A = 615.22 OK ��. �.� I - D C I Project No: Sheet No: E n C. I n E E s 08-21-067 lq3,! Project: Date: Arlington Firestation 01/28/09 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2005 NDS AEM STUD ID: Left/Right HDR Effective Stud Length, L, = 12.50 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, L2= 12.50 ft Species and Grade= Hem Fir No.2 Stud Depth, d, = 5.50 in Fb= 850 psi Stud Width, d2= 3.00 in Fc= 1,300 psi Stud Axial Load= 2375.0 lb Fc(perp)= 405 psi Lateral Load= 18.00 psf E = 1,300,000 psi Stud Spacing= 16.0 in Emin= 470,000 psi L/0 allowable= 600 Duration Factor(CD) = 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 27.27 Fb Wet Service(CM) = 1.00 Fc perp Wet Service(CM) = 1.00 Slenderness Ratio= 27.27 Slenderness O.K. Emin Wet Service(Cm) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 (=0.8 for sawn lumber) Fc Size Factor(Cf) = 1.10 Cp= 0.331 Fb Size Factor(Cf) = 1.30 Moment, M= 468.8 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 371.9 psi Bearing Area (Cb) = 1.13 FcE= 519.41 Emin = 470,000 psi fc= 143.9 psi Fc*= 1,430 psi Fb*= 1,768 psi F c peril' = 456 psi Combined Loading(Per 2005 NOS Section 3.9) (f'c/F'c)2+fb/[Fb' ( 1 -fc/FcE,) ] < 1.0 = 0.093 + 0.291 = 0.384 <1.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 143.9 psi <Fc(perp)',Bearing O.K. 32% Out of Plane Wall Deflection e = 0.24 in Ve = 615.22 OK .1 I� DCITNGINEERS Project No. Sheet No. D ' AMATO CONVERSANO INC. .M<_ 1-P067 �I Project Date Subject By 5 W �N� � a-o'x U � = 6 '`' I g I S Pf-f-a- H Ir[--T; Co 4 P t 6,v V Ay /1//s b--) R S l-G A 5 C-c) VC R 4, E /w ti --i FL- Mm- D C I Project No. Sheet QNo. E no in E E R SBL— Project Date Subject U By .� S L LRdL / � LO0p- w w � Z 5 + 5 31 + G op /� z vv� 706 -a 3' w a43' + 4' 4(4' 48 w Mm—D C I Project No. Sheet No. EnEsinEER5 63 Project Date Subject By Sr !�- oa I�. S. lri. 2., 6 6_cl 6 A 13 0 7.3 44 � I$ Z �-2— 'U_ o (ao � + r o , s6o vU 2- -3 q 6 7 _ -7 72S _ -773 ' /i ( o � 3, S' 3, s t 3' r�o �ck'�z� + lv, sov# _ o, so o' u u 6 + /, wq ,A 46` 4' + T Project No: Sheet No: E n E 08-21-067 ,Q Project: Date: Arlington FS 46 3/11/09 Subject: By: Shearwall Design JS I.D.: Wall 4- 13 ft(Levels 1&2) INPUT: Wall self weight: SW = 8.0 psf Min dead load coefficient: DF= 0.60 Max dead load coefficient: 1.00 Vertical EQ coefficient: 0.7*0.2Sps= 0.16 Lateral Force Level 0.0 k 0.0 plf DL 0.0 plf LL o G o = 0 0.0 k 0.0 plf _ DL _ �r v 0.0 plf LL o p o = 0 0.0k ` 0.0Of DL t v .0 plf LL � o o = 0 10.5 k 10.0 plf DL R v 40.0 plf LL o o z 10.0 k 195.0 plf DL 2 520.0 plf LL o G o = V 1 U. U Ot 13.5' OUTPUT: Level Overturning Resisting Net Holdown Force Chord Force Cumulative Moment Moment Moment (HD) (CF) Shear/Foot(V) R 105 ft-k 4 ft-k 101 ft-k 2 310 ft-k 15 ft-k 295 ft-k 7.8 k 7.8 k 778 plf 1 22.7 k 23.4 k 1519 plf Level 2 1 SW Type #N/A #N/A #N/A 2W3 ** NG** Capacity #N/A #N/A #N/A 980 plf #N/A it iiiiiiitiiti• Project No: Sheet No: 0 C I E n c l n E E R s 08-21-067 ,BS Project: Date: Arlington FS 46 3/11/09 Subject: By: Shearwall Design JS I.D.: Wall C.5-8 ft(Levels 1&2) INPUT: Wall self weight: SW = 8.0 psf Min dead load coefficient: DF = 0.60 Max dead load coefficient: 1.00 Vertical EQ coefficient: 0.7'0.2SDS= 0.16 Lateral Force Level 0.0 k 0.0 plf DL �r 0.0 PH LL o � o = 0 0.0 k 0.0 plf DL v 0.0 plf LL � o o � 0 0.0 k 0.0 plf DL i .0 plf LL o p o = 0 4.0 k 10.0 plf DL R ,!% v 40.0 Of LL oli Q CD = 3.8 k 10.0 plf DIL v 40.0 plf LL 0 0 o = t V U 0.5' (typ) 0.5' (typ) 8.0' OUTPUT: Level Overturning Resisting Net Holdown Force Chord Force Cumulative Moment Moment Moment (HD) (CF) Shear/Foot(V) R 40 ft-k 1 ft-k 39 ft-k 2 118 ft-k 3 ft-k 115 ft-k 5.2 k 5.1 k 500 plf 1 I 15.4 k 14.9 k 975 plf Level 2 1 SW Type #N/A #N/A #N/A W2 2W3 Capacity #N/A #N/A #N/A 640 plf 980 plf i M Project No: Sheet No: �Mw:mm�M 0 C I EnGInEERs 08-21-067 ,Bro Project: Date: Arlington FS 46 3/11/09 Subject: By: Shearwall Design JS I.D.: Wall C.5-3 ft(Levels 1&2) INPUT: Wall self weight: SW = 8.0 psf Min dead load coefficient: DF= 0.60 Max dead load coefficient: 1.00 Vertical EQ coefficient: 0.7*0.2SDS = 0.16 Lateral Force Level 0.0 k 0.0 plf DL 0.0 pif LL o � o = 0 0.0 k 0.0 pif DL v 0.0 plf LL o p o = 6 0.0 k 0.0 pif DL v 0.0 pif LL o p o = 0 2.5 k 10.0 plf DL v 40.0 pif LL 0 0 o = 2.4 k 10.0 pif DL 2 t 40.0 plf LL >✓ o o = V 1 A%o U Olt 0.5'(typ) •5,(typ) 9.0' OUTPUT: Level Overturning Resisting Net Holdown Force Chord Force Cumulative Moment Moment Moment (HD) (CF) Shear/Foot(V) R 25 ft-k 2 ft-k 23 ft-k 2 74 ft-k 3 ft-k 71 ft-k 2.8 k 2.8 k 278 plf 1 8.3 k 8.4 k 544 pif Level 2 1 SW Type #N/A #N/A #N/A W4 W2 Capacity #N/A #N/A #N/A 350 pif 640 plf i �� C I Project No: Sheet No: En E3 i HE E R S 08-21-067 '- Project: Date: Arlin on FS 46 3/11/09 Subject: By: Shearwall Design JS I.D.: Wall C.5-4 ft(Levels 1&2) INPUT: Wall self weight: SW = 8.0 psf Min dead load coefficient: DF= 0.60 Max dead load coefficient: 1.00 Vertical EQ coefficient: 0.7"0.2Sps= 0.16 Lateral Force Level 0.0 k 0.0 plf DIL t, 0.0 plf LL o � o = 0 0.0 k — 0.0 plf DL n v V.0 Of LL o Q o = 0 0.0 k 0.0 plf DL n v .0 Of LL o p o = 0 :2.0 k E 10.0 plf DL R�; v 40.0 plf LL 0 0 o = 1.9 k E 10.0 plf DL 2 � v 40.0 plf LL o G o = V U- U 0.5' (typ) - - - -o.s (tyP) 4.5' OUTPUT: Level Overturning Resisting Net Holdown Force Chord Force Cumulative Moment Moment Moment (HD) (CF) Shear/Foot(V) R 20 ft-k O ft-k 20 ft-k 2 59 ft-k 1 ft-k 58 ft-k 4.9 k 4.5 k 444 plf 1 14.5 k 13.2 k 867 plf Level 2 1 SW Type #N/A #N/A #N/A W3 2W3 Capacity #N/A #N/A #N/A 490 pif 980 plf u �; I 1 DC I Project No: Sheet No: EnGInEER5 08-21-067 �$ Project: Date: Arlington FS 46 3/11/09 Subject: By; ShearwaH Design JS I.D.: Wall C.5-3 ft(Levels 1&2) INPUT: Wall self weight: SW = 8.0 psf Min dead load coefficient: DF= 0.60 Max dead load coefficient: 1.00 Vertical EQ coefficient: 0.7*0.2Sps= 0.16 Lateral Force Level 0.0 k 0.0 plf DL n 0 o 0 y 0 0.0 k 0.0 If DL , v .0 plf LL o p o � 0 0.0 k N 0.0 plf DL 'L o.0 plf LL o p o x 0 2.7 k 10.0 plf DL R v 40.0 plf LL `y o G o = 2.6 k 10.0 plf DL 2 v 40.0 plf LL o C c = V 1 � f U 0.5'(typ) / 5' (typ) 10.0' OUTPUT: ANIL Level Overturning Resisting Net Holdown Force Chord Force Cumulative Moment Moment Moment (HD) (CF) Shear/Foot(V) R 27 ft-k 2 ft-k 25 ft-k 2 80 ft-k 4 ft-k 76 ft-k 2.6 k 2.8 k 270 plf 1 8.0 k 8.1 k 530 plf Level F 2 1 SW Type #N/A #N/A #N/A W4 W2 Capacity #N/A #N/A #N/A 350 plf 640 plf i C. x° _ C. T M c 3 p N N N 0 N U) N N N N N E N N N N N p O O V co n N 0o n M 0) N — cn 00 (O N O 0 UV Z 2 O N It 00 M (O 00 M c) Ln 00 0) (O m 0) 0) = O LL O O M M N N v It U) 00 O O 00 v N LL r O M M N 00 �t N N 00 00 N L2 0) Ln C d -0 0) � Q Q LL O LL O C L_ 2 LL LL N O (D 00 N N 00 N M 0) N 0) 00 (D N O a+ LO Z Nv 00 M (O 00 M 0) u) 00 lD v m a) a) ;' •~ U Za OOMMf` t` � ao � � 0co vN Za N, O M M N 00 v N N 00 00 N` Ln v •O N 0) � a` c c Ln c c (D Ln Ln Ln 00 � O O000 CO M O N N 41 N N E 0 v Ln rl M M 't ^ 00 O N, 00 r- N 00 N D) E '1/1 p N Ln M M N M 00 cis N r N p M M a. M � C c O O O O O coo 000 0 O 000 0 E .. Ln v N (D co 0 00 0 co v o v m It O 00 E ,, 7 c 0) 0 N- M cn 00 00 O O N, O M 0o M cn c N vi l0 Ni LD .- ^ Na; O) LD M � N N` O N E N 0) N (D N N M N N Ln > p O 0 O g � � w O p p 0 w .� J ILL -a Q Q Q a Q Q a a a a Q a a a a a J 0 Cc a 00 00 00 00 CO O O O w w 0w N N N N Q a 'C Cc 0 � C p� Ole S -0 n N I- N P O O O n N N N N O O O O O •� (O J O (O (D (D (D LO O O O LO (D (O (O (O O O O O J V p (D to (D (.0 LD 0) 0) (3) LD LO (D LO (D 0) (7) 0) 0) 7 LC. N N cc O O O O O c; O O O O O O c; O O O O 0 c a a — o OLo r 3 ~ 00000 000 o o 0 o 0000 3 d a 0 0 0 OD .6 00 �2 00 N N N N — L ' L O cm 0 0 0 0 0 000 O O O O O O O O O f 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 II II a - - - - - - - .- - - - - - - - - - 41 3 = O O w - - - 41O Q. a cc 0LLa a Cl Cl CL a a Q a a d L LL 0) 41 OD (D (O LD (D (O (D (O m M (O (O (D (D ) ` N t` n n O 0) N n N N N N N v v N O) O_ N N N 00 MN N N n N- P N I0) m, u O O O O O O O O 0 0 0 q o O O O O f° c�i 3 N N (O 00 � M ui 00 N vi v LA � L+') v Ln T N 3 LN N N N tu 0 9 J W 0 J �I N N N N N .- .- •- N N N N N - - - -If II LL 47 V 1 V m c J J N cc y Mn C °8 V)LO N S 0 ' m0 v (D QQQ v (D QQQQ t c o 3 - y b = a 0 3 t� i� �+ I I c c 0 0 0 0 x x 0 M - - C C O .fl d 'n O O O 2 00 h N 00 P, M C) N 0) u) 00 l0 N O O x O N v 00 M w 00 M 0) M 00 (D v 0) 0) 0) x O a! LL O O 0) M h N v v u) 00 O 00 It N LL y M M N 00 v N (\j 0o 00 N 01 L) v v N ~ H N F- p m 0) N O � 0) m Q Q l0 LL O LL O L �i LL LL rl N O O «. 00 N N 00 r` M 0) N (n M 00 tD N O Z +'' "- 00 M l0 00 M O) N 00 l0 v 0) O) 0) Z a O O 0) M N r- ll) .- 00 0 00 v N Z a C D M M N 00 v N N 00 Oo P L 0) L, v at v O a` tm 0 C N O v CO lD OLn Ln Ln 00 � 0 0000 00 M 0 N N '� N v_) E O N N M M et n CO D r- 00 N N 00 N E N u) M M N to 00 N N r t0 a) m 07 O) C c 00000 000 00000 0000 E In It N w co 0 00 o co v o v 0) v 0 00 0 E .� 7 C 0) � M O) 00 00 O O O M r 00 M O) 7 C t O m w N w � N 0) O) CO M r N t` E ON N l0 N N M N N In O 0 0 r- r- w w- w w w w p 0 J LL Q a o. a s a a a co co Goa a a O' a O.Q a a J LL Qa 00 00 00 00 00 O O O lD CO CO Cp N N N N Q a 'C co .�. M C C f0 ° r- NF- ern 000 r� Nr- Nrl 0000 0 ° �O C J U CD (.0wlD l0 O O O lD to CO CO W O O O O J j '0 O CO CO lD lD lD 0) C) 0) CD lD t0 l0 lD 0) 0) (3� 0) -O 7 tC. m D 00000 000 O O O O O 0000 y y a a po< pa R C 00000 Q O O O 00 00 00 �2 W N N N N ~ 00 000 000 00 000 0000 COD) 3 = 60000 000 00000 0000 3 = 41 3 w ' w .� w ' w - w � m 8 a aaa a a a a a a a ° a a a a a m O 'c LL 6) m 0) 00 CO CO CD (fl CO op CO T M ww to t0 LL N t` N N O 0) n N n N N N Lf) N v v N N ti N N N 00 M N N N N r` P, n v v v a CO 3 u o o o 0 o o o 0 o o 0 0 o o o 0 0 3 CO 00 �2 M In 00 N M y In �2 M 4L� �2 N fn —Ln y N N uwQ�+ J 3 N N N N N N N N N N 3 L- II II W m � c � c J E J N An Mn LD — N z F O1 a. N J J N N d d > S v p p � 0 � � � vcD QQQ � vco QQQQ o CL R o Q N d m z a of U ve/ 0 z° m o z o n o m 9 2 IMP o W O to 4 p p p coO O O d{`OI li n n u n o u n a E-Ri U U U U 3 �3333 c y B ELL LL LL LL L fn �jT.a U yd� II II IIgQ IIg > II J t T LL LL ci ID V II7711 ♦ B Z � J LL LL 11 11 O fV J J ^ + + J J v.J.'. + + C c J y J C c n ry ry •� j II + � g ry ry al U¢ LL �r I > > 3 3 ZZ ? a W O 3N U a o n C t r 2 W u 1111W � � O L 4 I I� IC, 18 IL N 6 I = 2 ; 3 > > > LL LL LL 4 ;i 1 0 2 � 8 of 6 m tD 3 O p$ S S O n L N Oc po f0 r Q L co 8 $ g O v v o u II p II 11 II II II t b F Z N l0 1°U U U U O ELL LL IL LL � S J Do I � F,�•�mm E u u u n M J LL LL g e IF p p� M fh N N ath: J $ O N t0 n N C4 r u t t J LL LL u n t7 J J ^ + + J J > J J + + O J J y O C 11 J C ^ ry ry O J II II J J �• 4 II b ry ry -N •L-• " v • , J J Q U LL y to > > 3 3 >?Z Z W c 3 D LL p 11 W C N S W 3 C It, '•1 II � 11 11 > IIIIW U A 11 II II II II II G d w x x x 3 3 > > > u u u WDICUENGINEERS D ' AMATO CONVERSANO INC PROJECT NO: 08-21-067 Sheet No: j/3 PROJECT : Arlington Firestation Addition Date: 3/11/09 Subject: Printed: 9:01 AM ASCE 7-05 Wind Loads By: is I.D.. Input Data: Ref: 3 sec. gust wind speed: V= 85 mph FIG.6-1 Mean roof height: h = 58 ft 6.3 Bldg. dim. normal to wind: B = 42 ft 6.3 Bldg. dim. parallel to wind: L= 69 ft 6.3 Period Parameters Ct= 0.02 x= 0.75 TBL. 12.8-7 Structure natural period: T = 0.42034 s Damping ratio: (3 = 0.05 6.3 Occupancy category: Essential Facilities(Hospital, Emergency, Defense) TBL. 1-1 Region: Non-Hurricane, Hurricane w/V<100,Alaska TBL.6-1 Exposure category: B(Urban/Suburban,Wooded Areas) 6.5.6 Enclosure category: Enclosed 6.2 Roof angle from horizontal: 0 degrees 6.3 Topography type: Flat FIG.6-4 Topo crest height: H = Oft (negative for valleys) FIG.6-4 Topo half-height distance: Lh = 0 ft FIG.6-4 Horiz. distance from crest: x = 0 ft (negative for upwind direction) FIG.6-4 Structure base height: Zb= Oft (relative to upwind grade, negative for valleys) Structure natural frequency: ni = 1/T = 2.38 Hz (Rigid Structure) 6.2 Wind directionality factor: Kd = 0.85 (building structure) TBL.6-4 Importance factor: I = 1.15 TBL.6-1 'Topographic Factor: Ref: Horiz. attenuation factor: µ= 1.5 FIG.6-4 Height attenuation factor: y= 0.0 FIG.6-4 Topographic multipliers: K, = 0.000 FIG.6-4 K2 = 0.000 K3 = varies, see table Topographic factor: Ke= (1+K,*K2*K3)2 = varies, see table 6.5.7.2 Rigid Structure Gust Factor: Ref: Turbulence intensity factor: c= 0.3 TBL.6-2 Min. equiv.structure height: Zmin = 30 ft TBL.6-2 Equivalent structure height: zbar= MAX(0.6*h,Zmin) = 34.8 ft 6.5.8.1 Turbulence intensity: IZ= c*(33/zbar)"6 = 0.297 6.5.8.1 Integral length scale factor: I = 320 TBL.6-2 Integral length scale exp.: ebar= 0.333 TBL.6-2 Turbulence int. length scale: LZ= 1*(zbar/33)Ebar= 326 6.5.8.1 Background response: Q = (1/(1+0.63*((B+h)/Lz)0.63))1i2 = 0.877 6.5.8.1 Rigid gust factor: G = 0.925*((1+1.7*3.4*IZ*Q)/(1+1.7*3.4*lz)) = 0.853 6.5.8.1 I I �� I I ,r DCI � ENGINEERS �� D 'AMATO CONVCRSANO INC. PROJECT NO: oa-zi-obi Sheet No: PROJECT : Arlington Firestation Addition Date: 3/11/09 Subject: Printed: 9:01 AM ASCE 7-05 Wind Loads By: is I.D.. Flexible Structure Gust Factor: Ref: Resonant peak factor: 9R = (2*LN(3600*n,))"2+0.577/(2*LN(3600*nl)") = 4.391 6.5.8.2 Mean hourly wind factor: bbar = 0.45 TBL.6-2 Mean hourly wind exponent: abar= 0.25 TBL.6-2 Mean hourly wind speed: VZ= bbar*(zbar/33)«bar*V*88/60 = 56.85 ft/s 6.5.8.2 Reduced frequency: N1 = nl*LZ/VZ= 13.630 Hz 6.5.8.2 Resonance factor n: Rn = 7.47*N1/(1+10.3*Nf)" = 0.027 6.5.8.2 Resonance factor h: Rh = 1/(4.6*n,*hNZ)-1/(2*(4.6*n,*hNz)2)*(1-e^(-2*4.6*n,*hNZ))= 0.086 6.5.8.2 Resonance factor B: RB = 1/(4.6*n,*BNZ)-1/(2*(4.6*n,*BNz)2)*(1-e^(-2*4.6*n,*BNZ))= 0.116 6.5.8.2 Resonance factor L: RL = 1/(15.4*n,*LNZ)-1/(2*(15.4*n,*LNz)2)*(1-e^(-2*15.4*n,*LN,))= 0.022 6.5.8.2 Resonant response factor: R = (1/(i*R„*Rh*RB*(0.53+0.47*RLW/2 = 0.053 6.5.8.2 Flexible gust factor: Gf= 0.925*(1+1.7*Iz*(3.42*Q2+gR2*R2)1/2)/(1+1.7*3.4*IZ) = 0.855 6.5.8.2 'Velocity pressure: Rot Vel. pressure exp. coeff.: KZ= varies, see table TBL.6-3 Velocity pressure: qZ= 0.00256*KZ*Kn*Kd*V2*1 = varies, see table 6.5.10 internal pressure: Relft Internal pressure coefficient: GCpi= 0.18 (positive or negative) FIG.6-5 Internal pressure: pi= qi*(GCpi) = 2.74 psf(positive or negative, w/qi=qh) 6.5.12.2 MWFRS design pressures for enclosed,partially enclosed buildings: Ref: Windward wall pressure: p = p.-pi=qZ*(G or Gf)*CP qi*(GCp;) 6.5.12.2 Other surfaces pressures: p = p.-pi=qh*(G or Gf)*Cp qi*(GCp;) Location Cp P.(psf) p(psf) Windward wall 0.8 varies varies (see table) Leeward wall -0.3714 -4.82 -7.56 Side wall -0.7 -9.09 -11.83 Windward roof negative -0.2043 -2.65 -5.39 Windward roof positive -0.2043 -2.65 0.09 Leeward roof negative -0.2043 -2.65 -5.39 Flat/parallel roof negative -1.1725 -15.23 -17.97 (at 0-h/2 from windward edge) Flat/parallel roof negative -0.7638 -9.92 -12.66 (at h/2-h from windward edge) Flat/parallel roof negative -0.6362 -8.26 -11.00 (at h-2h from windward edge) Flat/parallel roof negative -0.5725 -7.44 -10.18 (at>2h from windward edge) C&C design pressures for enclosed,partially enclosed buildings: R&F. Design pressure: p = pe pi=q*(GCp)-qi*(GCpi) 6.5.12.4 Note: Determine applicable GCp from Figures 6-11 through 6-17 and calculate pressures by hand Design loads for open buildings and other structures: Rff. Design load: p = qh*G*Cn 6.5.13 Note: Determine applicable Cf from Figures 6-18 through 6-22 and calculate loads by hand Adjust Kd value as required 1 1 f == DCI � ENGINEERS �� D ' AMATO CONVERSANO INC. JS PROJECT NO: 08-21-067 Sheet No: PROJECT : Arlin ton Firestation Addition Date: 3/11/09 Subject: Printed: 9:01 AM ASCE 7-05 Wind Loads By: is I.D.. Height-dependent calculations: Height Height Effective MWFRS MWFRS MWFRS above above height MWFRS MWFRS windward windward C&C C&C local upwind for Topo. Topo. V.P.E. velocity wall wall wall V.P.E. velocity grade grade cladding mutt. factor coeff. pressure pressure pressure Design P coeff. pressure z(ft) z(ft) z(ft) K3 Kn KZ qZ(psf) Pe(psf) p(psf) p(psf) KZ qh (psf) 0 0 58 0.000 1.000 0.57 10.31 7.03 9.77 17.34 0.842 15.22 15 15 58 0.000 1.000 0.57 10.31 7.03 9.77 17.34 0.842 15.22 20 20 58 0.000 1.000 0.62 11.21 7.65 10.39 17.96 0.842 15.22 25 25 58 0.000 1.000 0.66 11.93 8.15 10.89 18.45 0.842 15.22 30 30 58 0.000 1.000 0.7 12.66 8.64 11.38 18.94 0.842 15.22 40 40 58 0.000 1.000 0.76 13.74 9.38 12.12 19.68 0.842 15.22 50 50 58 0.000 1.000 0.81 14.64 10.00 12.74 20.30 0.842 15.22 58 58 58 0.000 1.000 0.842 15.22 10.39 13.13 20.70 0.842 15.22 Comments 1.) Spreadsheet does not account for Eccentricty in Wind loads for MWFRS 2.) Spreadsheets does not account for parapets 3.) To design C&C and Other structures Design Values can be obtain by using qh and qz and Ref. 6.5.12.4 &6.5.14&6.5.15 4.) 5.) 6.) 7.) 8.) I I I EDICI - ENGINEERS Project No. OH- 21- 067 Sheet No: 30 D 'A M A T O C O N V E R S A N O INC Project Arlington Firestation Addition Date' 3/11/09 Printed: 9:05 AM 116 05 SEISMIC BASE SHEAR RESPONSE COEFFICIENT 8Y� JS 1.Seismic Ground Motion Values: LAT = Site Latitude: 48.192 <Input to 3 DECIMALS,Not Minutes and Seconds> LONG = Site Longitude: -122.125 <Input to 3 DECIMALS,Not Minutes and Seconds> Ss = MCE Spectral Accel @ 0.2 Sec: 1.045 Input> 2002 USGS Mapped Value for Delault Site Class B S, = MCE Spectral Accel @1.0 Sec: 0.356 Input> 2002 USGS Mapped Value for Default Site Class SITE = Site Class:(Default is D) D 'Select:- (per Geotech or Table 20.3-1-ASCE 7,pg 205) Fa = Spectral Accel @ 0.2 Sec for Site 1.10 -T"vNe"I mtad(Table IIA-1-ASCE 7,pg 115) Fv = Spectral Accel @ 1.0 Sec for Site = 1.72 -Table interpoloaled(Table 11.4-2-ASCE 7,pg 115) SMS = MCE Spectral Resp(Short Period) = 1.150 -F&% Eqn 11.4-1 SW = MCE Spectral Resp(Long Period) = 0.612 -FVS, Eqn 11.4-2 Sm - Desks Spectral Aced 9 0.2 Sec 0.77 -V3S,,,s Eqn 11.4-3 5pt - Dedw Spectral Aced 91.0 Sec DAl -2BSM, Eqn 11.4-4 11.Desien Response Spectrum Periods: * =I 0.107 see. =o.2•Sn,/Sn, Eqn 1L4-8 To = Period,0.2 SDI�SDS li Ts = Period,SnI/SDs 0.533 sec. =Sn,/Sus Eqn 11.4-9 TL = Long Period,Transition Period = 6.00 see '-',,Put- (Table 22-15-ASCE 7,pg 229) Ct = Factor for Approximate Period,SEE ASCE 7-05 pg 129 = 0.020 <Sell em (Table 12.8-2-ASCE 7,pg 129) »»»>»»»»> x = Exponent Parameter for Approximate Period = 0.75 h = Height of Building(approx to Mean Roof Ht) = 26 ft <Input> Ta - Period,(apprim):T—Wot 0.230 sec. Eqn 12.8-7 Cu = Coeff for Upper Limit on Calc'd Period 1.40 (Table 12.8-1-ASCE 7,pg 129) T e M 1`undsimentai Period,T(appnozp L. 0322 them Eqn 12.8-7 Ill.BuIldinp Importance UBC 1604 S Table 11.5 1-DR11 ICC = Importance Classification CATAGORY: - ry <Select> (IBC Section 1604) Class = Building Classification = Essential Facility IE = Seismic IMPORTANCE Factor: 1.50 (Table 11.5.1-ASCE 7,pg 116) IN'.Structural System('fable 12.2.1-ASCL 7 VP 120): SDC - Seismic D D (Tables 16.13 5.6(l)&(2)-20061BC) BBS = BASIC BUILDING SYSTEM: = A.Bearing Wall System -Select, SFRS = SEISMIC FORCE RESISTING SYSTEM: _ 13.Light-framed walls sheathed with wood structural panels rated for <Sekct'� shear resistance or steel sheets R = Resp.Modification Coeff(DUCTILITY): = 6.50 Ste = System OVERSTRENGTH Factor: = 3 "can be reduced by'A in flexible diaphragms but shall not be<2•_ Cd = Deflection Amplification Factor: = 4.00 Height Limitations:(ft) = 65 V.Comiatipn of the Sdsmk Response C eff(ASCE 7 pit 1291: CS I = SIDS/(R/I)_ = 0.177 W Eqn 12 8-2(short period Cutup Cs 2a = if T<_TL,then SDI/T(R/I)_ = 0.409 W Eqn 12.8-3(long period) Cs 2b = if T > TL,then SD I.TL/T2(R/1)_ _ -n/a- Eqn 12.8-4(very long period) Cs 3 = 0.044*SDS*I >_0.01 = 0.051 W Eqn 12.8-5(miniman) Cs 4 = if SI>0.6g then 0.50*SI/(R/I)_ _ -n/a. Eqn 12 8-6(soft site mim a rn) V = Cg W=Clgqn 125.1 0.177 W SEISMIC BASE SHEAR COEFFICIENT. File:J:\2008 Evrt Projects\08-21-0067 Arlington FS RemodeACalcs\2006 IBC Seismic-Base Shear+Vert Dist+Diaph Loads(Rev 8-1-07) Seismic-ELF Base Shear ASCE 7 i E D C I - E N G I N E E R S project No. 08- 21 -067 Sheet No: 2 D 'A M A T O CONVERSANO 1 N C. / Project Date: Arlington Firestation Addition 3/11/09 Printed: 9:05 AM DISTRIBUTIONVERTICAL OF - per ChapterBy' J S Building Data SDs 0.766 g Basic Roof DL 15 psf Base Shear,V 0.177 W ADD Lump Mach DL@ Roof 1 kips Period,Ta 0.230 sec Typ Fir DL 30 psf N,Stories 2 Partition DL Allowance 10 psf Building Ht 26 ft Ext Clad Perimeter 222 ft 1st story ht 13 ft Ext Clad Avg Weight 10 psf Typ story ht 13 ft Ext Clad smear as RoofDL 7 psf Parapet Ht, 2 ft Ext Clad smear as Fir DL 10 Psf Typ bldg.W 42 ft Total Typ Fir DL 50 psf Typ bld ,L 69 ft Total Roof DL 22 psf Typ Flr Area 2898 sq ft Total Floor DL 145 kips 1st Fir plate. 2898 sq ft Total Roof DL 63 kips Roof Area 2898 sq ft JCalc Building Ht 26 ft 00 r Story Floor —R Floor Plate Area Floor Mass Height wx h wxhk wxhk/Ewih k Fi Fitsf (psi) (ft) (kips) sf) Note:S readsheet desi ned to distribute up to 40 stories,Unhide hidden rows 25-45 as required 21 20 _ 20 19 19 - 18 18 17 _ 17 16 16 15 - 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 1 2898 sf 22 p8l 13.00 80 26.00 2,0801 51.6% 1 21 7.24 2 1 2898 sf 50 13.00 150 13.00 t.850 48.4% 20 6.78 grade (st) (pso (ft) (kips) (ft) 4,W0 100.0% b (Psf) W= 230 Base Shear= 41 14.02 File:J12008 Evrt Projects\08-21-0067 Arlington FS Remodel\Calcs\2006 IBC Seismic Base Shear+Vert Dist+Diaph Loads(Rev 8-1-07) :t� r, I M D C I - E N G I N E E R S Project No. 08- 21 -067 Sheet No: D 'AMATO CO NVERSANO INC �� Project Dare: Arlington Firestation Addition 3/11/09 Printed: 2006 1 DIAPHRAGMS 9:05 AM c •- Chapter 1 By' JS Sps= 0.77 Fpx max=0.4(Sps)`I"wp= 0.46 max le= 1.50 Fpx mIN=0.2(Sps)'1'wp= 0.23 min Z governin Floor wx FI 101 Ecm E4)L i Fox g Fpx Floor Cn (kips) (kis (kips) (kips) (Id s) Note:Spreadsheet designed to distribute up to 40 stories,Unhide hidden rows 13-30 as required 23� 22 23 22 21 22 21 20 21 20 19 20 19 18 19 18 17 18 17 16 17 16 15 16 15 14 15 14 13 14 13 12 13 12 11 12 11 10 11 10 9 10 9 8 9 8 7 8 7 6 7 6 5 6 5 4 5 4 3 4 3 2 80 21 21 80 0.26 0.26 calc'd 21 3 2 1 150 20 41 230 0.18 0.23 min 34 2 grade I ou sl (ki s) (kips) ki s (kips) 2006 IBC Seismic—Base Shear+Vert Dist+Diaph Loads(Rev 8-1-07) Diaphragm Loads �': i �l Conterminous 48 States 2006 International Building Code Latitude = 48.192027 Longitude = -122.125162 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.045 (Ss, Site Class B) 1.0 0.356 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 48.192027 Longitude = -122.125162 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.082 ,Fv = 1.688 Period Sa (sec) (g) 0.2 1.130 (SMs, Site Class D) 1.0 0.601 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 48.192027 Longitude = -122.125162 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3xSMs and SD1 = 2/3xSM1 Site Class D - Fa = 1.082 ,Fv = 1.688 Period Sa (sec) (g) 0.2 0.754 (SDs, Site Class D) 1.0 0.400 (SD1, Site Class D) i i 1 I � I • :e- • •: �• r : b1 137 tv1acLeod Ave, Arlington, WA 98223 R • - .Iriaqu FD 2008 DiyitalGlubu 2008 Talc .Atlas O O(Y . Pointer lat 48.192027' Ian -122 125162' olev 118 ft Strearniny II III 'II 1009� Eye alt 1078 it Its 0 D C I Project No. Sheet No. En EsinEERS Project Date �c�i�c�icy FS I�emar�c�l o3/I6/off Subject By CG n o p Des� n ,q�ri 0 �t• a �lu���1�f se,4•�- k/eio�l,� o�� 1��c�,��� a TACIVIC 300 PT L,)(4 cIV6 for s)les as W�0(% 10A s�: �s eJ ') 'SA oy0 p.� ou1 , I 0,�,73.25,�) LOW 1�' h ,9) 2EP ALL UTUTIN LE V ELEL. 7 A MINI N AREA x� 08 'so) T l I$, ��O j Cc PARTIAL bu+U GJsc�! ' s �If Ply wo � Inner Ass, 001-w6ht ` Is elf ISO �c,�y = 3Q0 DC I Project No. Sheet No. E n G I n E E R S ®p'�i'�Ip� cZ Project Date Af AO,!-OA fs KC Mod 6A 3/I610--1 Subject By Co(g M begs U Oz WM-) Arm Fr-orA Nis — OSS14A6A "Ab &tml I ror� �P C �a61es z Tu= 0,161,-4 /A_ F�,�c => c9.as$ l2(lgGw) ( 77,s�z_ p. 1.67 .n ll F« 0,6S8 nz SD = W 6,7 0.6 Fy_Rw 6„ k. Ix 110 0,171 n („: 1.�3 I(aq000y s) _ Ol l 17,S!Z 50 1,67 V2/4 oa�7�` a,V1 �A' I,61 u DC I Project No. Sheet No. E n G in E E R S 0 (�j' �—OG'1 C Project 11 Date Subject By CMOn Y Me#bOS Ctieck (�S©g Aril COO�wk >Ovc.es 191 Ga11 + 30 ) 4 Ig7 .8 31.7 3a 3,S KIP 0, 91 lc� V, 'r 0,a S M�= 0.61 k-s+ rl�= 0.73 �T= FyRf, -6 3 101 'gP 016S6(So/553 x so ` q0 h>> �,ombine� �AfcNS� ICl/ 5°ro � Q flax Tellvpn= a.d Fy= 36 its', 4 gin_)/1,67 - �1.3 '`hi > a.o K.as okll tl� � 0 N co cu O) � O O N � � � M nO � V a C� M aJ U O ^� �� Lf) M so 2 °) do �3 ^� O _ 00 N Q I- V'1 gzW � � Q M S� M N � �lLfi N O. O� O W N E N ^� o e— 7 O co i _ o T O I N I C C�MM W M N O cu O i' O N M >. Y 06 LO Co O U O Y N LO O � LO In O ~ O T � O LO CO T C CY) m O J O ` N a LO o N O Y In LO CC) �. O � LO T L O � NLO 32 3 O Cn O O N U' N O - > C c 0 fn `� I 1 Company Mar 16, 2009 Designer 1:36 PM Job Number : Checked By: Envelope Joint Reactions Joint X IkI LC Y 1k1 LC Z kl LC M1C[k-ftl Lr,. MY - C MZ k- j._ LC 1 T N22 max I 076 1 .396 1 .68 1 0 1 0 1 1 ! 0 3 2 1 min .038 4 .198 4 1 .339 4 0 1 0 1 0 4 3 N27 max 0 4 .097 2 1 .166 2 0 1 1 0 1 0 4 min -.0 7 2 04 0 4 0 1 0 1 0 1 5 N28 max -.722 1 .873 1 3 1 1.497 3 0 1 1 0 1 0 1 min -. 7 722 1 1.2 1 1 1 0 4 7 N29 max -.602 2 -.602 2 1.26 4 0 1 ! 0 1 0 2 8 min -.735 4 -.735 4 1. 1 1 2 1 0 1 1 0 1 0 1 9 N30 max 0 1 0 1 0 1 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1 0 1 11 N31 max 0 1 1 -.073 3 1 .149 1 0 1 1 0 1 0 3 12 min 0 7 1 .1125 3 0 1 0 1 0 1 13 N14 max 0 1 -.34 4 -.087 4 0 1 1 0 1 0 2 14 min 0 2 -.654 1 -.2 7 1 1 0 1 0 1 0 1 15 N15 !max 0 1 .289 1 1 .152 1 1 0 1 1 0 1 0 1 16 min 0 2 .133 2 3 2 0 1 1 0 1 17 N16 max 0 1 1 -.386 2 -.105 1 2 0 1 0 1 0 1 18 min 0 3 1 -.IS 18 4 -.155 4 0 1 0 1 19 ( N17 max 3.821 4 1 1.647 4 -.393 1 1 0 1 0 1 .502 2 20 min 3,226 1 1.41 1 7 3 0 1 1 2 4 21 N 18 max -2.566 1 0 2 1.627 1 4 0 1 0 1 1 0 2 22 min 54 4 0 4 1.441 1 0 1 0 1 0 4 23 N19 max -2.613 1 0 2 1.638 4 0 1 0 1 0 2 24 min -3.082 4 0 4 1.459 1 0 1 0 1 0 1 25 N20 max 3.813 4 1 -1.893 1 -.152 2 1 0 1 1 0 1 -.361 4 2 min 3.235 1 -2.1 2 -A14 4 1 1 -. 58 1 2 27 N21 max 0 1 .884 2 -.276 1 0 1 1 0 1 1 0 4 28 min 0 4 .834 1 -.2 5 2 0 1 0 1 0 1 29 Totals: max 0 4 0 2 5.002 4 min 1 0 3 1 0 1 1 Envelope Member Section Forces M mber_ Ax I[kJ_ y Shear�gL�C z LC Toroue - 1 M2 1 max .076 1 .032 1 1 .106 1 2 I 0 1 .788 1 1.093 1 2 1 min 4 -.061 2 1 0 1 4 4 3 2 !max 076 1 .032 1 .079 2 0 1 .827 1 1.059 1 4 min 4 1 2 .024 1 0 1 4 .606 5 3 max .076 1 .032 1 .053 2 0 1 1 .838 1 1.025 1 min 4 - 1 2 - 1 4 7 7 4 max .076 1 1 .032 1 1 .026 2 0 1 851 2 1 1.018 2 min - 1 2 -.029 1 0 1 4 7 4 9 ! 5 max .076 1 1 .032 1 0 2 0 1 1 .865 2 1.083 2 10 min 4 - 2 - 1 1 .608 4 11 M 1 max .076 1 -.376 1 - 189 2 0 1 .865 1.083 -:2 11 min 4 -.518 4 -,273 4 0 1 4 4 13 2 max 1 .076 1 1 -.376 1 -.216 2 0 1 .65 2 1 1.558 2 1 min 4 T -.518 4 -.2 1 .264 4 1.1 15 3 max 076 1 -.376 1 -.242 2 1 0 1 1 .407 2 2.032 2 1 4 -.518 4 - 4 0 1 4 1.709 4 17 4 max 076 1 -.376 1 -269 2 0 1 135 2 2.507 2 18 min4 -.518 4 - 52 4 1 -.42 4 2.15 1 19 5 max .076 1 -.376 1 -.296 2 0 1 -.165 2 2.981 2 1. 2 min 8 4 -. 18 1 4 -.379 1 4 0 1 7 4 2.555 1 21 M6 1 max 1.931 4 -2.572 1 -.354 1 1 1 -.064 3 5.889 4 1 -5.16 1 22 min 1.77 1 4 -.49 1 31 -.1 1 2 5.026 1 4 RISA-3D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Ca nopy\Canopy.r3d] Page 1 Company Mar 16, 2009 Designer 1:36 PM Job Number : Checked By: r Envelope Member Section Forces (Continued) Member Sec AYjaIIkI LC v Shear L z 5hea kI LC Tor ue k LC )t-y Momen:.. LC z-z_Momen.,. LC 23 2 max 1.931 4 -2.572 1 -.381 1 -.064 3 5.46 4 T -2.428 1 24 1 1 min 1.773 4 -. 1 3 -.161 1 2 4.636 1 -2.705 2 i 25 3 1 max! 1.931 4 -2.572 1 -.407 -.064 3 5.002 4 .552 4 26 min 1.77 k 1 -3.058 4 -.543 -.1 1 4.217 1 .135 2 27 4 max 1.931 4 -2.572 1 -.434 1 -.064 3 4.517 4 3.801 4 28 min 77 1 - .058 4 9 3 -161 2 3.77 2.975 2 29 5 max 1.931 4 -2.572 1 -.461 1 -.064 3 4.003 4 7.049 4 30 in 1.773 1 1 -3. 4 -.5 3 - 1 2 3.295 1 5.77 1 1 31 M8 1 ImaxI 1,931 4 3.079 4 .507 4 -.064 3 4.002 4 7.064 1 4 2 min 1.773 1 2.608 1 .47 1 -.1 1 2 3271 2 5.7951 33 2 .max 1.931 4 3.079 4 .481 4 -.064 3 1 4.527 4 3.792 4 34 min 1.773 1 2.608 1 .4 1 -.1 1 2 .7 2 2. 2 35 3 max I 1.931 4 3.079 4 .454 4 -.064 3 5.024 4 .521 4 36 min 1 1.773 1 2.608 1 .42 1 -.1 1 2 4.2 1 .116 2 37 4 max 1.931 4 3.079 4 .428 4 -.064 3 5.493 4 1 -2.517 1 38 min 1.77 1 2.608 1 .4 1 -.1 1 2 4.697 1 -2.7 39 1 5 max 1.931 4 3.079 4 .401 4 -.064 3 5.933 4 -5.288 1 40 min 1.77 2.608 1 T .3 3 1 -1 1 2 5.1 1 21 4 41 M11 1 max 0 1 -.747 1 -.38 1 0 1 1 1.297 2 -2.959 1 42 min 1 - 2 -.417 2 1 1.09 1 .2 2 43 2 max! 0 1 -.747 1 1 -.353 1 0 1 .868 2 1 -2.165 1 44 1 mi 0 1 -.808 2 -. 9 2 0 1 .706 1 2 45 3 max 0 1 1 -.747 1 -.327 1 0 1 .468 2 -1.371 1 46 min 1 8 - 2 0 1 1 -1. 26 2 47 ' 4 max 0 1 -.747 1 -.3 1 0 1 .097 1 3 1 -.577 1 48 min 1 -.SO 7 2 1 oil 1 2 49 5 max I 0 1 -.747 1 -.274 1 0 1 -.235 1 3 217 1 50 1 min 1 0 1 8 2 -.311 2 0 1 -,294 1 .182 51 M12 1 1 max 0 1 .087 1 .086 1 0 1 -.235 3 .217 1 2 min 0 1 7 3 0 1 -.2 1 .182 53 2 Imax 0 1 .087 1 102 1 0 1 -.191 3 .163 1 min0 1 73 78 3 0 1 -.2 1 .137 55 1 3 lmaxI 0 1 1 .087 1 .117 1 0 1 -.137 3 .108 1 min 0 1 7 3 94 3 0 1 -.1 .091 57 i 4 max: 0 1 .087 1 .133 1 0 1 -.073 3 .054 1 min 0 1 . 7 3 .11 1 .046 59 5 max 0 1 .087 1 .149 1 0 1 0 1 0 1 min 0 1 7 3 .125 3 0 1 0 1 0 1 61 �7-M13 `' 1 max .684 1 f -.039 4 1 0 11 0 1 1 0 ji 0 1 1 62 min 4 -.039 3 0 0 1 0 1 1 0 1 63 2 1 max .692 1 1 -.02 4 0 1 0 1 0 1 1 .041 1 64 min .357 4 -.02 0 1 0 1 4 1 65 3 maxi .699 1 0 1 0 1 1 0 1 0 1 .055 3 66 min 4 0 1 1 1 0 1 0 1 5 4 67 4 max .707 1 1 .02 4 0 1 0 1 0 1 .041 3 68 in 372 4 23 0 1 0 1 0 1 1 4 69 5 max 1 .714 1 .039 4 0 1 0 1 0 1 0 1 1 70 .379 4 1 .039 3 0 1 0 1 0 1 0 1 71 M 14 1 max. -.157 2 -.039 1 0 1 0 1 0 1 0 1 72 1 min 1 -.324 1 -.039 1 3 0 1 0 1 0 1 0 1 73 2 max -.15 2 -.02 1 .' 0 1 1 1 0 11 0 1 1 .041 3 1 74 min I -.317 1 -.02 3 0 1 0 1 1 0 1 1 .041 1 75 3 �max -.142 2 0 1 1 0 1 0 1 I 0 1 .055 3 76 min -.30 1 0 1 0 1 1 1 1 0 1 .055 1 77 I 4 max 1 -.135 2 .02 1 0 1 0 1 1 0 1 .041 3 78 min 2 1 .02 1 1 041 1 79_ 5 Imax -.127_ _2 .039 1 _ 0_ - 1 0 1 _ 0 1 0 1 RISA-3D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Canopy\Canopy.r3d] Page 2 i Company Mar 16, 2009 Designer 1:36 PM , Job Number : Checked By: L Envelope Member Section Forces (Continued) Member Sec Axialfkl LC Shear k LC z ShearfkI LC T r u k- LC Momen... LC z-z Momen... LC 80 1 min -.294 1 .039 1 3 0 1 0 1 0 0 1 81 -M15 1 Imax .539 4 -.039 1 0 1 0 1 0 1 0 1 1 82 1 1 min 2 -.039 4 0 1 0 10 1 01 83 I 2 Imax .547 4 1 -.02 1 1 0 1 0 1 0 1 .041 2 84 1 min 1 .405 2 -.02 4 0 1 0 1 0 1 41 1 85 3 max .554 4 0 1 0 1 0 1 0 1 1 .055 4 min 1 .4130 1 0 1 01 1 .055 1 87 4 max .562 4 .02 1 0 1 0 1 0 1 .041 dic 88 min .42 2 .02 4 1 0 1 1 .041 89 5 max .569 4 .039 1 0 1 1 0 1 0 1 0 1 min .428 2 4 0 1 0 1 0 1 0 1 91 M16- 1 max -1.429 1 -.075 3 -.015 2 0 1 .15 4 -.199 3 2 min -1. 5 4 -.08 1 -.027 4 0 1 -.226 1 93 2 1 max -1.421 1 -.055 3 -.015 2 0 1 .112 4 -.107 3 94 1 min -1. 78 4 -. 6 1 -.027 4 0 1 2 -.12 1 95 3 max -1.414 1 -.035 3 -.015 2 0 1 .075 4 -.044 3 go min -1. 7 4 - 1 -.027 4 0 1 1 2 1 97 1 4 max -1.406 1 -.016 3 -.015 2 0 1 1 .037 4 -.008 1 3 98 min -1.663 4 -.02 1 -.027 4 0 1 21 2 -.015 1 1 99 5 Imaxi -1.399 1 1 .004 3 -.015 2 0 1 1 0 1 0 1 1 1 min 1 -1.655 4 1 0 1 -.027 1 1 0 1 1 101 M17 1 max 4.024 4 .113 1 .246 4 0 1 -.029 2 .634 1 mini 3.382 1 .241 2 0 1 4 58 103 2 max 1 4.069 4 .113 1 i .128 4 0 1 227 2 .475 1 1 min 3.427 1 3 .12 1 .209 4 .41 105 3 max 4.114 4 .113 1 .01 4 0 1 .317 2 1 .317 1 1 10 min 3.472 1 3 2 0 1 4 .27 107 4 max 4.159 4 .113 1 i -.109 4 0 1 .242 2 .158 1 1 10 min 3.517 1 -.113 2 0 12 4 .1 109 5 1 max 4.204 4 1 .113 1 -.227 4 0 1 0 1 1 0 1- 110 min 3.562 1 -.231 1 2 0 1 1 1 n 0 1 111 M18 1 max -2.911 1 1 0 1 .433 0 1 0 1 1 0 1 in 112 - m 433 4 I 1 .433 1 0 1 0 1 0 1 1 1131 2 max -2.828 1 1 0 1 .217 1 0 1 .456 1 0 1 114 min -3.351 4 0 1 .217 3 0 1 .4 1 1151 3 max! -2.746 1 0 1 0 1 1 0 1 .608 1 0 1 I 1161 min -3.268 4 0 1 1 0 1 1 0 1 1 117 4 1 max -2.663 1 0 1 1 -.217 1 0 1 456 1 0 1 1 11 min -3.186 4 0 1 -.217 1 3 0 1 3 1 119 5 max -2.581 1 . 0 1 1 -.433 1 0 1 1 0 1 0 1 12 min -3.100 33 0 1 0 1 0 1 121 M19 1 I max -2.962 1 1 0 1 .433 4 1 0 1 0 1 1 0 1 122 min -3.463 4 0 1 433 3 1 0 0 1 1 123 2 max -2.879 1 0 1 .217 4 0 1 .456 4 1 0 1 1 24 min -3.381 4 0 1 .217 0 1 1 125 3 max -2.797 1 1 0 1 0 1 1 0 1 .608 4 0 1 126 min -3.2 4 0 1 1 1 0 1 1 0 1 .608 3 1 127 4 Imax 1 -2.714 1 0 1 -.217 4 0 1 456 4 0 1 128 min -3.216 4 0 1 -.217 3 0 1 II-A- .456 13 1 129 5 max -2.632 1 0 1 -.433 4 0 1 1 0 1 0 1 13 min -3.1 4 1 -.433 3 0 1 0 1 0 1 131 0- 1 max 4.018 1 4 -.098 4 247 4 0 1 -_046 2 ! -.548 4 132 min 3.394 1 -.13 2 .245 2 1 - 4 -.728 2 133 2 max 4.063 4 -.098 4 .128 1 4 0 1 1 .214 2 -.411 4 134 min 1 1439 1 -.13 2 .126 2 0 1 .206 4 -.54 135 3 lmax 4.108 4 -.098 4 .01 4 0 1 1 .309 2 -.274 4 . 11361 3�484 1 -.13 2 .008 2 1 4 2 RISA-3D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Canopy\Canopy.r3d] Page 3 1 r• Company Mar 16, 2009 Designer 1:36 PM , Job Number : Checked By: Envelope Member Section Forces (Continued) Me r S ?kxial[kj LC v ShearIkIe r k L oM T uefk-ft] LC v-v M m n. Lc z-z Mom LC 137 4 maxI 4.153 4 -.098 4 -.108 4 1 0 T 1 F .237 1 2 1 -.137 4 1381 min 3.529 1 -.13 2 -.11 2 0 1 .234 1 4 1 -.182 139 5 max 4.198 14 -.098 4 -.226 4 0 1 0 1 1 1 0 1 14 min 3.574 1 -.13 2 -.228 2 0 1 0 1 1 1 0 1 141 M21 1 max -1.941 1 .086 2 -.023 2 0 1 .162 4 259 2 PI4:2 min -2.10 2 .074 4 1 -.029 1 4 1 .13 2 .195 443 2 max -1.934 1 .066 2 -.023 2 0 1 .122 4 .153 1 2 , 144 min 1 -2.14 2 1 4 -. 2 4 0 1 .098 2 .105 4 145 3 1 max I -1.926 1 1 .046 2 1 -.023 2 1 0 1 .081 4 .074 2 146 min -2.1 2 ..035 4 1 -.029 4 0 1 2 2 4 147 4 max -1.919 1 .026 2 -.023 2 0 1 .041 4 .023 2 148 min n2,125 2 .015 4 -.029 4 0 1 .033 2 .007 4 149 5 max -1.911 1 1 .007 2 -.023 2 0 1 0 1 0 1 150 min -2.118 2 - 4 -.029 4 0 1 1 0 1 0 1 1 151 M22 1 max .931 2 .039 1 0 1 0 1 1 0 1 0 1 152 min .877 1 9 1 4 0 1 0 1 0 1 01 153 2 max 1 .939 2 .02 1 0 1 0 1 0 1 -.041 4 154 1 min .885 1 .02 4 0 1 0 1 0 1 1 1 155 3 max .946 2 0 1 0 1 0 1 0 1 -.055 4 156 min .892 1 0 1 0 1 0 1 1 1 157 4 !max I .954 2 -.02 1 0 1 0 1 0 1 -.041 1 4 158 min 1 -.02 4 0 1 0 1 0 1 1 1 1 159 5 1 max .961 2 -.039 1 0 1 1 0 1 0 1 0 1 160 min 7 1 - 4 0 1 0 1 0 1 0 1 161 M23 1 max -394 4 0 1 1 0 1 0 1 0 1 0 1 162 1 min -.7 1 0 1 1 0 1 1 0 1 0 1 163 2 !max -.394 4 1 0 1 0 1 1 0 1 0 1 0 1 1 1 min 1 -.79 17 0 1 0 1 0 1 010 1 165 1 3 'max I -.394 4 0 1 0 1 . 0 1 0 1 0 1 1 166 1 min I -.7 1 0 1 010 1 0 1 0 1 1 167 4 max -.394 4 0 1 0 1 0 1 0 1 1 0 1 168 1 min 1 -.79 1 0 1 0 1 0 1 0 1 1 0 1 169 5 max -.394 4 0 1 0 1 0 1 0 1 0 1 17 min -.79 1 0 1 0 1 0 1 0 1 0 1 171 M21 A 1 max .047 1 1.03 4 1 .121 3 0 1 -.121 2 -.8 1 2 172 min - 2 .92 -. 27 2 0 1 -.173 3 mi.567 4 173 2 max .047 1 1.03 4 .115 1 3 0 1 -.129 2 -1.046 2 174 min -.066 2 2 3 -.034 =2 0 1 -.154 1 -1. 24 4 175 3 1 max .047 1 1.03 4 .109 3 0 1 -.116 3 -1.293 2 176 -min 2 .92 3 -.04 2 1 -.1 1 -2:0 2 4 177 4 1 max .047 1 1.03 4 102 3 1 0 1 -.089 3 -1.539 1 2 178 min - 2 2 3 -.046 1 2 0 1 1 -.149 2 -2. 3 4 � 179 5 max .047 1 1.03 4 .096 3 0 1 -.064 3 -1.786 2 180 , min - 2 .92 3 -.052 2 1 -.1 1 2 2.5 7 4 1811 M22A 1 max 1.03 4 .066 2 .096 3 -.064 3 0 1 -1.786 2 182 min 92 3 -.047 1 1 -.052 2 -.1 1 2 0 1 -2.597 4 183 2 max 1.03 4 .066 1 2 .09 3 -.064 3 1 .023 3 1 -1.802 1 2 1 1 min .92 7 1 -. 5 2 -.1 1 2 1 -.014 2 -2. 185 3 max 1.03 4 1 .066 2 .084 3 .064 3 .045 3 -1.819 1 2 186 min .92 3 -.047 1 -.06 2 1871 4 max 1.03 4 .066 2 .077 3 -.064 3 1 .065 3 -1.827 3 1881 min 2 7 1 -.071 2 1 -.1 1 2 1 -.046 2 1 -2.588 4 1891 5 max 1.03 4 .066 2 .071 3 -.064 3 .084 3 -1.831 3 1901 T min 2 3 7 1 -.077 2 -.161 2 2 -2.586 4 191 . M24 1 !max. 1.833 4 -.625 2 -1.112 1 -.064 3 5.933 4 -5.288 1 Lt92 1 1min 1. 1 -.7 4 -1. 4 -.1 1 2 5.108 1 21 4 193 _ _2 lmax _ 1.833 4 1 -.625 2 -1,139 -.064 3 4.533 4 -4.596 1 1 RISA-3D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Canopy\Canopy.r3d] Page 4 �, I Company Mar 16, 2009 Designer Job Number : 1:36 PM �f Checked By: U Envelope Member Section Forces (Continued) Member Sec Axial k LC v ShearIkILC z ShearfkI LC Torcuerk.ft LC - Momen... LC z-z Mom en.,.LC 1941 min 1.666 1 -.764 1 4 -1.331 4 -.1 1 2 1 3.912 1 1 - .21 4 195 1 3 1 max 1.833 1 4 -.625 2 -1.165 1 -.064 3 1 3.105 4 -3.904 ! 1 196 min 1.666 1 -.764 4 -1. 56 4 -.161 2 2. 1 1 -4.398 114 197 4 1 max 1.833 4 -.625 2 -1.192 1 1 -.064 3 1.648 4 -3.213 11 198 min 1.066 1 -.161 2 1.4 6 1 -3. 1 199 5 max 1.833 4 -.625 2 -1.218 1 -.064 3 .2 2 -2.521 1 . 2 0 min 1. 1 -.764 4 -1.411 4 -.1 1 2 .1 1 -2. 1 2 201 M25 1 max 1.169 1 2 -.023 2 1 -.143 1 -.064 3 .2 2 -2.521 1 1 2021 min 1.039 1 1 -. 29 4 -.1 7 2 -.161 2 .155 1 -2. 16 2 203 2 .max 1.169 2 -.023 2 -.149 1 -.064 1 3 .152 2 1 -2.515 1 204 min 1.039 1 -. 29 4 -.1 2 -.161 2 .119 1 1 -2. 11 2 205 3 max 1.169 2 -.023 2 -.155 1 -.064 3 .103 2 -2.509 1 206 min 1.039 1 -. 2 4 -.2 2 -.161 2 1 1 -2-905 2 207 4 1 max 1.169 1 2 -.023 2 1 -.162 1 -.064 3 .052 2 -2.503 1 2 81 min 1.039 1 -.029 4 -.2 2 -.161 1 2 1 1 -2-899 2 2091 5 max 1.169 2 -.023 2 -.168 1 -.064 3 0 1 -2.497 1 210 1 1. 1 -.02 4 -.212 2 -.161 2 0 1 -2.893 211 M26 1 1 max I -.023 2 1.169 2 .212 2 0 1 1 -.064 3 1 2.893 2 12 min -. 2 4 1.0 1 .168 1 1 -.1 1 2 1 2.497 1 2131 2 1 max I -.023 2 1.169 2 1 .218 2 0 1 1 -.017 3 2.601 2 214 1 min -. 29 4 1.0 1 .174 1 0 1 -.1 7 2 2.2 7 1 i 215 3 max -.023 2 1.169 2 .225 2 0 1 .032 3 2.309 2 21 min -.02 4 1-ining 1 .18 1 0 1 -.0 2 2 1.9T8 1 217 4 max -.023 2 1.169 2 .231 2 0 1 .083 3 2.018 3 2181 min -.029 1 4 1 1.039 1 1 .187 1 1 .002 1 1.71 1 219 5 .max -.023 1 2 1 1.169 2 1 .237 2 0 1 .135 3 1735 3 1 . 22 min -.02 4 1.03 __Li_j-93 1 0 1 049 1 1.458 1 1 221 M27 1 max -.023 2 1.169 2 i .237 2 0 1 1 .135 3 1.735 3 222 min -,02 4 1.0391 .19 1 0 1 9 1 1.456 1 223 2 max. -.023 2 1.169 2 .264 2 0 1 .374 3 .535 3 224 min -. 29 4 1.039 1 .22 1 0 1 .266 1 .354 1 225 3 1 max -.023 2 1.169 1 2 .29 ! 2 0 1 .641 3 j -.666 3 226 1 min -. 2 4 1.039 1 .246 1 01 1 1 -.7 9 2 227 4 1 max -.023 2 1.169 2 1 .317 2 0 1 .946 2 -1.852 4 228 min -.029 4 1.039 1 .273 1 1 .791 1 -2 1 2 229 5 max -.023 2 1.169 2�7343 2 1 0 1 1.297 2 -2.959 1 2301 1 min _-.029 4 1. 1-1 299 1 1 1 0 1 1. 1 .243 2 231 M28 1 max 1 0 4 0 1 0 1 0 1 0 1 0 1 1 2321 min 1 -.215 2 1 0 1 1 0 10 1 0 1 2331 2 max 0 4 0 1 0 1 0 1 1 0 1 0 1 2 min -215 2 0 1 0 LI_ 0 1 1 0 1 235 3 max. 0 4 0 1 0 1 0 1 1 0 1 0 1 12361 min 1 -.215 2 0 1 1 0 1 1 0 1 1 0 1 0 1 1 237 4 max 0 4 0 1 1 0 1 0 1 1 0 1 1 0 1 1 ?_ min -.215 2 0 1 0 1 010 1 0 1 239 ! 5 max 0 1 4 1 0 1 0 1 0 1 0 1 0 1 240 min -21 21 0 1 0 1 0 1 01 1 241 M29 1 max -1.605 1 1 0 1 0 1 0 1 0 1 0 1 1 242 min -1-940 1 0 1 0 1 0 1 0 1 243 2 I max I -1.605 1 0 1 0 1 0 1 0 1 0 1 I 244 min -1.94 1 0 1 1 0 1 01 245 1 3 max -1.605 1 0 1 1 0 1 0 1 1 1 0 1 0 1 24 min -1. 0 1 1 0 1 0 1 1 0 1 0 1 247 4 max -1.605 1 0 1 1 0 1 0 1 0 1 0 1 2 min -1.94 3 0 1 0 1 0 1 1 1 249 5 max -1.605 1 0 1 f 0 1 0 1 0 1 0 1 1 250 in -1.94 3 1 0 1 1 01 0 11 0 1 1 1 0 =Ej7] RISA-3D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Ca nopy\Ca nopy.r3d] Page 5 � � I I I Company Mar 16, 2009 Designer 1:36 PM Job Number : Checked By: CI Envelope Member Section Forces (Continued) Member S c Axi 9KL. LC. y She4r_K zhoawllq L T r g(k�f j LCv-v omen... LC z-z Momgn..LC 251 M30 1 1 1 max 1 -1.337 2 0 1 1 1 0 1 0 1 0 1 0 1 in -1.633 1 4 0 1 1 1 0 1 0 1 0 1 0 1 253 ' 2 max -1.337 1 2 0 1 0 1 1 0 1 0 1 0 1 1 254 min -1.633 1 4 1 0 1 0 1 0 1 01 0 1 255 3 Imax -1.337 2 0 1 0 1 0 1 0 1 1 0 1 2 'n -1.633 4 010 1 0 _11 0 1 01 257 4 max -1.337 2 0 1 0 1 0 1 0 1 0 1 2 min -1. 3 4 0 1 1 1 0 1 0 1 259 5 max -1.337 2 0 1 0 1 0 1 0 1 0 1 2 0 -1.633 4 0 1 0 1 0 1 0 1 0 1 261 M31 1 max 0 1 0 1 0 1 0 1 0 1 0 1 2 min 0 1 0 1 01 0 1 1 0 1 01 263 i 2 max 0 1 0 1 0 1 0 1 0 1 0 1 264 min 0 1 0 1 1 0 1 0 1 1 265 3 max. 0 1 1 0 1 0 1 1 0 1 0 1 0 1 266 min 1 0 1 0 1 0 10 1 1 267 4 1 max I 0 1 1 0 1 0 1 0 1 0 1 0 1 1 268 min 1 010 1 0 1 01 0 0 1 269 5 max 1 0 1 0 1 0 1 0 1 0 1 0 1 270 1 min 1 0 1 0 1 0 1 01 1 1 271 1 M32 1 1 max 1 -.145 i 3 0 1 0 1 0 1 0 1 0 1 , 272 in -.172 1 0 1 0 1 1 0 1 273 2 ImaxI -.145 3 0 1 0 1 0 1 0 1 0 1 1 2741 1 min -.172 1 0 1 1 0 1 1 0 10 1 0 1 275 13 i max i -.145 3 0 1 1 0 1 1 0 1 0 1 1 0 1 276 min 1 -.172 1 1 1 1 0 10 1 0 1 277 4 max -.145 1 3 0 1 0 1 0 1 0 1 0 1 27 in -.172 1 10 1 0 1 0 1 1 01 2791 5 max -.145 3 0 1 0 1 1 0 1 0 1 1 0 1 2 min -.172 1 0 1 0 1 0 1 1 1 0 1 0 1 1 281 1 M29A 1 1 max .076 1 i -.143 4 i .388 1 0 1 1 1 0 1 0 1 2 min 4 -.257 1 1 .167 4 0 1 1 0 1 0 1 283 2 max I .076 1 1 -.143 4 .375 1 0 1 .203 1 .137 1 2 min 1 .0 4 -.257 1 1 .154 4 0 1 8 4 .076 4 2851 3 lmaxI .076 1 1 -.143 ' 4 .362 1 1 0 1 .399 1 .273 ! 1 2861 min .038 4 -- -.257 1 .141 4 0 1 1 4 .151 4 287 4 maxi' .076 1 -.143 4 1 .349 1 0 1 .587 1 .41 1 2 min 036 4 -.257 1 .127 4 0 1 .23 4 .227 4 289 5 1 max .076 1 -.143 4 .335 1 0 1 .769 1 .546 1 290 min .0 4 -.257 1 .114 4 1 .299 4 .3 4 291 M30A 1 max'i .076 1 -.143 4 .151 2 0 11 .769 1 .546 1 I 292 in 4 -.257 1 .035 1 0 1 1 4 4 293 2 1 max .076 ! 1 -.143 4 .137 2 I 0 1 .784 1 .683 1 2941 min .038 4 -.257 -1 1 22 1 0 1 4 . 7 4 295 1 3 max .076 1 1 -.143 4 .124 2 0 1 1 .792 1 .82 1 296 in 4 -.2 7 1 .0 1 0 1 4 .4 4 2971 4 max I _076 1 1 -.143 4 1 .111 2 0 1 .793 1 .956 1 298 min 4 -.2 7 1 5 1 0 1 4 4 2991 15 max .076 1 -.143 4 .098 1 2 ` 0 1 .788 1 ' 1.093 1 0 min 1 .038 4 -.2 5-7 1 -. 1 10 1 4 301 M31 A 1 max I .055 1 1.03 4 .213 2 0 11 -.165 2 2.981 2 2 min 11 4 .884 3 1 .139 I 1 0 1 -. 17 4 2.555 1 303 2 i max .055 1 1 1 1.03 4 .2 2 0 1 -.055 2 2.509 2 304 , min .011 I 4 1 .884 3 125 1 0 1 -.711 4 2. 61 1 305 3 max .055 1 1.03 4 .187 2 0 1 .048 2 2.036 2 306 min 11 4 .884 3 66.112 1 0 1 -.611 4 1.5 1 _307 I_ 4 Imax 055 1 I 1.03 _ 4 .174 __2_: 0 1__ .143 _ 2 1 1.563 2 RISA-3D Version 8.0.0 [J:\...\08-21-0067 Arlington FS Rem odel\Calcs\Canopy\Canopy.r3d] Page 6 Page 2of16 07/11/2011 TAC Services LLC AAHC TABLE OF CONTENTS DESCRIPTION PAGE(S) COVER PAGE TABLE OF CONTENTS ---- 2 PERFORMANCE GUARANTY PROJECT SUMMARY LEGEND SHEET ---- S 7 AC-1 .............. --.............. ....... -------------------------------------------------------- ---------- 8 FCU-1 TO FCU-12 9-11 EF-1 TO EF-8 ___ 12-13 SCHEMATIC DIAGRAMS 14-16 � ~ / � — / n � — — — -- - — - - - / ~ __�_ ___ � / / .. Page 3 of 16 07/11/2011 IRA IRA 1AA-IBC National Pcrformancc Guaranty . •� Pursuant to the agreement between e • . TAC SERVICES, LLC .� . AABC Certified Testing&Balancing Agency .• and HILLCO CONTRACTING •. �. Client All systems shall be balanced in accordance with the plans and specifications and to the optimum .• .� performance capabilities of the equipment and design.Testing and balancing shall be done in . accordance with the standards published by the Associated Air Balance Council. .� If for any reason,the Agency listed above fails to comply with the specifications,with the exception of termination of business by the Agency,equipment malfunction or inadequacy,or improper design, . .. which prevents proper balancing of the systems,the Associated Air Balance Council will provide . � supervisory personnel to assist the Agency to perform the work in accordance with AABC Standards. As part of this Performance Guaranty,the engineer or building owner may call upon AABC to assist .� him with any technical and/or-field.problems.pertaining-to.the-final balanced condition of systems. These services will be made available at no additional charge by the above agency or by AABC . National Headquarters. Project Name CITY OF ARLINGTON - FIRE STATION 46 REMODEL/ADDITION .• • Address 137 MACLEOD AVENUE . � ARLINGTON, WA Name of Engineer CHRIS WRIGHT . • Engineering Firm RICE GROUP . Mailing Address 20201-CEDAR VALLEY ROAD • LYNNWOOD, WA . Email Address .v .� Date 07111/11 AABC S Associated Air 08-02-04 • TBE#_ Balance Council `• . By ROBERT R. COALLIER 1518KStreet N.W. Washington,D.C.20005 . . AABC Certified TBE 202-737-0202•Fox202-638-4833 . . info@aabc.com•www.aabc.com n �� Page 4 of 16 07/11/2011 TAC Services LLC lqw AADC PROJECT SUMMARY 1.0 THE AIR SYSTEMS WERE TESTED AND THE RESULTS ARE AS TABULATED ON THE ATTACHED DATA SHEETS 2.0 COMMENTS ON SPECIFIC EQUIPMENT IS INCLUDED UNDER REMARKS SECTION ON INDIVIDUAL DATA FORMS CONTAINED HEREIN. ., I Page 5 of 16 07/11/2011 TAC Services LLC s AARC LEGEND SHEET AHU AIR HANDLING UNIT AC OR ACU AIR CONDITIONER UNIT ACCU AIR COOLED CONDENSING UNIT AD]P.D. ADJUSTED PITCH DIAMETER AMP AMPERE AVG AVERAGE B.H.P. BRAKE HORSEPOWER C.D. RDG Al CEILING DIFFUSER CFM CUBIC FEET PER MINUTE C.E. CEILING EXHAUST CH CHILLER CHWR CHILLED WATER RETURN CHW OR CHWS CHILLED WATER SUPPLY C.R. CEILING RETURN CT COOLING TOWER CWR CONDENSER WATER RETURN CW OR CWS CONDENSER WATER SUPPLY DB DRY BULB D.D. DIRECT DRIVE D.P. DIFFERENCE,NET DECREASE OR INCREASE DIA DIAMETER D.N.A. DATA NOT AVAILABLE D.N.L DATA NOT LISTED EAT ENTERING AIR TEMPERATURE EDC ELECTRIC DUCT COIL EDH ELECTRIC DUCT HEALER EF EXHAUST FAN EMCS ENERGY MANAGEMENT CONTROL SYSTEM(S) EWT ENTERING WATER TEMPERATURE FCU FAN COIL UNIT FH FUME HOOD FG FLOOR GRILLE Page 6of16 07/11/2011 F.E. FLOOR EXHAUST OR RETURN F.L.A FULL LOAD AMPERAGE FPB FAN POWERED BOX FPM FEET PER MINUTE F.S. FLOOR SUPPLY F.S.R FLOOR SUPPLY REGISTER FT.HD FEET OF HEAD FTU FAN TERMINAL UNIT GPM GALLONS PER MINUTE GFH GAS FIRED HEATER HC HEATING COIL HEATER O.L. THERMAL OVERLOAD PROTECTION FOR MOTORS LOCATED AT THE MOTOR STARTER HEPA HIGH EFFICIENCY PARTICULATE AIR H.F. HEPA FILTER HOA HAND/OFF/AUTO SWITCH H.P. HORSEPOWER HPS HIGH PRESSURE STEAM HRC HEAT RECOVERY COIL OR HEAT RECLAIM COIL HVAC HEATING,VENTILATION AND AIR CONDITIONING HWR HOT WATER RETURN OR HEATING WATER RETURN HWS HOT WATER SUPPLY OR HEATING WATER SUPPLY HX HEAT EXCHANGER I.D. INSIDE DIAMETER LAT LEAVING AIR TEMPERATURE L.D. LINEAR SUPPLY DIFFUSER LPS LOW PRESSURE STEAM L.T. LIGHT TROFFER LWG LOW WALL GRILLE LWR LOW WALL RETURN LWT LEAVING WATER TEMPERATURE MAU/MUA MAKE UP AIR UNIT MBH 1,000 BTU's PER HOUR N.A. NOT ACCESSIBLE N.I. NOT INSTALLED N.T. NOT TAKEN N.V.L NO VALID LOCATION N.Z. NOZZLE O.D. OUTSIDE DIAMETER OPEN NO TERMINAL DEVICE INSTALLED O.S.A.MIN OUTSIDE AIR MINIMUM OAT OUTSIDE AIR TEMPERATURE � f .} Page 7 of 16 07/11/2011 PF POWER FACTOR PHC PREHEAT COIL PHC PHASE(S) PMP CIRCULATING PUMP P•P PERFORATED PLATE PSI POUNDS PER SQUARE INCH P•T• PITOT TRAVERSE RA RETURN AIR RF RETURN AIR FAN R.G. RETURN GRILLE RHC REHEAT COIL RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE S.D. SUPPLY DIFFUSER SEF SMOKE EXHAUST FAN SF(AIR) SUPPLY FAN S.F.(ELECT) SERVICE FACTORS SHC STEAM HEATING COIL S.P."W.C." STATIC PRESSURE RESISTANCE, MEASURED IN INCHES OF WATER COLUMN S.W.E. SIDEWALL EXHAUST S.W.R. SIDEWALL RETURN S.W.S. SIDEWALL SUPPLY TAB TESTING,ADJUSTING,AND BALANCING TSP TOTAL STATIC PRESSURE UH UNIT HEATER V VOLTS VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE VP VELOCITY PRESSURE W WATTS WB WET BULB W.G. WATER GAUGE OF DEGREES FAHRENHEIT DP DIFFERENTIAL(DELTA)PRESSURE OR PRESSURE DROP DT DIFFERENTIAL(DELTA)TEMPERATURE,NET TEMPERATURE DECREASE OR INCREASE PSI POUNDS PER SQUARE INCH w �' I Page 8 of 16 07/11/2011 TAC Services LLC ADC AIR MOVING EQUIPMENT DATA PROJECT: ARLINGTON FIRE STATION 46 REMODEL AREA SERVED: HALLWAYS/TRAINING AREA FAN RTU-1 EQUIPMENT MFG. TRANE EQUIP.LOCATION ROOF MODEL YSC060 TYPE/SIZE PACKAGED/5 TON SERIAL NUMBER 110811479L FAN DATA SPECIFIED ACTUAL FAN SHEAVE AK44 TOTAL CFM-FAN 2000 1967 FAN SHAFT 3/4" TOTAL CFM-OUTLET 2000 1967 BELT SIZE AX-26 R/A CFM 800 788 QUANTITY 1 O/A CFM 1200 1179 SHAFT C/C 9" FAN RPM U/A 1138 ESP 1.00 0.73 MOTOR SHEAVE 1VL34 SUCTION SP 0.26 MOTOR SHAFT 5/8" DISCHARGE SP 0.47 SHEAVE ADJ. 2 TURNS OPEN MOTOR DATA MOTOR MFG. MARATHON SPECIFIED ACTUAL MOTOR HP 1 VOLTAGE 208 212/211/212 SERVICE FACTOR 1.50 AMPERAGE 5.0 3.6/3.5/3.7 PHASE/Hz 3/60 HEATER SIZE/ RATING THERMAL MOTOR RPM 1725 1725 MOTOR FRAME# 56 ISPEED DIFFUSER AND GRILLE TEST SHEET AREA SERVED NO. CODE SIZE AK DESIGN INITIAL FINAL FPM CFM FPM CFM FPM CFM 106 1 CD 8 1.00 200 139 218 106 2 CD 8 1.00 200 108 - 195 106 3 CD 8 1.00 - 200 176 - 207 206 4 CD 6 1.00 - 100 143 - 98 207 5 CD 6 1.00 - 100 - 194 - 97 212 6 CD 10 1.00 300 367 - 303 215 7 CD 10 1.00 300 323 - 281 215 8 CD 10 1.00 - 300 414 - 280 215 9 CD 10 1.00 300 363 288 TOTAL 2000 2227 1 1967 REMARKS: I �I 1 Page 9 of 16 07/11/2011 TAC Services LLC AA BC DIRECT DRIVE HEAT PUMP -SINGLE OUTLET TEST SHEET PROJECT: ARLINGTON FIRE STATION 26 REMODEL FAN DATA UNIT ID FCU-IA FCU-1B FCU-2 FCU-3 FCU-4 FCU-5 AREA SERVED CONF RM 101 CONF RM 101 DUTY OFF. 103 EMS ROOM 106 REPORT WRTfING DAY ROOM 116 MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MODEL# PMFY-P15NBMU-E PMFY-P15NBMU-E PMFY-P08NBMU-E PMFY-P08NBMU-E PMFY-P06NBMU-E PMFY-P12NBMU-E SERIAL# 05AO0107C 05A00081C 04AO0173C 05A00083B 04AO0174C 02AO0529A DESIGN CFM 378 378 304 304 230 304 ACTUAL CFM 378 378 304 304 230 304 TSP - - - - - - FAN RPM D.D. D.D. D.D. D.D. D.D. D.D. MOTOR DATA MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI HORSEPOWER 28 W 28 W) 28 W 28 W 28 W 28 W VOLTS 208 208 208 208 208 208 AMPS .28 .28 .28 .28 .28 :28 SERVICE FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. D.D. D.D. D.D. SPEED 4 4 4 4 4 4 FRAME N/A N/A N/A N/A N/A N/A PHASE/HZ 1/60 1/60 1/60 1160 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL SPEED SETTING HIGH HIGH MED-HIGH MED-HIGH LOW MED-HIGH REMARKS: Page 10 of 16 07/11/2011 TAC Services LLC AA BC DIRECT DRIVE HEAT PUMP -SINGLE OUTLET TEST SHEET PROJECT: ARLINGTON FIRE STATION 26 REMODEL FAN DATA UNIT ID FCU-5B FCU-6 FCU-7 FCU-8 FCU-9 FCU-10 AREA SERVED DAY ROOM 116 SLEEPER 208 SLEEPER 209 SLEEPER 216 SLEEPER 215 SLEEPER 214 MANUFACTURER MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MODEL# PMFY-P12NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E SERIAL# 02A00575A 0lA000629B OIA000629B OIA000623B 8XA00365A OIA00624B DESIGN CFM 304 230 230 230 230 230 ACTUAL CFM 304 230 230 230 230 230 TSP - - - - - - FAN RPM D.D. D.D. D.D. D.D. D.D. D.D. MOTOR DATA MANUFACTURER MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI HORSE POWER 28 W 28 W 28(W) 28 W 28 W) 28 W VOLTS 208 208 208 208 208 208 AMPS .28 .28 .28 .28 .28 .28 SERVICE FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. D.D. D.D. D.D. SPEED 4 4 4 4 4 4 FRAME N/A N/A N/A N/A N/A N/A PHASE/HZ 1/60 1160 1 60 1/60 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL SPEED SETTING MED-HIGH LOW LOW LOW LOW LOW REMARKS: f �1 I I Page 11 of 16 07/11/2011 TAC Services LLC AAHC DIRECT DRIVE HEAT PUMP-SINGLE OUTLET TEST SHEET PROJECT: ARLINGTON FIRE STATION 26 REMODEL FAN DATA UNTfID FCU-11 FCU-12 AREA SERVED STORAGE 205 SLEEPER 208 MANUFACTURER MITSUBISHI MITSUBISHI MODEL# PMFY-P06NBMU-E PMFY-P06NBMU-E SERIAL# OlA01108B OlA01102B DESIGN CFM 230 230 ACTUAL CFM 230 230 TSP - - FAN RPM D.D. D.D. MOTOR DATA MANUFACTURER MITSUBISHI MITSUBISHI HORSE POWER 28 W 28 W VOLTS 208 208 AMPS .28 ,28 SERVICE FACTOR 1.00 1.00 MOTOR RPM D.D. D.D. SPEED 4 4 FRAME N/A N/A PHASE/HZ 1/60 1/60 HEATER SIZE THERMAL THERMAL SPEED SETTING LOW LOW REMARKS: w I Page 12 of 16 07/11/2011 TAC Services LLC AABC DIRECT DRIVEN CEILING EXHAUST FAN TEST SHEET PROJECT: ARLINGTON FIRE STATION 46 REMODEL FAN DATA UNIT ID EF-1 EF-2 EF-3 EF-4 EF-5 AREA SERVED RESTROOM 206 RESTROOM 207 LAUNDRY 204 SYSTEM NOT USED RESTROOM 105 MANUFACTURER BROAN BROAN BROAN BROAN MODEL# QTXE 150-B QTXE 150-B QTXE 080-C OTXE 150-B SERIAL# NONE PROVIDED NONE PROVIDED NONE PROVIDED NONE PROVIDED DESIGN CFM 137 137 85 137 ACTUAL CFM 149 143 79 146 TSP .25 .25 .25 .25 FAN RPM D.D. D.D. D.D. D.D. MOTOR DATA MANUFACTURER BROAN-NUTONE BROAN-NUTONE BROAN-NUTONE BROAN-NUTONE HORSE POWER 52 W 52 W) 24 W 52 W) VOLTS 120 120 120 120 AMPS 0.4 0.4 0.2 0.4 SERVICE FACTOR 1.00 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. D.D. SPEED SINGLE SINGLE SINGLE SINGLE FRAME N/A N/A N/A N/A PHASE/HZ 1/60 1/60 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL THERMAL RHEOSTAT SETTING NONE PROVIDED NONE PROVIDED NONE PROVIDED NONE PROVIDED REMARKS: 11' • � I u Page 13 of 16 07/11/2011 TAC Services LLC AARC DIRECT DRIVEN CEILING EXHAUST FAN TEST SHEET PROJECT: ARLINGTON FIRE STATION 46 REMODEL FAN DATA UNIT ID EF-6 EF-7 EF-8 AREA SERVED RESTROOM 104 DECON 110 ELECTRICAL 109 MANUFACTURER BROAN BROAN BROAN MODEL# QTXE 150-B QTXE 150-B QTXE 150-B SERIAL# NONE PROVIDED NONE PROVIDED NONE PROVIDED DESIGN CFM 137 137 137 ACTUAL CFM 144 143 147 TSP .25 .25 .25 FAN RPM D.D. D.D. D.D. MOTOR DATA MANUFACTURER BROAN-NUTONE BROAN-NUTONE BROAN-NUTONE HORSE POWER 52 W 52 W 52 W VOLTS 120 120 120 AMPS 0.4 0.4 0.4 SERVICE FACTOR 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. SPEED SINGLE SINGLE SINGLE FRAME N/A N/A N/A PHASE/HZ 1/60 1160 1160 HEATER SIZE THERMAL THERMAL THERMAL RHEOSTAT SETTING NONE PROVIDED NONE PROVIDED NONE PROVIDED REMARKS: ajeog lquan sAe jV-woo*emxq'mmm 39s luawaaj6y suopipuoO 96esn ioj�ouj'VM;o a6ue_yox3 sJ_apImg of papma I gl�Q> _z oo�o FY 0 3�n o'i yy I 3 V-- .--I � m�� a� G��i ug ! ����•o< �, v X m � � a� i' X` Bid O N 0- O wi It ;NRIA1114111411 in 1-1111111 J� „ 7 :77 w ... «. - = o g =: AA 8 �, �■ N WHOM AQO$ QB t'. emg 1u _„ t a3AA3333$ y aaiBBaaaer, ¢�i IL g Piz lu g Qg5 y Y upIll. 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H LT- c-(L f M4G i f PG-,R- A-YL CH O Property Summary Page 1 of 2 Sn o h o m i s h Ontine Government Informatton&Servicos County 40 Washington Printable Verslon Home Other Property Data Help Property Search>Search Results>Property Summary Property Account Summary Parcel Number 100378800SO1600 Property Address IN MACLEOD AVE,ARLINGTON,WA 98223 arties-For than es use'Other Property Data'menu Role I Percent Name Malting Address Taxpayer 100 ARLINGTON CITY OF 118204 59TH DRIVE NE,ARLINGTON,WA 98223 United States Owner 100 ARLINGTON CITY OF 118204 59TH DRIVE NE,ARLINGTON,WA 98223 United States General Information Property Description TOWN OF ARLINGTON BLK 005 D-00-LOTS 16 THRU 20 INCL TGW VAC 2ND ST LYING BTWN&ABTG BLK 2 LOT 11&BLK 5 LOT 20 Property Category Land and Improvements Status Active,Locally Assessed Tax Code Area 00110 Property Characteristics Use Code 1672 Protective Functions&Related Activities Unit of Measure Acre(s) Size(gross) 10.69 Related Properties No Values Found ctive Exemptions Government Property [ No Available Tax Charges Information for this Property at the Moment. Distribution of Current Taxes [District Ratel Amount �Pendinu PropeEty values Pending Tax Year Market Land Value Market Improvement Value Market Total Value Current Use Land Value Current Use Improvemen Current Use Total Value Pro Values Value Type Tax Year Tax Year Tax Year Tax Year Tax Year 2010 2009 2008 2007 2006 Taxable Value Regular 0 0 0 0 0 Exemption Amount Regular 493,500 460,700 433,900 406,600 373,200 Market Total 493,500 460,700 433,900 406,600 373,200 Assessed Value 493,500 460,700 433,900 406,600 373,200 Market Land 217,200 203,8001 177,000 177,000 150,300 Market Improvement 276,300 256,9001 256,900 229,600 222,900 Personal Property Levy Rate HIstory Tax Year Total Levy Rate 2010 9.538274 2009 8.615033 2008 8.428013 eal Propertv Structures Description IType I Year Bullt More Information ARLINGTON FIRE STATION lCornmerclal I 1961 Vlew Detailed Structure Information property Sales since 7 31 1999 Transfer Date Recel t Date Sales Price Excise Number IlDeed Type lGrantor(Seller) Grantee(Buyer) 10ther Parcels lProperty Ma s Nel hborhood Code Township 111ange Section uarter Parcel Map https://www.snoco.org/proptax/(3 agdwm45hrzp2xggfygrui3n)/search.aspx?parcel_number... 1/25/2011 1 �• T IOZ/SZ/i uzlu•aurez3dtW/Xzadoid/sdLuz/2.zo•000us•slO//:dplI 0 0OL00900881£001QP1090098LE00 19001,00891£00 COt10y0088LE00 ZOt109008@Lf0O 00900900891E00 0091090088LEQ0 009LOt0fl88L£00 0000090088ZEOO lt00tt0088L£A0 OOPIM900881E00 OOL10900S8L£00 COOP0089LE00 -�- 00E00900881E00 009109002BLE00 00810t0A88L£CO 009090088LE00 10100900881£00 - 100t00SGLEOO 00100900981E00 Z0100900892E00 00610900891f00 by 1S a,V003S 00110E0088LE00 00l1OZ00BSL£QO 1011OE00881E00 0060OZ0088L£AO i0O£00881£00 00110100881f00 0091010011901E ZOL0010089LEOO 0090010011901E OOZ10Z0088L£00 1OLOO10088LE00 C, OOLOOZOO881£AO OOZ101008SLEOO OOEIOEOOBBLE00 ZOt10Z00@8L£00 000roo88LfO0 0061010088LE00 00900ZOO88L£OOlOtlQZOA8S1£00 T 00910100881E00 00£0088L£00 00900100981£00 00910£0088LE00 0091QZ0088Lf00 1091010088L£00 n OOt00Z008B1E00 009,0010088LEOC T C09101009GLEOO n t i 00f00881E00 00lOOZ00881E00 0081010088LE00 ! ? I 008lOCOD88LE00 002AOZOC88LEDO ZO100100@BI£00 009E010011401£ OOE0088LE00 006001001190!£ Z061010099ZECO IS 08IHi 10100100981£OO Ot0066Z90000110t0066Z900 I jo I a2L'd VAk `,r4unoD gsjulouduS jo dleW+ — � f, ��� a L f � J , I G Property Summary Page 2 of 2 15203000 131 105 In I N E I I w 12arol m212��for this T i ecel is Date Receipt No. Amount Applied No Events Found Events Effective Date Entry Date-Time IType lRemarks No Events Found Printable Version Developed by Manatron,Inc. @2005-2010 All rights reserved. Version 1.0.3761.18494 https://www.snoco.org/proptax/(3 agdwm45hrzp2xggfygrui3n)/search.aspx?parcel_number... 1/25/2011 Page 1 of 2 Snohomish ,...,..sovernmont Information $Services County4* Washington Structure Information Close Window General Description Parcel Number 00378800501600 (col) Structure Class Commercial Structure Use Service(Repair)Garage Structure Type ARLINGTON FIRE STATION Year Built 1961 Features Roof Cover BuiltUp Units 0 Floor Area Floor 1 Base SF 5,682 Sprinkler SF 0 Heated SF 5,682 Air Cond SF 0 Garage(s) & Carport(s) None http://web5.co.snohomish.wa.us/propsys/Asr-Tr-Propinq/PropInfo05-StructData.asp?parce... 1/25/2011 i i Page 2 of jil :'1(� i•�,r �•" s� •�.ill er •:� .� • Close Window http://web5.co.snohomish.wa.us/propsys/Asr-Tr-PropInq/PropInfoO5-StructData.asp?parce... 1 t . r, ' Advanced Fire Protection Submittals for Arlington Fire Station #46 1 Standard Sprinklers Viking Model-M QR 5.6k 2 Dry Sprinklers Tyco, DS-1 QR 5.6k 3 4" Butterfly Valves Tyco BV-1 4 4"Riser Manifold Tyco 513 5 4"Double Detector Check Wilkins 350ADA 6 4" Check Valve Tyco CV-1 F 7 Steel Pipe Viking Import Sch. 10 & Sch. 40 8 1 Grooved Fittings Star Pipe 9 Grooved Couplings Star Pipe 10 CI Fittings Star Pipe 11 Ring Hanger PHD 141 12 Hanger Attachments Tolco & Sammy 58 & GST-20 13 EQ Bracing Afcon 410, 001/020, & 077 14 Head Box FPPI 15 Split Rings FPPI 16 Signs FPPI 17 Fire Stopping Spec Seal LCI 300 18 1 Hydraulic Calculations 19 1 Seismic Calculations �. �� I I �,,� II + i ._ i ��� . t April 25, 2008 Sprinkler 51a MICROFAST°AND TECHNICAL DATA IM MicrofastHP° QUICK NIKI RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast"' and MicrofastHP`� Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon' coatings can be used in decorative applications where colors are desired. In addi- tion, these coatings have been investigated for installation in corrosive atmos 1 pheres and are cULus listed as corrosion resistant as indicated in the Approval , Chart.(Note: FM Global has no approval classification for Teflon'and Polyester coat- J.,.. ings as corrosion resistant.) - p" 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984B-PDA VdS Approved: Certificate G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03,TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and 0786-CPD-40171 MED Certified:Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 51d and Design Criteria on page 51e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) Viking Technical Data may be found on Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for The Viking Corporation's Web site at use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar)for high-pressure systems. High-pres- http://www.vikinggroupinc.com, sure (HP)sprinklers can be identified by locating "250"stamped on The Web site may include a more recent the deflector.All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi(12 bar)wwp. Factory tested hydrostatically to 500 psi(34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to-65°F(-55°C) Overall Length: Refer to the Approval Chart Material Standards: Frame Casting: Brass UNS-CB4400 Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661 B and 12281. Copper UNS-C19500 for Sprinklers 06665B, 06764B, and 07060. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb:Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-Cl1000 and Stainless Steel UNS-S30400 For Tefion�Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon®Coated Form No. F 080488 Replaces page 51a-e, dated March 7, 2008. (Updated LPCB Approval on Sprinkler 14817.) ✓7_ .1� Sprinkler 51b April 25, 2008 =RESIPONSE T°AND P®QUICK RIGHT AND _N1KJW4jEj SPRINKLERS The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast°and MicrofastHP®Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome-Enloy°= F,White Polyester=M-AW, Black Polyester= M-/B,and Black Teflon®= N Temperature Suffix(°F/°C): 135°/68° =A, 155°/68° = B, 175"/79° = D, 200°/93°=E, and 286*/141' =G For example, sprinkler VK300 with a 1/2"thread, Brass finish and a 155°F/68 °C temperature rating = Part No. 06661 BAB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories"section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B(available since 2000) Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly 1 April 25,2008 Sprinkler 51 c MROFAST°AND crofjM7 TECHNICAL DATA Mi P®QUICK 4 ;I K(lif M:j RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4496 Email: techsvcs@vikingcorp.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175°F(79°C) 150°F(65°C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286°F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. s The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon®coatings. Protective Wrench - Sprinkler Flat Cap fOttSSi Figure 1: Standard Sprinkler Wrench 10896WI13 i April 25, 2008 Sprinkler 51d MICROFAST°AND TECHNICAL DATA MicrofastHP° QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Nominal Listings and Approvals' SIN K-Factor Base Part Thread Size Overall Length Refer also to Desi gn Criteria on page 51e. Number 14PT-1 BSP U.S. I metric' Inches I mm I cULus' I FM' I NYC' I VdS I LPCB 1 U rl ht-standard Orifice 066618 VK300 1/2" 15 mm 5.6 80.6 2-3116 56 A2 A3 A2 - - - 07060 VK345 15 mm 5.6 80.6 2-3/16 56 - A3 A3 A3 63" 63" Conventional-Standard Orifice 06766E VK310 1/2" 15 mm 5.6 80.6 2-3116 56 63 A3 A3 B31 B3" U rl ht-Lar a Orifice Jr, 06665B VK350 3/4" 8.0 115.2 2-5/16 59 A2 EE�_ A2 A3 A3 B3"14817 VK350 20 mm 8.0 115.2 2-5/16 59 A2 A2 A3 A3 63" 067646 1 VK350 1 1/2" 1 15 mm 8.0 115.2 2-5/16 59 A2 I A2 I A3 Convention al-Lar a Orifice 0676 VK354 3/4" 20 mm 8.0 115.2 2 5116 59 8E A2 ri ifice1 -- A3 A3 B3i2 U ht-SmallOr0 067178" IK325 1 112" 15 mm 2.8 40.3 2-3/16 56 A2 Al AA22 - 067196" VK327 1/2" 15 mm 4.2 60.5 2-3/16 56 A2 - - A3 E1'3 06931 B" VK327 10 mm 4.2 60.5 2-3/16 56 Maximum 260 PSI(17 bar)WWP U ri ht-Standard Orifice Nominal Overall Length Listings and Approvals' Base Part SIN Thread Size ac r g ( efer also to Design C 'eria on a e �1e. Number' NPT BSP U.S. metric' Inches mm cULus` FM NYC° VdS LPCB O 12281 VK315 1/2" 15 mm 5.6 80.6 2-3116 56 A2 A2 U ri ht-Small Orificet0 1228611 1 VK340 1 1/2" 1 15 mm 2.8 40.3 1 2-3/16 56 A2 A2 Approved Temperature Ratings A- 135 °F (57 °C), 155 °F (68 °C), 175 "F (79 'C), 200 °F (93 °C), Approved Finishes and 286°F(141°C) 1 -Brass and Chrome-Enloy® B- 155°F(68°C), 175'F(79°C),200'F(93°C),and 286 °F(141°C) 2 - Brass, Chrome-Enloy". White Polyester'-6, Black Polyesters-6 C- 135'F(57°C), 155°F(68"C), 175'F(79°C), and 286°F(141°C) and Black Teflon"' D- 135'F(57°C), 155°F(68°C), and 175°F(79°C) 3-Brass,Chrome-Enloy®,White Polyester'.', and Black Polyester" E -155-F f68 "C) I - - - - - Footnotes 1 Base part number is shown.For complete part number,refer to Vking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. "Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. s cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 'For installation in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins. °Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA. 6 Accepted for use.City of New York Department of Buildings, MEA 89-92-E,Vol.16. 10 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied,with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be Installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. "The sprinkler orifice is bushed. 12(E Certified,Standard EN 12259-1,EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 13(E Certified,Standard EN 12259-1.EC-certificate of conformity 0786-CPD-40131. 140 MED Certified,Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008, �I I March 14, 2008 Sprinkler 41a MicrofastHP® QUICK TECHNICAL DATA RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast" and MicrofastHP*'Quick Response Pendent Sprinklers are small, thermosensitive,glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements.The special Polyester and Teflon°coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart (Note FM Global has no approval classification for Teflon'and Polyester coat- ings as corrosion resistant.) 2. LISTINGS AND APPROVALS r. cULus Listed: Category VNIV FM Approved:Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E,Volume 16 ABS Certified:Certificate 04-HS407984C-PDA VdS Approved: Certificate G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. No. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40130, and 0786-CPD-40170 MED Certified:Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE:Other International approval certificates are available upon request. Refer to the Approval Chart on page 41d and Design Criteria on page 41e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Viking Technical Data may be found on Minimum Operating Pressure: 7 psi (0.5 bar) The Viking Corporation's Web site at Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for http://www.vlkinggroupinc.com. use with water working pressures ranging from the minimum 7 psi The Web site may include a more recent (0.5 bar) up to 250 psi (17 bar)for high-pressure systems. High-pres- edition of this Technical Data Page. sure (HP) sprinklers can be identified by locating '250"stamped on the deflector.All other Part Nos. not mentioned above are rated to a maximum 175 psi(12 bar)wwp. Factory tested hydrostatically to 500 psi(34.5 bar) Testing: U.S.A. Patent No.4,831,870 Thread size: Refer to the Approval Chart Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to-65 °F(-55°C) Overall Length: Refer to the Approval Chart Material Standards: Frame Casting: Brass UNS-C84400 Deflector. Phosphor Bronze UNS-051000 or Copper UNS-Cl9500 for Sprinklers 06662B, 066666, 06765B, and 12104. Copper UNS-C19500 for Sprinkler._12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-Cl1000 and Stainless Steel UNS-S30400 Pip Cap Attachment: Brass UNS-C36000 Ejector Spring (for Sprinkler 12104): Stainless Steel Form No. F_081296 Replaces page 41 a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 06666B,Added Dry System note in approval chart for Small Orifice.) �Trm `r I Sprinkler 41b March 14, 2008 0 AND MicrofastHP°QUICK ' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com For TeflonO Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon®Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information:(Also refer to the current Viking price list.) Order Microfast'and MicrofastHPI Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome-Enloy®= F, White Polyester=M-AN, Black Polyester= M413, and Black Teflon®= N Temperature Suffix (°F/°C): 135°/68° =A, 1 55°/68° = B, 175°/79° =D, 200°/93° = E, and 286°/141° =G For example, sprinkler VK302 with a 1/2"thread, Brass finish and a 155`Fi68 °C temperature rating = Part No. 06662BAB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories"section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B(available since 2000). B.Wrench for coated and/or recessed sprinklers: Part No. 12144W/B""(available since 2003) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W/B. `"A'/2'ratchet is required(not available from Viking). Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®and MicrofastHP®Quick Response Pendent Wrench — Sprinklers are available through a network of domestic and Flats international distributors. See The Viking Corporation web site for i r' the closest distributor or contact The Viking Corporation. Spr inl<ler Cap 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Figure 1: Standard Sprinkler Wrench 10896W/B i '��. :� March 14, 2008 Sprinkler 41c MicrofastHP° QUICK 7::jM0t RESPONSE PENDENT SPRINKLERS -NIKJ 4 The Viking Corporation, 210 N industrial Park Road, Hastings MI 49058 Telephone: 269-945-9601 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135°F(57°C) 100°F(38 °C) Orange Ordinary 155°F(68°C) 100°F(38 °C) Red Intermediate 175°F(79°C) 150°F(65 °C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286 °F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings°: White Polyester, Black Polyester, and Black Teflon® Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading,sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 41d.These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon®coatings. l i t i t i t i Sprinkler Wrench 12144W/B)K)K for installing coated and/or recessed t: , pendent sprinklers 4 Carefully slide the with protective caps, �_ . _,_.,_; wrench sideways f f Y • around the protective cap, ensuring engage- `"""""' ment with the sprinkler )KXA 1/2' ratchet is required wrench flats. LEA (not available from Viking). Figure 2: Wrench 12144W/B for Coated andlor Recessed Pendent Sprinklers i March 14, 2008 Sprinkler 41 d CROFA rofastHP°QUICK IMMI[7REiSPONSE PENDENT SPRI-lqlKJNG* NKLERS The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Sprinkler Nominal Overall Listings and Approvals' P Thread Size K-Factor Length (Refer also to Design Criteria on page 41e.) Base SIN Part No.' NPT FBSP U.S. metric2 Inches mm cULus" FM' I NYCfi VdS LPCB E Q Standard Orifice 1- 06662B VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X,B1Y A3X,B3Y A1X,B1Y A3 A3X,B3Y C3X,E3Y13 C3X,E3Y15 Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 AIX,B1Y A2X,62Y A1X,B1Y - A3X C313 12104 VK352 3/4" 20 mm 8.0 115.2 2-1/4" 58 — -- G3 -- 06765B VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 AIX,B1Y - AIX,B1Y A3 -- Small Orifice" 067181310 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 AIX,B1Y A2X A1X,B1Y -- 06720B10 VK331 1/2" 15 mm 4.2 60.5 2-1/4" 58 AIX,B1Y - AIX.B1Y - 06932E VK331 -- 10 mm 4.2 60.5 2-3/8" 60 — - A3 Maximum 250 PSI(17 bar)WWP Standard Orifice Sprinkler Nominal Overall Listings and Approvals' P Thread Size Base SIN K-Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S. metric' Inches mm CULus" FM NYC" VdS LPCB E Q 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 1 58 A%BlY — A1X - Maximum 250 PSI(17 bar)WWP Small Orifice' 1229010 VK342 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X,61Y — A1X - -- Approved Temperature Ratings Approved Escutcheons A-135°F(57°C),155°F(68°C),175°F(79°C),200°F(93°C), Approved Finishes X - Standard surface-mounted escutcheon or and 286°F(141 °C� 1 - Brass, Chrome-Enloy®, White Poly- the Viking Microfast®Model F-1 Adjustable B-135°F(57°C),155° (68°C),175°F(79°C),and 200°F(93°C) ester7,', Black Polyester7.', and Black Escutcheon12 C- 155 °F (68 °C), 175 °F (79°C), 200 °F (93 °C), and 286 °F Teflon®' Y - Standard surface-mounted escutcheon or (141 °C) D-135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286°F 2-Brass and Chrome-Enloy® the Viking Microfast® Model F-1 Adjustable (141 °C) 3-Brass,Chrome-Enloyv,Mite Polyester', Escutcheon72 or recessed with the Viking E-155°F(68°C),175°F(79°C),and 200°F(93°C) and Black Polyester' Micromati& Model E-1 or E-2 Recessed F-155°F(68°C), 175°F(79°C),and 286°F(141 °C) Escutcheon G-155°F(68°C) Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0 'This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals °Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. s FM Approved for use only in wet-pipe sprinkler systems(or preaction systems qualifying as wet systems)for protection of occupancies described in the Factory Mutual Engineering and Research Loss Prevention Data Sheets and Technical Advisory Bulletins. e Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA, 'cULus Listed as corrosion resistant. 'Other colors are available on request with the same Listings and Approvals as the standard colors. e Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied,with hydraulically calculated wet systems only. Exception:4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. iOThe sprinkler orifice is bushed. "Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol. 16. t2The Viking Microfast Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. 7 C E Certified,Standard EN 12259-1,EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 1'(E Certified,Standard EN 12259-1,EC-certificate of conformity 0786-CPD-40130 and 0786-CPD-40170. 15 0 MED Certified.Standard EN 12259-1.EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. March 14, 2008 Sprinkler 41e ICROFAST"AND MicrofastHP° QUICK RESPONSE PENDENT I KJ WbSPRINKLERS The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com cULus Listing Reauirernents: Microfas?and MicrofastHP®Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard ocaipancies(exception:small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. FM Anoroval Reauirements: For installation in accordance with the latest applicable FM Loss Prevention Data Sheets(including 2-8N)and Technical Advisory Bulletins.FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum (54 mm) 1/2" E71 (15 mm) —� �91tta'� 1-3/4" � 2-1/4" (44.5 mm) 2" 1-1/2" (38.1 mm) (58 mm) (50.8 mm) Minimum (41 mm) j Maximum NP T Installed with a Pendent Sprinkler standard 1/8" surface- Installed with a Microfast 06662B (VK302) mounted escutcheon. Model F-1 Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Sprinkler 41f March 14, 2008 MICHOTA `' � MicrofastHP°QUICK ` RESPONSE PENDENT SPRINKLERS The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-6464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 2-1/8" Ceiling ❑pening Size 2-1/8' (54 mm) 2-5/16" (58.7 mm) minimum (54 mm) 2-1/2" (63.5 mm) maximum - 77t� 1-3/4" 1-1/8" (28.6 mm) (28.6 mm) Minimum 2"(44.5 mm) C50 8 mm) imum Maximum _ Maximum Installed with a Micromatic Instnlled with a thread on Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_081296 Replaces page 41a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 06666B,Added Dry System note in approval chart for Small Orifice.) I I April 25,2008 Sprinkler 51e JIM=RESPONSE T°AND P° QUICK I KJ Wb RIGHT AND SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com cULus Listing Regulrements: Microfasls and MicrofastHP®Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers,or old style(conventional)sprinklers. • Designed for use in Light and Ordinary Hazard occupancies(exception:small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied,with hydraulically calculated wet systems only). • The sprinkler Installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed.For conventional sprinklers,refer to the installation guidelines for old style(conventional)sprinklers. FM Annroval Requirements: For installation in accordance with the latest applicable FM Loss Prevention Data Sheets(including 2-8N)and Technical Advisory Bulletins.FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. I ,� I K March 2, 2007 Sprinkler 43a FASTHP® QUICK RESPONSE e HORIZONTAL SIDEWALL SPRINKLERS (mo5&VK319) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast- and MicrofastHP'"Quick Response Horizontal Sidewall Sprinklers are small thermosensitive glass bulb spray sprinklers available with various finishes and temperature ratings to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- > + mospheres and are cULus listed as corrosion resistant as indicated in the Approval ; Chart.(Note:FM Global has no approval classification for Teflon®and Polyester coat- t' ings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: MEA 89-92-E, Volume 16 Refer to the Approval Chart on page 43d and Design Criteria on page 43e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi(0.5 bar) Viking Technical Data may be found on Maximum Working Pressure: Sprinkler VK319 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to The Viking Corporation's Web site at 250 psi (17 bar)for high-pressure systems. High-pressure(HP)sprin- http://www•vikinggroupinc.com. klers can be identified by locating "250" stamped on the deflector. The Web site may include a more recent Sprinkler VK305 is rated to a maximum 175 psi (12 bar)wwp. edition of this;Technical Data Page. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No.4,831,870 Nominal K-Factor:5.6 U.S. (80.6 metric") "Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65 °F (-55 °C) Overall Length: 2-11/16" (68 mm) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment: Brass UNS-C36000 For Teflon Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon®Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome-Enloy®= F, White Polyester=M-/W, Black Polyester=M-/B, and Black Teflon®= N Temperature Suffix(°F/'C): 135°/68°=A, 155°/68°=B, 175°/79°=D,200°/93° =E, and 286'/141°=G For example, sprinkler VK305 with a Brass finish and a 155°F/68 °C temperature rating= Part No. 12121AB Sprinkler 43b March 2, 2007 FASTHP° QUICK RESPONSE TECHNICAL DATA HORIZONTAL SIDEWALL INIKJWJ � SPRINKLERS (VK305&VK319) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-946-9501 Technical Services 877-384-5464 Fax: 269-945.4495 Email: techsvcs@vikingcorp.com Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories"section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B.Wrench for recessed sprinklers with protective shields: Part No. 13655013* (available since 2003) A'/"ratchet is required(not available from Viking). Sprinkler Cabinet4: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform.spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Quick Response Horizontal Sidewall Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Protective Flat O /Sprinkler Shield 9®896 m,? Figure 1: Standard Sprinkler Wrench 10896W/B - - - � I I _ I I March 2, 2007 Sprinkler 43c FASTHP® QUICK RESPONSE 1 f HORIZONTAL SIDEWALL S 141K] PRINKLER$ (VK305&VK319) The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES �j}+ f`iru tr v ��r11i O, �y� W7t. n_3, !a Ordinary 135 °F (57 °C) 100°F(38°C) Orange Ordinary 155 °F (68 °C) 100°F(38°C) Red Intermediate 175 °F (79 °C) 150°F(65°C) Yellow Intermediate 200 °F (93 °C) 150°F(65°C) Green High 286'F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black Teflon® Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon®coatings. Sprinkler Wrench Part No. 13655W/B)K for *Recessed Horizontal Sidewall Sprinklers Protective Fit the wrench over the sprinkler Sprinkler and protective shield as shown, Shield -U wNote� A 1/2' ratchet is required ,f-- (not available from Viking). Figure 2: Wrench 13655WIB for Recessed Horizontal Sidewall Sprinklers i I �I Sprinkler 43d March 2, 2007 FASTHP® QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLERS (VK305&VK319) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464,y Fax: 269-945-4495 Email: techsvcs@vikingcorp.com �kly r i�kRes Onge AX4' _ nllicro)ast°and�IIiClpfast}IP14`Qu+� p A3X+ Esa,uti Ittwuii abio> NO Otlfal jSideYVel}Spr�►�iera" a. „�,.", �.;� _. Nominal Listings and Approvals3 SIN Base Part Maximum Thread Size Overall Length Refer also to Design Criteria on 43e. K-Factor ( 9 P9 ) Number' Pressure NPT I BSP U.S. metricZ Inches I mm cULus" I FM I NYC- LPCB Maximum 175 PSI(12 Bar)WWP For Light or Ordinary Hazard Occupancies. Deflectors must be located 4"to 12"(102 mm to 306 mm)below the ceiling. 12121 VK305 175 psi 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y,B1X - A1Y -- - Maximum 176 PSI WWP For Light Hazard Occupancies Only. Deflectors must be located 4"to 6"(102 mm to 152 mm)below the ceiling. cULus FM- NYC LPCB C 12121 VK305 175 psi 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y,B1X A2Y - - — Maximum 250 PSI WWP For Light or Ordinary Hazard Occupancies. Deflectors must be located 4"to 12"(102 mm to 305 mm)below the ceiling. cULus" FM NYC- LPCB 12285 VK319 250 psi 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y,B1X — A1Y - -Approved Escutcheons - Approved Temperature Ratings X- Installed with standard surface-mounted escutcheons or A-135°F(57-C),155-F(68-C),175°F Approved Finishes the Viking Microfast' Model F-1 Adjustable Escutcheon", (79 °C),200-F(93 °C), and 286°F 1 - Brass, Chrome-Enloy', White Polyester',Black Poly-ester',and Black Teflon®' or recessed with the Viking Micromatic'Model E-1 or E-2 (141 °C) Recessed Escutcheon B-135°F(57°C), 155-F(68°C),175-F 2-Brass Y- Installed with standard surface-mounted escutcheons or (79°C), and 200°F(93°C) the Viking Microfast'Model F-1 Adjustable Escutcheon" Footnotes 'Base part number shown.For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing.Other approvals may be in process. Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. "Accepted for use, City of New York Department of Buildings, MEA 89-92-E,Vol. 16. "FM Approved for use in wet pipe sprinkler systems (or preaction systems qualifying as wet systems)for protection of occupancies described in the Factory Mutual Global Loss Prevention Data Sheets and Technical Advisory Bulletins. cULu s Listed as corrosion-resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. 'The Viking Microfast'Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. I I March 2, 2007 Sprinkler 43e FASTHP® QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLERS(VK305&VK319) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 4,9058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-495 Email: techsvcs@vikingcorp.com _RIA HPP,. hart on page .) yr } 4 rto►he , rovat Chart 43d cULus Listinn Reaµlrements: Quick Response Horizontal Sprinklers VK305 and VK319 are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft.(1.6 m). • Align the top of the deflector parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. FM Approval Reauirements: Microfast"Quick Response Horizontal Sidewall Sprinkler VK305 is FM Approved as indicated in the Approval Chart for use only in wet pipe sprinkler systems(or preaction systems qualifying as wet systems)for Light Hazard occupancies only.Install in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins.FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to:minimum water supply requirements,hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Wall Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 2-1/16"� 2-7/16" 1r:: 2-11/16" li:iiil; (52.4 mm) 68.3 mm) €I,:c (61.9 mm) ( iii?ii:iil Minimum _ 1-1/4" - - 2-1/8 - - (31.8 mm) (54 mm) 1/2" (15 mm) N PT •• HSW Sprinkler VK305 (66.7 mm) Maximum Installed with a standard 1/8" (3.1 mm) Installed with a Microfast surface—mounted escutcheon Model F-1 Adjustable Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon ,�, I Sprinkler 43f March 2, 2007 FASTHP® QUICK RESPONSE ` HORIZONTAL SIDEWALL SPRINKLERS(VK305&VK319) The Viking Corporation,210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Wall Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum 1-5/8" (41.3 mm) (44.5 mm) Minimum _ Minimum 2-1/8" 2-1/8" - - -—- (54 mm) (54 mm) 2-1/4" 2-5/8" (57.2 mm) (67 mm) Maximum Maximum Installed with a Micromatic Installed with a Model E-2 Model E-1 Recessed Escutcheon Thread—on Recessed Escutcheon Figure 5: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons _ _ _ _ _ - - r - - - - 1 r I� i I Fire & Building CENTRAL products Customer Service/Sales: Tel:(215)362-0700/(800)523-6512 Technical Services:Tel:(800)381-9312/Fax:(800)791 5500 Fax:(215)362-5385 Series DS-1 Sri' tK-factor Dry Type Sprinklers Quick nesponses standard Goveragre Genera' Model/Sp-rinkfer ; D escrip t Q n [den tifica d o rt ; ,> The Series DS-1, 5.6 K-factor, Quick N(gym b ers } Response, Standard Coverage, Dry Type Sprinklers are decorative 3 mm TY3235-(Pendent) , glass bulb automatic sprinklers de- TY3135-(Upright) signed for the following typical uses: TY3335-(Horizontal Sldewall) • where pendent sprinklers are re- t quired on dry pipe systems that are exposed to freezing tempera- P G tures(e.g.sprinkler drops from un- heated portions of buildings) • where sprinklers and/or a portion rechnica[ u% of the connecting piping may be Data , expc.�sed to freezing temperatures (e.g.sprinkler drops from wet sys- tems into freezers, sprinkler Approvals sprigs from wet systems into un- UL and C-UL Listed. heated attics, or horizontal piping FM and NYC Approved. extensions through a wall to pro- (Refer to Table A) $ tect an unheated area of a build- Maximum Working Pressure ing) 175 psi (12,1 bar) . where sprinklers are used on sys- Inlet Thread Connection tems that are seasonably drained 1 inch NPT(Standard Order) to avoid freezing(e.g.vacation re- ISO 7-R1 sort areas) . Discharge Coefficient WARNINGS K=5.6 GPNUpsilf2 The Series DS-1 Dry Type Sprinklers (80,6 LPM/bar112) described herein must be installed and Temperature Ratings Water Tube . . . . . . Stainless Steel maintained in compliance with this Refer to Table A Spring . . . . . . . . Stainless Steel document,as well as with the applica- Sealing Assembly . . . . . . ble standards of the National Fire Pro- Finishes , . . . . Beryllium Nickel w/Teflon* tection Association, in addition to the Sprinkler: Natural Brass, Chrome Escutcheon . . . . . . Carbon Steel standards of any other authorities hav- Plated,White Polyester ing Jurisdiction. Failure to do so may Escutcheon:White Coated or Chrome Patents impair the integrity of these devices. Plated U.S.A. Patent Number 5,188,185 may The owner is responsible for maintain- Physical Characteristics be applicable to the Series DS-1, 5.6 ing their fire protection system and de- Inlet . . . . . . . . , . . . Copper K-factor, Quick Response, Standard vices in proper operating condition. Plug . . . . . . . . . . . Copper Coverage, Dry Type Sprinklers. The installing contractor or sprinkler Yoke . Stainless Steel manufacturer should be contacted Casing . . . Galvanized Carbon Steel relative to any questions. Insert . . . . . . . . . . . . Bronze The Series DS-1 Dry Type Sprinklers Bulb Seat . . . . . Stainless Steel Glass must only be installed in fittings that Bulb . . . . . . . . . meet the requirements of the Design Compression Screw . . Bronze q Deflector . . . . Bronze Criteria section. Frame . . . . . . . Bronze *Registered Trademark of DuPont Guide Tube . . . . . Stainless Steel Page 1 of 6 JANUARY, 2003 TFP510 r ', .. � Page 2 of B TFP510 SPRINKLER FINISH TY3235 Pendent TY3235 Pendent TY3335 Hor.Sidewall w/Standard wl Std.Escutcheon w/Std.Escutcheon Recessed Escutcheon (Ref.Fig.5) and a top of (Ref.Fig.3) Deflector-to-Ceiling TY3235 Pendent distance of 4 to 12 inches TY3235 Pendent w/Deep Escutcheon (100 to 300 mm) w/Wide Flange (Ref.Fig.6) Recessed Escutcheon (Ref.Fig.8) (Ref.Fig.4) TY3135 Upright w/o Escutcheon (Ref.Fig.7) Temperature Bulb Natural Chrome White Natural Chrome White Natural Chrome White Rating Color Code Brass Plated Polyester Brass Plated Polyester Brass Plated Polyester 135'F/57'C Orange 1,2,3,4 1,2,4 1,2,3,4 1,2,4 155'F/68'C Red 1,2,3,4 1,2,4 1,2,3,4 1,2,4 175'F/79'C Yellow 1,2,3,4 1,2,4 1,2,3,4 1,2,4 1',2',3`',4 1',2',4 200'F/93'C Green 1,2,3,4 1,2,4 1,2,3,4 1,2,4 1',2",3"',4 1%2',4 286'F/141'C Blue N/A 1,2,3,4 1,2,4 1`,2",3",4 1',2%4 Notes: 1.Listed by Underwriters Laboratories, Inc(Maximum order length of 48 inches). 2.Listed by Underwriters Laboratories for use in Canada.(Maximum order length of 48 inches). 3.Approved by Factory Mutual Research Corporation(Maximum order length of 48 inches) 4.Approved by the City of New York under MEA 352.01•E. Light and Ordinary Hazard Occupancies Only. Light Hazard Occupancies Only. N/A-Not Available, TABLE A SERIES DS-1, QUICK RESPONSE-STANDARD COVERAGE,DRY TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS WRENCH PLUG WITH INLET RECESS GASKETED SPRING PLATE SEAL r YOKE / SPRING--- CASING WATER PUSH WRENCH IN TO TUBE ENSURE ENGAGEMENT WITH INSERT SPRINKLER WRENCHING AREA GUIDE - FIGURE 2 TUBE - BULB W--TYPE 7 SPRINKLER WRENCH SEAT FRAME 3 mm BULB VENT HOLE - - COMPRESSION DEFLECTOR SCREW FIGURE 1 SERIES DS-1 QUICK RESPONSE DRY TYPE SPRINKLER ASSEMBLY .� I TFPS1 Q Page 3 of 6 SPRINKLER FITTING SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN (REFER TO DESIGN (REFER TO DESIGN - { CRITERIASEC710�N;) --�__.v._..}•-}. , CRITERIA SECTION) i. � --`.•, CRITERIA SECTION) ;--;___.-_.{"1 , FACE OF " FACE OF .-i } ' t i' _ / 1 't i,j SPRINKLER L. ' SPRINKLER L.z' 1 I• _/ SPRINKLER .�f i -- FITTING L r 1 FITTING LL ` ORDER LENGTHS: ORDER LENGTHS: ORDER LENGTHS: 3-1/2"to 48" 3-112"to 4B" 2-1/2"to 48" 1-3/4"DIA (88,9 to 1219,2 mm) (88,9 to 1219,2 mm) (63,5 to 1219,2 mm) (44,5 mm) IN 1/4"(6,4 mm) 2-1/4"DIA. IN 1/4"(6,4 mm) 3"DIA. IN 1/4"(6,4 mm) �� INCREMENTS (57,2 mm) INCREMENTS (76,2 mm) INCREMENTS FACE OF r FACE OF CEILING I CEILING FACE OF CEILING 2-7/8"DIA. 3-5/8"DIA. 2-3/16"t 1/8" 3"DIA. 1-3/8"f i/B" 1-3/8"t 1/8" 92,1 mm) (76,2 mm) , (34,9±3,2 mm) (73.0 mm) (34,9 t 3,2 mm) -.( (55,6 t 3,2 mm) FIGURE 3 FIGURE 4 FIGURE 5 TY3235 PENDENT TY3235 PENDENT TY3235 PENDENT w/STANDARD RECESSED w/WIDE FLANGE RECESSED w/STANDARD ESCUTCHEON ESCUTCHEON ESCUTCHEON SPRINKLER FITTING (REFER TO DESIGN TOP OF CRITERIA SECTION)it }....._._�--} DEFLECTOR FACE OF I SPRINKLER Lj I is FITTING ` L ORDER LENGTHS: T- { 5"to 48" (127,0 to 1218,2 mm) ORDER LENGTHS: 3-1/2'DIA. IN 1/4"(6,4 mm) 112"to 46" (68,9 mT) INCREMENTS (12,7 10 1166,4 mm) 2.1/2"DIA. IN 1/4"(6,4 mm) (6315 mm FACE OF INCREMENTS SPRINKLER FITTING CEILING `_�1/ 1 !••'� 4-1/4"t 1/8" j (108,0 13,2 MM) SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FIGURE 6 FIGURE 7 TY3235 PENDENT TY3135 UPRIGHT w/DEEP ESCUTCHEON w/o ESCUTCHEON ORDER LENGTHS: 2-1/2"to 48' 4"t 1/8" - (63,5 to 1219,2 mm) - (101,6:3,2 mm) IN 1/4'(6,4 mm) INCREMENTS �� FACE OF MOUNTING FACE OFPRINKLE 1.3/4"DIA. SURFACE f�1 1 S FITTING R (44,5 mm) 3"DIA. L �Y � SPRINKLER FITTING -� (REFER TO DESIGN CENTERLINE CRITERIA SECTION) OF WATERWAY (7,9 rrim) FIGURE 8 TY3335 HORIZONTAL SIDEWALL w/STANDARD ESCUTCHEON Page 4 of S TFPS10 connected to Dry Sprinklers and sub- Operation ject to freezing temperatures must be lnstallaffon itched for drainage in accordance When the Series DS-1 is in service, with the minimum requirements of the The Series DS-1 Dry Type Sprinklers water is prevented from entering the National Fire Protection Association must be installed in accordance with assembly by the Plug&Belleville Seal- for dry pipe sprinkler system& the following instructions: ing Assembly (Ref. Figure 1) in the When Dry Sprinklers are to be used in NOTES Inlet of the Sprinkler. The glass Bulb wet pipe sprinkler systems protecting contains a fluid that expands when ex- p p p y p � The Series DS-i must only be installed posed to heat. When the rated to x- areas subject to freezing temperatures in fittings that meet the requirements perature is reached,the fluid expands (e.g., sprinkler drops into freezers), of the Design Criteria section. sufficiently to shatter the glass Bulb, consideration must be given to the ap- Refer to the Design Criteria section for and the Bulb Seat is released. The propriate length of the sprinkler t 9 hat com ressed Spring is then able to ex- will prevent freezing of the water in the other important requirements regard- compressed g ing piping design and sealing of the connecting pipes due to conduction. pand and push the Water Tube as well When the temperature surrounding clearance space around the Sprinkler simultaneously the Guide Tube outpulls inward action the wet pipe sprinkler system is main- Casing. simultaneously pulls inward ll the tained at a minimum temperature,of Yoke,withdrawing the Plug&Belleville p Do not install any bulb Type sprinkler if Seal from the Inlet allowing the sprin- 40°F/4°C, the following are the mini- the bulb is cracked or there is a loss of kler to activate and flow water. mum recommended lengths between liquid from the bulb. With the sprinkler the face of the sprinkler fitting and the held horizontally, a small air bubble outside surface of the protected area should be present. The diameter of the (i.e., length exposed to minimum am- air bubble is approximately 1116 inch bient of 40°F/4°C): (1,6 mm) for the 135IF/57°C rating to Design:n • 12 inches(300 mm)when the tem- 118 inch(3,2 mm)for the 286'FI14 i°C perature within the protected area rating. Criteria is-20°F/-29°C A leak tight 1 inch NPT sprinkler joint 18 inches(450 mm)when the tem- should be obtained with a torque of20 The Series D&II Sprinklers are in- perature within the protected area to 30 ft.lbs. (26,8 to 40,2 Nm). Nigher tended for use in fire sprinkler systems is-40°F/-40°C levels of torque may distort the sprin- designed in accordance with the kler inlet with consequent leakage or standard installation rules recognized • 24 inches(600 mm)when the tem- impairment of the sprinkler. by the applicable Listing or Approval perature within the protected area agency (e.g., UL Listing is based on is-60°F/-51°C not attempt to compensate for in- agency 13 requirements}. sufficient adjustment in an Escutcheon For protected area temperatures be- Plate by under- or over-tightening the The Series DS-1 Dry Type Sprinkler is tween those given above,the minimum Sprinkler. Readjust the positron of the to be installed in the 1 or inch NPT recommended length from the face of sprinkler fitting to suit. outlet or run of malleable or ductile iron the fitting to the outside of the pro threaded tee fittings that meet the di- tected area may be determined by in Step 1. Pendent sprinklers must be mensional requirements of ANSI terpolating between the indicated val- installed only in the pendent position, B16.3 or cast iron threaded tee fittings ues. and upright sprinklers must be in- that meet the dimensional require- stalled only in the upright position.The ments of ANSI B16.4 with the end NOTE deflector of a pendent or upright sprin- sprinkler fitting on a branch line to be When Dry Sprinklers penetrate a ceil- kler is to be parallel to the ceiling, plugged as shown in Figure 1, ing or wall into an area subject to freez- Horizontal sidewall sprinklers are to be When installing 1 inch NPT Series ing, the clearance space around the installed in the horizontal position with When Dry Type Sprinklers N a dry pipe Sprinkler Casing must be completely their centerline of waterway perpen- DS-1 l Dry system,only use the side out- sealed in order to prevent the leakage dicular to the back wall and parallel to let sprinkler n maximum 2onl inch size redu t- of moist air into the freezing area the ceiling. The word "TOP" on the ing tees. which might result in the formation of Deflector is to face towards the ceiling. condensate around the Frame,Deflec- For wet pipe sprinkler systems, the tor, Bulb Seat, or Bulb. Failure to pre Step 2. With pipe thread sealant ap Series DS-1 Dry Type Sprinklers may vent the formation of condensate could plied to the inlet threads, hand tighten also be installed in the 1 inch NPT result in the build-up of ice around the the sprinkler into the sprinkler fitting. outlet of a Central Figure 730 Mechani- releasing components. This could re- Step 3. Wrench tighten the sprinkler cal Tee. suit an inadvertent operation of the by wrenching on the Casing with a pipe sprinkler or impaired operation due to wrench whenever the casing is readily NOTE reduced thermal sensitivity. accessible.Otherwise,use a W-Type 7 Do not install the Series DS-1 into any Sprinkler Wrench (Ref.Figure 2).The other type fitting without first consult- wrench recess of the W-Type 7 is to be ing the Technical Services Depart- applied to the sprinkler wrench flats ment. Failure to use the appropriate (Ref.Figure 2). fitting may result in:failure of the sprin kler to properly operate due to forma- Step le After the ceiling/wall has been Pion of ice over the inlet Plug or binding installed , slide on the outer the Escutcheon until it comes finished of the inlet Plug, or, insufficient en- gagement of the inlet pipe threads with in contact with the ceiling/wall.Do not consequent leakage. lift the ceiling panel out of its normal position. Branch, cross, and feedmain piping In the case of the outer piece of the ; . . ' - - - ~ . .� - � - . s r ^ . . | | / / / Page? 5 of 6 TFP5t 0 Deep Ceiling Escutcheon, hold the standards of the National Fire Protec- OF MERCHANTABILITY AND FiT_ outer piece in contact with the mount- tion Association (e.g., NFPA 25), in NESS FOR A PARTICULAR PUR ing surface (ceiling), and then rotate addition to the standards of any other POSE, the inner piece approximately 1/4 turn authorities having jurisdiction.The in- with respect to the outer piece,to hold stalling contractor or sprinkler manu- the Deep Escutcheon firmly together. facturer should be contacted relative to Order i n g any questions. ��� and It is recommended that automatic Pt-oce ure sprinkler systems be inspected, f1�a En �far'��� tested, and maintained by a qualified Contact your local distributor for avail- Inspection Service, ability, and please specify the follow The Series DS-1 Dry Type Sprinklers ing: must be maintained and serviced in Limited 1.Sprinkler. accordance with the following instruc- . Model/SIN. tions: Warranty • Quick Response, Standard Cov- NOTES Products manufactured by Tyco Fire erage, Dry Type Sprinkler Absence of the outer piece of an es- Products are warranted solely to the a Deflector Style. cutcheon, which is used to cover a original Buyer for ten (10) years clearance hole, may delay the time to against defects in material and work- 5.6 K-factor. sprinkler operation in a fire situation. manship when paid for and properly Order Length. Before closing a fire protection system installed and maintained under normal main control valve for maintenance use and service.This warranty will ex- Dry Type Sprinklers are furnished work on the fire protection system that pire ten (10) years from date of ship- based upon Order Length as it controls,permission to shut down the ment by Tyco Fire Products. No war- measured per Figure 3 through 8, affected fire protection systems must rarity is given for products or as applicable. After the measure- be obtained from the proper authori- components manufactured by compa- merit is taken,round it to the near- ties and all personnel who may be nies not affiliated by ownership with est 114 inch increment. affected by this action must be notified. Tyco Fire Products or for products and provided in the Bulb components which have been subject s Inlet Connection (1 Inch NPT or A Vent Note is P to misuse,improper installation,corro- ISO 7-R1). Seat (Ref. Figure 1) to indicate i1 the sion,or which have not been installed, . Temperature Rating. Dry Sprinkler is remaining dry. Evi- maintained,modified or repaired in ac- dence of leakage from the Vent Hole is cordance with applicable Standards of • Sprinkler Finish. an indication that there may be the National Fire Protection Associa- . Escutcheon Style and Finish, as weepage past the Inlet seal and that lion, and/or the standards of any other applicable. the sprinkler needs to be removed for Authorities Having Jurisdiction. Mate- determining the cause of leakage(e.g. rials found by Tyco Fire Products to be • Part Number from Table B. (Part an improper installation or an ice plug). defective shall be either repaired or numbers are for 1 inch NPT stand- The fire protection system control replaced, at Tyco Fire Products' sole and order sprinklers.Orders for all valve must be closed and the system option.Tyco Fire Products neither as- other sprinkler assemblies must drained before removing the sprinkler. sumes, nor authorizes any person to be accompanied by a complete Sprinklers that are found to be leaking assume for it, any other obligation in description.) or exhibiting visible signs of corrosion connection with the sale of products or 2 W-Type 7 Sprinkler Wrench. must be replaced. parts of products. Tyco Fire Products sprinklers must never be shall not be responsible for sprinkler Refer to the Price List for complete Automatic coaled, or otherwise system design errors or inaccurate or listing of Part Numbers. painted, plated, coated, incomplete information supplied by altered after leaving the factory.Modi- Buyer or Buyer's representatives. fied sprinklers must be replaced. Sprinklers that have been exposed to IN NO EVENT SHALL TYCO FIRE corrosive products of combustion, but PRODUCTS BE LIABLE, IN CON- have not operated, should be com- TRACT,TORT,STRICT LIABILITY OR pletely cleaned by wiping the sprinkler UNDER ANY OTHER LEGAL THE with a cloth or by brushing it with a soft ORY, FOR INCIDENTAL, INDIRECT, bristle brush. SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT Care must be exercised to avoid dam- LIMITED TO LABOR CHARGES, RE- age - before, during, and after instal- GARDLESS OF WHETHER TYCO lation. Sprinklers damaged by drop- FIRE PRODUCTS WAS INFORMED ping, striking, wrench twist/slippage, ABOUT THE POSSIBILITY OF SUCH or the like, must be replaced. Also, DAMAGES, AND IN NO EVENT replace any sprinkler that has a SHALL TYCO FIRE PRODUCTS' Lk cracked bulb orthat has lost liquid from ABILITY EXCEED AN AMOUNT its bulb (Ref.Installation Section). EQUAL TO THE SALES PRICE. The owner is responsible for the in- TBE FORECOINr WARRANTY !S spection, testing, and maintenance of MADE IN LIEU OF ANY AND ALL their fire protection system and de- OTHER lVARRANTIES EXPRESS OR vices in compliance with this docu- IMPLIED INCLUpINt<WAHBAI l_�� ment, as well as with the applicable I I Page G of B TF510 P/N 60 - XXX - X - XXX ORDER LENGTH(1) (EXAMPLES) 055 SPRINKLER ESCUTCHEON MODEUSIN FINISH FINISH(2) 082 8.25" 36 Pendent w/Standard TY3235 1 NATURAL BRASS WHITE 180 18.001, Escutcheon(V NPT) (Fig.5) 4 WHITE POLYESTER WHITE 187 18.75" 33 Pendent w/Deep TY3235 Escutcheon(V NPT) (Fig.6) 9 CHROME PLATED CHROME PLATED 372 37.25" 37 Pendent w/Std.Recessed TY3235 0 CHROME PLATED WHITE 480 48.00" Escutcheon(V NPT) (Fig.3) 34 Sid wall w/Standard TY3335 Escutcheon(1"NPT) (Fig.8) TEMPERATURE RATING(3) 38 Upright w/o Escutcheon TY31fl 0 135F/57C (V NPT) F (Fig. 1 155F/68C 2 175F/79C 3 200F/93C 4 286F/141C NOTES (1).Dry Type Sprinklers are furnished based upon"Order Length" as measured per Figures 3 through 8,as applicable,and for each individual sprinkler where it is to be installed.After the measure- ment is taken,round it to the nearest 1/4 inch increment. (2).Escutcheon Finish applies to pendent and sidewall sprinklers only. (3).The 286F/141 C temperature rating applies to non-recessed sprinkler assemblies. TABLE B PART NUMBER SELECTION SERIES DS-1, QUICK RESPONSE, STANDARD COVERAGE,DRY TYPE SPRINKLERS TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 i I I Fire & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 f►lt o del BFV-K B u erfly Valve Grooved End 2_f/2 Inch c f o [nch' (DK65 - DN2501 General Technical D escrip tlo n Data The Model BFV-N Grooved End But- Model ' terfiy Valves(Ref. Figure 1)are indicat- BFV-N ing type valves designed for use in fire Sizes.ANSI Inches/DN protection systems where a visual in- 2-1/2(DN65),3 (DN80), dication is required as to whether the 4 (DN100}, 5 (DN125), ' valve is open or closed.They are used, 6 (DN150 , 8 DN200), 10(DN250) for example, as system, sectional, and A rovals r pump water control valves.They have The 2-1/2 through 10 inch (DN65 cut groove inlet and outlet connections DN250) Model BFV-N Grooved End that are suitable for use with grooved Butterfly Valves are UL and C-UL List- end pipe couplings that are listed and ed and FM Approved. approved for fire protection systems. In addition, the Model BFV-N Grooved For applications requiring supervision End Butterfly Valves are listed by the of the open position of the valve, the California State Fire Marshall under Gear Operators for the Model BFV-N Listing No.7770-1670:100. Butterfly Valves -are provided with All laboratory listings and approvals are two sets of factory installed internal ry Friction Loss switches each having SPDT contacts. for indoor and outdoor use. The approximate friction loss, based The supervisory switches transfer their Maximum Working Pressure on the Hazen Williams formula and ex- electrical contacts when there is move- 2-1/2 - 8 Inch (DN65- DN200): pressed in equivalent length of pipe ment from the valve's normal open po- 300 psi(20,7)bar with C= 120, is as follows. The data is sition during the first two revolutions of . 10 Inch(DN250): , based on friction loss information col- the handwheel. 175 psi(12,0 bar) lected at a typical flow rate of 15 feet Materials of Construction: per second. WARNINGS •6.9 feet of 2-1/2 inch Sch.40 pipe The Model BFV-N Grooved End But- Body for the 2-1/2 inch valve. terfly Valves described herein must be Ductile iron conforming to ASTM A-395 8.7 feet of 3 inch Sch. 40 pipe for installed and maintained in compliance Body Coating the 3 inch valve. with this document,as well as with the Polyamide . 4.5 feet of 4 inch Sch. 40 pipe for applicable standards of the National Disc the 4 inch valve. Fire Protection Association, in addition Ductile iron conforming to ASTM A-395 to the standards of any other authori- Disc Seal 6.6 feet of 5 inch Sch. 40 pipe for ties having jurisdiction. Failure to do Grade EPDM"E"encapsulated rubber the 5 inch valve. so may impair the performance of conforming to ASTM D-2000 11.1 feet of 6 inch Sch.40 pipe for these devices. Upper&Lower Stem the 6 inch valve. The owner is responsible for maintain- Type 416 Stainless Steel conforming F 10.2 feet of 8 inch Sch.30 pipe for ing their fire protection system and de- to ASTM 582 the 8 inch valve. vices in proper- operating condition. 12.1 feet of 10 inch Sch.30 pipe for The installingcontractor or sprinkler Lower Plug p PVC the 10 inch valve. manufacturer should be contacted Operator with any questions. Gear operator with iron housing e t+ • ,a r � •:� �. page 2 of 4- TFF'f B10 Nominal Nominal Installation Dimensions in Inches and(mm) Weight Valve Pipe Sizes O.D. A B C D E F G H lbs. (kg) 2-1/2" 2.88 3.85 11.71 3.25 5.43 6.00 7.81 2.50 22 DN65 (73,0) (98,0) (297,4) (83,0) (137,9) (152,4) (198,4) (63,5) 0 (10,0) 3" 3.50 3.85 12.25 3.54 5.68 6.00 7.81 2.50 23 DN80 (8819) (98,0) (311,1) (90,0) (144,2) (152,4) (198,4) (63,5) 0 (10,4) 4" 4.50 4.56 13.95 4.35 6.58 6.00 7.81 2.50 28 DN100 (114,3) (116,0) (354,3) (110,0) (167,1) (152,4) (198,4) (63,5) 0 (12,7) 5" 5.56 5.86 14.93 4.84 7.07 6.00 7.81 2.50 31 0 (14,1) DN125 (141,3) (149,0) (379,2) (123,0) (179,6) (152,4) (198,4) (63,5) 6" 6.63 5.86 17.31 5.93 8.35 6.00 7.81 2.50 0.67 41 DN150 (168,3) (149,0) (439,7) (151,0) (212,0) (152,4) (198,4) (63,5) (17,0) (18,6) B" 8.63 5.26 19.20 6.87 9.29 6.00 7.81 2.50 5.86 53 DN200 (219,1) (134,0) (4B7,7) (174,0) (236,0) (152,4) (198,4) (63,5) (148,8) (24,1) 10" 10.75 6.29 25.11 9.17 11.50 9.00 7.68 3.00 7.41 88 DN250 (273,1) (160,0) (637,8) (233,0) (292,1) (228,6) (195,1) (76,2) (188,2) (40,0) G F HANDWHEEL INDICATOR FLAG T CONDUIT CONNECTION GEAR E O OPERATOR BODY D B DISC H C A FIGURE 1 MODEL BFV-N GROOVED END BUTTERFLY VALVE -NOMINAL DIMENSIONS- i Page 3 of 4, T'FP1610 I n eta[[a.t10 n The Model BFV-N Grooved End But- r terfly Valves may be installed with flow SUPERVISORY in either direction and can be posi I I SWITCH tioned either horizontally or vertically. SWITCH SHOWN The grooved end pipe couplings used I — I WITH VALVE with the Model BFV-N must be listed �- — FULL OPEN or approved for fire protection service o 0 and installed in accordance with the Z a manufacturers instructions. i i o 0 The Model BFV-N Butterfly Valve may be installed with any schedule of pres- vwf — sure class of pipe or tubing that is list- END OF LINE PANEL ed or approved for fire protection. RESISTOR As applicable, refer to Figure 2 for the internal switch wiring diagram. Conduit and electrical connections AUXILIARY are to be made in accordance with I GND I SWITCH the authority having jurisdiction and/ or the National Electrical Code. With SWITCH SHOWN reference to Figure 2, the "supervi- L_ _ _ J WITH VALVE o FULL OPEN sory switch" is intended for connec- z w w to tion to the supervisory circuit of a fire W a D alarm control panel in accordance with m o NFPA 72. The "auxiliary switch" is in- z tended for the unsupervised connec- tion to auxiliary equipment in accor- - + BELL dance with NFPA 70, National Electric POWER + Code. NOTE For outdoor applications with inter- nal supervisory switches, it is recom- mended that wiring connections be CONTACT RATING 1/2A®125 VDC made at a temperature above 15°F 1/4A®250 VDC (-91C), in order to insure sufficient flex- 15.1A112HP®125,250 VAC ibility of the wire lead insulation. 5A d 125 VAC"L" Care a n d FIGURE 2 MODEL BFV-N BUTTERFLY VALVE Maintenance -INTERNAL SWITCH WIRING DIAGRAM The owner is responsible for the in- spection,testing,and maintenance of their fire protection system and devic- NOTE es in accordance with the applicable Before closing a fire protection system standards of the National Fire Pro- control valve for maintenance or in- tection Association (e.g., NFPA25), in spection work on either the valve or fire addition to the standards of any au- protection system which it controls, thority having jurisdiction. The install- permission to shut down the affected ing contractor or product manufac- fire protection systems must be ob- turer should be contacted relative to tained from the proper authorities and any questions. Any impairment must all personnel who may be affected by be immediately corrected. this decision must be notified. It is recommended that automatic sprinkler systems be inspected,test- ed, and maintained by a qualified in- spection service. i i .� --- � I I I Fire & Building Products Technical Services-Tel:(800)381-9312/Fax:(800)791-5500 L Uocre ST3., (T3), Riser Manif-old- f-1/2 thru 6" [nch (DN40 thra UNTS01 For tVFPA T3, Sprinkler Systems General Technical ./A Description Data The Figure 513.(13) Riser Manifolds Approvals described in this technical data sheet The Figure 513 (13) Riser Manifolds provide the necessary waterflow with a cover tamper switch for the wa- alarm, pressure gauge, alarm test ori- ter-flow alarm switch are LIL Listed, fice, drain, and sight glass equipment ULG Listed, and FM Approved. in a single assembly for use in NFPA The Figure 513 (13) Riser Manifolds 13 sprinkler systems as follows: without a cover temper switch for the NFPA 13* waterflow alarm switch are UL Listed * 1-1/2 Inch (DN40) and FM Approved. Male thread x Female Thread Maximum Working Pressure * 1-1/2thru6 Inch(DN40thru IDN150) 175 psi (112,11 bar) Groove x Groove Test Orifice 5.6K(80K) *Although the Riser Manifold described in Assembly nections and/or listed mechanical this data sheet Is Intended for NFPA 13 The manifold body of the Figure 513 Is grooved connections, as applicable sprinkler systems,it may be used for NFPA ductile iron, whereas the manifold I 13D or 13R residential sprinkler systems, body of the Figure 13 is cast Iron.The Step 2. Connect the drain line, and where a test orifice of 6.6K(60K)is accept- two assemblies are completely inter- then close the drain valve, able. changeable in function, application, Step 3. Refer to Figure 3 for wiring The variety of sizes and grooved end and end-to-end laying length. guidance. All wiring must be per- formed in accordance with the Author- connections allow cost effective and Finish ity Having Jurisdiction and/or the Na- easy transition to check valves,control Red painted, Na- valves, and system piping. The Riser tional Electrical Code. Manifolds may be installed in either the Step 4. Refer to Figure 4 for optional horizontal(flow switch on top)or verti- Instattation. relief valve, cal (flow going Lip) for both single sprinkler rises and floor control in high The Riser Manifolds may be installed Step 5. Place the system in service by rises. in either the horizontal (flow switch on filling the system with water.When fill- top) or vertical (flow going up). The ing the system, partially open the con- WARNING inlet of the Riser Manifold may be di- trol valve to slowly fill the system. Fill- The Riser Manifolds described herein rectly connected to a shut-off control ing the system slowly will help avoid must be installed and maintained in valve. damaging the waterflow alarm switch, compliance with this document, as After the system is fully pressurized, well as with the applicable standards NOTES completely open the control valve. of the National Fire Protection Asso- Where applicable pipe thread sealant ciation, in addition to the standards of is to be applied sparingly. Use of a Step 6. Secure all supply valves any other authorities having jurisdic- non-hardening pipe thread sealant is open. tion. Failure to do so may impair the recommended. performance of these devices. Never remove any piping component The owner is responsible for maintain- nor correct or modify any piping defi- ing their fire protection system and de- ciencies without first depressurizing. vices in proper operating condition. and draining the system. The installing contractor or sprinkler Step 1. Install the manifold body with manufacturer should be contacted the flow arrow pointing in the down- with any questions. stream position using threadedcon- Page I of 6 APRIL, 2006 TFP962 i �� i T-FPSGI Page 2 of G NO. DESCRIPTION QTY. P/N 1 1-1/2"Manlfold Body, NOTES: Male x Female NPT..... 1 N/A 1. Approximate weight,11.2 lbs.(5,1 kg). Groove x Groove....... 1 NIA 2 WaterflowAlann Switch: 2. ULC Listed Manifolds are equipped with VSR-SF with Paddle, Cover Tamper Switches installed Internal UL/FM ............... 1 971-096-00 to the Watertlow Alarm Switches. VSR-SF with Paddle and 3. CH:Common Hardware Cover Tamper Switch, ULC/FM.............. 1 976-519-02 3 300 ps112000 kPa Water Pressure Gauge .. 1 2341 3 I -- 1 gP10"(254,0 mm) 14-1/4" Male x Female NPT, (362,0 mm) Groove x Groove A4anilnlds �' R 3 11-116"(282,6 mm) Inspectors Test Mete x Male NPT &Drain Valve Drain Valve Manifolds (Normally set (Normally to"Drain") Closed) 2 5-3116' 3-112" _ 314" T. (131,6 mm) Y (86,9 mm) (19,1 mm) NPT 6-1/6" i (155,6 mm) _ 12-516" (320,7 mm) FIGURE 1 1.1121NCH(DN40)RISER MANIFOLD ASSEMBLYAND DIMENSIONS y I I TEP962 Papa a of 6 21NCH(1300)MANIFOLD 4 INCH(DN100)MANIFOLD 6 INCH(DN150)MANIFOLD NO. DESCRIPTION QTY. P/N NO, DESCRIPTION QTY. P/N NO. DESCRIPTION CITY. PIN 1 2"Manifold Body, 1 4"Manifold Body, 1 6"Mantfold Body, Groove x Groove....... 1 N/A Groove x Groove....... 1 N/A Groove x Groove....... 1 N/A 2 Waterflow Alarm Switch: Waternow Alarm Switch: 2 Waternow Alarm Switci VSC with Paddle. VSC with Paddle, VSC with Paddle, UUFM ............... 1 976-357-01 UUFM ............... 1 976-357-04 UUFM ............... 1 976-357.05 VSC with Paddle and VSC with Paddle and VSC with Paddle and Cover Tamper Switch, Cover Tamper Switch, Cover Tamper.Switch, ULC/FM.............. 1 976-520-01 ULC/FM.............. 1 976-520-04 ULC/FM.............. 1 976-520.05 3 300 psi/2000 kPa 3 300 psi/2000 We 3 300 psiJ2000 kPa Water Pressure Gauge .. 1 2341 1 Water Pressure Gauoe .. 1 2341 Water Pressure Gauge .. 1 2341 2412 INCH(DN65)MANIFOLD Manifold Nominal installation Dimenslons in Inches and mm Drain Size Weight NO. DESCRIPTION CITY. P/N Size A B C D E F G H lbs.(kg) 2Inch 16-3/4 13 9/16 5-3/8 6-3/8 13,1/16 3-1/2 1"NPT 13.5 1 2-1/2"Manifold Body, DN50) _(425.5) 330.2 (14,3) (136,5) (161,9) (331.8 (88.9 (6,1 Groove x Groove....... 1 N/A 2-112 Inch 17-3/16 13 1 5-314 6-7/8 13-3/4 3-1/2 16.6 2 WaterflowAlarm Switch; DN65) (436,6) 330,2 26.41 146,1 174,E .349,3) 88,9 1-1/4"NPT (7.6) VSC with Paddle, 3 inch 17-3/16 13 1 6 7-1l8 14-1/4 3-112 18.7 VSC with Paddle and UUFM ............... 1 978.357-02 (DN80) 1436.6 (330,2 25.4 (152.4) (181101 362,0 88.91 1-114"NPT (8,5) Cover Tamper Switch, 41nch 20-1/2 13 4-5/16 7-9/16 9-1/16 16-5/8 4-112 32.7 2"NPT ULCJFM.............. 1 976-520-02 (DN100) (520,7 330.21 109.5)_ 192,11 (230,2) (422,3) 1( 14,3) 3 300 psl/2000 kPa 6 Inch 20-1/2 13 4-5/16 8-1/2 10 18-1/2 6-5/8 2,NPT 41.6 Water Pressure Gauge .. 1 2341 DN150 520.7 330.21 109.5 (215.91 (254.0) 469.9 (168.3) 3 INCH(DN80)MANIFOLD NO. DESCRIPTION CITY. P/N 1 3 1 3"Manifold Body, Groove x Groove....... 'I N/A 2 WaterflowAlarm Switch: VSC with Paddle, UUFM ............... 1 976-357-03 VSC with Paddle and Drain Valve \ P Q KO Cover Tamper Switch, (Normally /J q ULC/FM.............. 1 976-520-03 Closed) 3 300 psl/2000 kPs Water Pressure Gauge .. 1 2341 \ m 2 NOTES: A � 1. ULC Listed Manifolds are equipped with , 1 to Cover Tamper Switches Installed Internal B / f to the Waterflow Alarm Switches. 2. CH:Common Hardware Ll �• Test G C / D &Drain Valve j (Normally set j E to"Drain") H F FIGURE 2 2 thru 6 INCH(DN50 thru DN450)RISER MANIFOLD ASSEMBLYAND DIMENSIONS - - - ti r 1 gaga 4 of 6 TFE19CZ SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS SEPARATE CONDUCTOR single conductor is not CONDUCTORS permitted to be looped around CLAMPING the terminal and serve as two PLATE separate connections.The INCOMING TERMINAL wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS .......... SPDT(Form G) END OF LINE LOCAL RESISTOR CONTACT RATING .... 5A @ 125 VAC SIGNAL 2.6A @ 30 VDC DEVICE NC NO / NC NO �COMNO t, . NC a FCC, M COM CONTROL POWER PANEL NO FLOW NON-SUPERVISED STYLE B/CLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT (SEE NOTE) NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waternow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remove signaling unit,while the other contact Is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY) CONTACTS .......... SPDT(Form C) CONTACT RATING .... 3A @ 260 VAC 5A @ 125 VAC 1 mA @ 5 VDC min. NO a\ 4- NC COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 3 WIRfNG GUIDANCE t: t� �{ TFIR362 Page S of 6 1-1/2"(DN40)Manifold Only: NO DESCRIPTION QTY. PIN NO. DESCRIPTION CITY. P/N To install optional Pressure Relief Trim on 1 3/6"Copper Tubing, 2 Pressure Relief Valve, a 1-1r2"(DN40)Manifold,a 1/2"NPT outlet 2"(DN50)Manifolds 1 971-124-01 175 psi,Nonadjust9ble 1 196-066-00 must be provided by the Installer on the /2"(DN65)and 3 9 °Compression Fitting system outlet piping,and a connection back 2-1 Man folds ... 1 971-124-02 0 to the manifold drain trim must be fabricated 3" Fitting.;;.......... ...2 CH with installer supplied 3/6"copper tubing. 4"(DN100)and 1"x 1/2"Reducing Hex 6"(DN150)Manifolds ... 1 971-124-03 " Bushing ............. 1 CH Discard unused trim components. CH:Common Hardware 3 1/2"NPT Installer 1 Outlet Provided System Outlet 1 3 4 J /; Piping Installer Fabricated 3/6'Copper— i \ �P Tubing 2"(DN50),2-112"(DN65), D Q 3"(DN80),4"(DN100),or P 6"(DN160)Manifold 3 I Manifold �I Drain Trim 1-1/2"(DN40) OManifold rO — FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Alarm/Flow Test Procedure Care and Only the pressure gauge, waterflow alarm switch, or relief valve can be Step 1, Place the test&drain Valve in Ma rn tenance replaced. If any other problems are the"test" position. encountered the entire riser manifold Step 2. Fully open the drain valve. The following inspection procedure must be replaced. Make certain that drainage water will must be performed as indicated,in ad- The alarm/flaw test procedure will re- not cause any damage or Injury. dition to any specific requirements of suit in operation of the associated the NFPA, and any impairment must alarms. Consequently, notification Step 3.Verify operation of associated be immediately corrected. must be given to the owner and the fire alarms. The owner is responsible for the in- department, central station, or other Step 4.Close the drain valve. spection, testing, and maintenance of signal station to which the alarms are Step 6. Place the test&drain Valve in their fire protection system and de- connected, and notification must be the"drain" position. vices in compliance with this docu- given to the building occupants. ment, as well as with the applicable Step 6. Verify that the residual (flow- standards closing a fire protection system in pressure indicated b the res- standards of the National Fire Protect 9) P Y P tion Association (e.g., NFPA 25), in control valve for inspection or mettle- sure gauge is no less that originally addition to the standards of any tench work on the fire protection i to shut recorded for the system when It was authority having jurisdiction, The in- do that it controls,fire permission to shut first installed. stallina contractor or product manufac- down the effected fire protection sys turer should be contacted relative to tem must first be obtained from the Step 7.Close the drain valve. questions. proper authorities and all personnel Step 8.Verify that the static(not flow- anytaho may be affected by this action ing) pressure indicated by the pres- It is recommended that automatic must be notified, sure gauge is no less that originally sprinkler systems be inspected, After placing a fire protection system recorded for the system when it was tested, and maintained by a qualified accordance with in service, notify the proper authorities first installed. Inspection Service in a local requirements accordnd/or national and advise those responsible formoni- codes. toring proprietary and/or central sta- tion alarms. NOTES No attempt is to be made to repair any r I pagia B of to TFPS-1132 11,m- fted OrderIng Warranty Products manufactured by Tyco Fire& Riser Manifold: Building Products (TFBP) are war- Specify; Size (specify), Figure 513, ranted solely to the original Buyer for (specify connection type inlet x outlet) ten(10)years against defects in mate- Riser Manifold (specify - without or Hal and workmanship when paid for with) a cover tamper switch for the and properly installed and maintained waterflow alarm switch, PIN (specify). under normal use and service. This warranty will expire ten (10) years NOTES from date of shipment by TFBP. No Orders for Figure 513 may be filled warranty is given for products or com- with a Figure 13, The two assemblies ponents manufactured by companies are completely interchangeable in not affiliated by ownership with TFBP function, application, and end-to-end or for products and components which laying length. have been subject to misuse,improper If a ULC Listing is required, the Riser installation, corrosion, or which have Manifold must be ordered with a cover not been installed, maintained, modi- tamper switch for the waterflow alarm fied or repaired in accordance with ap- switch. plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities ULIULC/FM Assemblies Having Jurisdiction. Materials found with Cover Tamper switch by TFBP to be defective shall be either 1-1/2 Inch(DN40) repaired or replaced, at TFBP's sole MT x FT .............. PIN 4086 option. TFBP neither assumes, nor 1-1/2 Inch(DN40) p MT x MT.............. P/N 4087 authorizes any person to assume for it, 2 Inch(DN50) any other obligation in connection with G x G ................ PIN 4090 the sale,of products or parts of prod- 2-1/2 inch(DN65) ucts.TFBP shall not be responsible for G x G '..••••'•'•••'•' P/N 4091 ssprinkler system design errors or inac- 3 Inch(DNso) P Y 9 G x G ................ P/N 4092 curate or Incomplete information sup- 4 Inch(DN100) plied by Buyer or Buyer's repre- s Irch(G .... "'.'•• PIN 4095 sentatives. G x G ................ PIN 4096 In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, ULIFM Assemblies consequential dam- Without Cover(DN40) ages,Indirect,special orconse G 1-1/2 Inch(DN40) ages, including but not limited to labor MT x FT .............. P/N 4055 charges, regardless of whether TFBP 1-1/2 Inch (DN40) was informed about the possibility of MTxMT.............. PIN4056 such damages, and in no event shall 2 Inch(DN60) g G x G ................ P/N 4060 TFBP's liability exceed an amount 2-1/2 Inch(DN65) equal to the sales price. G x G ................ PIN 4061 The foregoing warrant is made in lieu 3 Inch(DN80) Y G x G ................ P/N 4062 of any and all other warranties. ex- 4 inch(DN100) press or imp1jgd. including warranties G x G ................ PIN 4065 of merchantability and fitness for a par- 6 Inch(DN150) titular purpose. G x G ................ P/N 4066 This limited warranty sets forth the ex- clusive remedy for claims based on Optional Pressure Relief Valve: failure of or defect in products,materi- Specify: Operational Pressure Relief als or components,whether the claim Valve and Trim for use with (specify is made in contract, tort, strict liability size) Figure 513 or 13 Series Riser or any other legal theory. Manifold, PIN (specify). This warranty will apply to the full ex- tent permitted by law.The invalidity,in 1-1/2"or 2"............... PIN 4063 whole or art, of an portion of this 2-1/2"ors ............... PIN 407 p y 4"or6..................,. P/N 4073 warranty will not affect the remainder. Replacement Parts: Specify: (description)for use with Fig- ure 513 or 13 Riser Manifold,P/N(Ref. Figure 1 or 2, as applicable). TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 i ,��: Model 31 i WILKINS company Double Check Detector Assembly APPLICATION Designed for installation on potable water connections in fire sprinkler systems to protect against both backsipho- y ;. { b ��'' nage and backpressure of polluted water into the potable { 4 - water supply.Model 350ADA shall provide protection where a potential health hazard does not exist.Incorporates me- tered by-pass to detect leaks and unauthorized water use. FEATURES STANDARDS COMPLIANCE(4"-8" Horz.&Vertical) Sizes: ❑2 1/2 ❑ 3 ❑ 4 ❑ 6 ❑ 8 ❑ 10 ASSEO Listed 1048 Maximum working water pressure 175 PSI Maximum working water temperature 140OF AWWA Compliant C510(with gates only) Hydrostatic test pressure 350 PSI CSAO Certified End connections (Grooved for steel pipe) AWWAC606 0 ULO Classified(21/2"-10") (Flanged) ANSI 1316.1 6 C-ULO Classified(2 1/2"-10") OPTIONS Class 125 FMOApproved (Suffixes can be combined) 0 Approved by the Foundation for Cross Connection ❑ - with flanged end OS&Y gate valves(standard) Control and Hydraulic Research at the University of ❑ L - less shut-off valves(grooved body connections) Southern California (2 1/2"-10"except 10"BGVIC) ❑ LM - less water meter ❑ - with remote reading meter MATERIALS Ell - with gpm meter(standard) Main valve body Ductile Iron ASTM A 536 Grade 4 El - with cu ft/min meter Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish ❑ G - with grooved end OS&Ygate valves Internals Stainless steel,3 Series Elg FG - with flanged inlet ate connection and grooved outlet gate connection g NORYLTM,NSF Listed ed El PI - with Post Indicator Gate Valves(4"-10") Fasteners&springs Stainless Steel,300 Series ❑ Buna BGVIC- with grooved end butterflyvalves Elastomers (FDA approved) una Nitrite(FDA approved) ACCESSORIES Polymers NORYLTM,NSF Listed ❑ Repair kit(rubber only) ❑ Thermal expansion tank(Model WXTP) ❑ OS&Y Gate valve tamper switch(OSY 40) MODEL ❑ Test Cock Lock(Model TCL24) with OS&Y option E DIMENSIONS&WEIGHTS(do not Include pkg.) �O' ` C WEIGHT -MODEL WITH 350ADA wrrHOLrr WITH Os&Y WITH OS&Y BUTTERFLY SIZE GATES GATES(G)F) GATES(GXG) VALVES MODEL 350ADA with (GxG) in. I mm lbs. I kg Ibs. I k9 Ibs. kg Ibs. I kg BGVIC option 21/2 65 105 47.5 207 94 199 90.3 123.81 56.2 3 80 104 J 47 224 101.5 214 97 124.4 55.5 v 4 100 91 41.3 245 111 219 99.4 123 55.8 �• 6 150 141 64 377 171 347 158 193 fi7.5 8 200 302 137 778 353.2 754 342.31 4i0 188 10 250 365 161 1040 472.7 918 416.5 527 239.3 A MAENS10N(opproxYrol4) MODS. AV4TH E EWIIH 350ADA A BUTTERFLY BLEBL ATE C D OS&Y OPEJ Og&Y BUfTB;FLY F G Attention: Model 350ADA VALVES CLOSED VALVES In. I mn :n mn In. mm In. mn In. mn In., mn in. mm In. (grooved body)and Model 350DA mm h. mm In. mm n. I mn (flange body) have different lay 21/2 65 351/8 092 321l0 815 20118 511 41/2 114 9 229 153'8 4tE 137/8 352 a 203 6 152 7114 184 3 80 36VB 918 '325/ti e29 201/8 511 41/2 114 9 229 18718 479 155M 397 6 203 6 152 71/4 154 lengths. 4 100 38 965 331/B B42 197/8 505 412 114 9 229 223/4 578 161/4 464 91/8 232 6 152 8 203 6 160 47 1194 397/8 1013 257/6 857 51/2 140 701/2 267 301/8 765 233/4 80325/ w 178 10 254 6 zoo e1 5/B 1565 5412 1354 3B 12 978 10 254 12 305 373/4 959 2914 743 216 11 27910250 645/B 1642 5412 19843812 97e 10: 254 12 305 453/4 7162 35318 899 21B 12 305 •• REVISION:• 5,913,331) BF-350ADA 11106 Page IV 2 FLOW CHARACTERISTICS MODEL 350ADA 2 1/2",3" &4" (STANDARD& METRIC) FLOW RATES(Us) _ 12.6 25.2 37.9 50.5 15 104 a m —2 1/2"(65m ) - 4'(1100. vi 10 69 0 5 M N -- rn rn - _ w to a 00 200 400 600 800 a FLOW RATES(GPM) MODEL 350ADA 6",8" &10"(STANDARD&METRIC) FLOW RATES(I/s) 63.1 126.2 189.3 252.4 15 104 0 6"(150mm)- U) rn 69 0 10 8"(200mm)- —110"(250MIT1111 oWc 5 35 U) U) N - W bi LU Q a 00 1! Z_3 4 � 1000 2000 3000 4000 a FLOW RATES(GPM) *Rated Flow(Established by approval agencies) TYPICAL INSTALLATION Ca acity thru Schedule 40 Pipe (GPM) Local codes shall govern installation requirements.Unless pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec otherwise specified, the assembly shall be mounted at a 2 1/2" 75 112 149 224 minimum of 12"(305mm)and a maximum of 30"(762mm) 3" 115 173 230 346 above adequate drains with sufficient side clearance for 4" 198 298 397 595 testing and maintenance.The installation shall be made so 6" 450 675 900 1351' that no part of the unit can be submerged. 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 p 12' 1763 2644 3525 5288 ^ PROTECTIVE f� ENCLOSURE _ d I I I I I I I I f 2'MIN. I 30II'MAX. 1 .`I DIRECTION OF FLOW MODEL 350ADABGVIC(VERTICAL INSTALLATION) MODEL 350ADA(OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048,and supplied with full port gate valves.The main body and access cover shall be epoxy coated ductile iron(ASTM A 536 Grade 4),the seat ring and check valve shall be NoryITM (NSF Listed),the stem shall be stainless steel (ASTM A 276)and the seat disc elastomers shall be EPDM.The first and second check valves shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Page 2 of 2 WILKINS a Zurn company,1747 Commerce Way,Paso Robles,CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Webslte: http://Www.zurn.com Y .* 'a I 1 1 Building f�ro�'ucts Technical Services:Tel:(800)381-9312/Fax: (800)791-5500 vvww.tyco-fire.com Tyco Phis Products Model CM F Check valve E Tyco Fire Products,valves,accessories and other Genera[ Technical products are available throughouttheU.S..Canada, Description-, Data and internationally, through a network of distribution centers.You may write directly or call Model: CV-1 F 215-362-0700 for the distributor nearest you. UL LC Sizes:2",2'/",76.1mm,3",4",139.7mm,5", FM 165.1 mm,6",8",11)"and 12" Limited r Max.Working Pressure: 300 psi(2068 kPa) Factory Hydro Test: 100%at600psi(4137kPa) Warranty Seat and she]Ica rnplies with test requirements Products manufaehtred by Tyco Fire Products are See rare FrctecGon'' of MSS SP-71,UL,FM and ULC warrardedsoleytotheoriginalBuyeriorten(10)years Submittal Sheetfor llrrissure Ratiircr Approvals:UL,FM and ULC; againstdefecisin material andworkmanshipwhenpaid and Listing/Approval information See Fire Protection Submittal Sheet for exact Listing/Approval information. forandproperiy installed and mairrlalnedu nor mal The Model CV-iF Fire Protection Check Valve is use and service.This warranty will expireten(10)years furnished with grooved ends and an be Installed Body and Cap:Ductile iron conforming to from date of shipment by Tyco Are Products. No using grooved couplings.The Model CV-1F can be ASTM A-536,Grade 65-45-12 warranty is given for products or components installed with ANSI class 150FlangesubliangGrinnell Clapper:Stainless Steel(2"-8)or manufacturedbycompaniesnotaffillatedtrrowneiship Figure 71 flange adapters and also ANSI class 300 Ductile Iron(10"and 12") withTycoAreProductsorforpralucts and components Flange Adapters.All Model CV-1F Check Valves Seal: Grade"E"EPDM whichhavebeensubjecttomWw,improperinstallatlon, have been designed with a removable coverfor ease Protective Coatings:Valve assembly corrosion,orwhich have notbeeninstalled,maintained, of field maintenance.Valves installed horizontally -Non-lead paint modified or repaired in accordance with applicable or Inclined(flow up or down)areto be positioned 1K Standards of the National Are Protection Association with the cap facing up.Valves installed vertically Ordering (NFPA),andrortlie standards of any other Authorities may be positioned with flow up or down. Procedure U re Having Jurisdiction. Materials found by Tyco Are A Maintenance CheckValve Kit is available to allow Products to be defective shall be either repaired or the maintenance procedure ofbackhushingthrough When placing an order,indicate the full product replaced,atTyco Fire Products'sole option.Tyco Fire the fire department connection without removing name.Please specify the quantity,valve model Products neitherassumes,nor author¢es any person the Model CV-1 F Check Valve from the pipe line. number,size,type of seal,Grade"E"EPDM,and toassumetorit,anyotherobligation inconnectionwith The Model CV-1 F CheckValves are a redesignation part number from the following list. the sale of products or parts of products. Tyco Fire forthe Central FIgure590Fand Grinnell Figure 590F. Valve Valve Productsshalinotbe responsible for sprinkler system WARNING Size Part Number design errors or inaccurate or incomplete information The Model CV-IF Check Valve described herein 2" 59-590-0-020 supplied by Buyer or Buyer's representatives. must be Installed and maintained In compliance T h" 59-590-0-025 IN NO EVENT SHAH.TYCO ARE PRODUCTS BE with this document,as wallas with the applicable 76.1 mm 59-590-0-076 LIABLE,IN CONTRACT,TORT,STRICT LIABILITY OR standards of the National Fire Protection 3" 59-590-0-030 UNDO NYOTHERLEGALTHEORY,FORINCIDENTAI, Association,in addition to the standards of any 41L 59-590-0-040 INDIRECT,SPECIALOR CONSEQUENTIAL DAMAGES, otherauthorttieshavingjurisdiction.F811uretod0 139.7mm 59-590-0-139 INCLUDING BUT NOT LIMITEDTO LABOR CHARGES, so may impair the performance of this device. 5" 59-590-0-050 REGARDLESS OF WHETHER TYCO ARE PRODUCTS The ovver is responsible for maintaining their fire 165.1 mm 59 590-0-165 WAS INFORMED ABOUT THE POSSIBILITY OFSUCH protection system and devices in proper operating DAMAGES,AND IN NO EVENT SHALL TYCO ARE condition. The Installing contractor or sprinlder 6" 59-590-0-060 PRODUCTS'LIABILITYD(CEEDANAMOUNTEQUAL mane(acturershouldbecontactedwrdmanyques6ons. 8" 59-590-0-080 TOTMESALESPRICE. 10" 59-5904100 THE FOREGOING WAMATYfSMAKLYLi PF 12" 59-590-0-120 AKYA99 ALL OTHER WARRAUIMEXPRE SCR IF7PLiE0 iNCLUG/A'G KfARRAff1ES OF h�RGNQHTAR11i1TY ANII FITNESS FO_R A PARTICULAR PURPOSE. Page 1 of 2 September 2004 TFP1550 'tern -776 i �:; TFP1550 Page 2 of 2 M ode[ OV. IF Check Valve $ A 4 2 I I a p p 6 AECCEK ~I p -- ' , 4 6 1 -NPT 5 5 WNPT F Nominal Dimensions Approx. Size A B C D E F J Cover Weight Detail Part Material QtY• Inches Inches Inches Inches Inches Inches Inches Inches Bolt Torq. lbs. 1 Body Ductile Iron 1 mm mm mm mm mm mm mm mm Lb.-1L/Nm Kg. 2 Cap Ductile Iron 1 2" 6.75 4.36 2.55 2.57 3.25 4.75 1.62 15 9.0 3 Gasket Synthetic Fiber 1 60.3 171.5 111.3 64.8 65.3 82.3 120.7 4i.5 21 4.5 4 Hex Cap Screw Steel,Zinc Plated AR 8.00 5.80 3.41 3.40 3.88 76�01.70 �54 10.0 5 Clapper Stainless Steel or 1 73.0 203.2 147.3 86.6 86.4 98.6 43.24.5 Ductile Iron 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.00 6 Seal Facing EPDM Grade"E" 1 76.1mm 203.2 147.3 86.6 86.4 98.6 152.4 43.2 54 4.5 7 Spring Stainless Steel 1 3° 8.37 5.76 3.60 3A0 3.88 6.00 1.70 399 11.0 8 Hinge Shaft Stainless Steel 1 88.9 212.6 1.46.3 91.4 86.4 98.6 152.4 43.2 54 5.0 9 Retaining Ring Stainless Steel AR 4" 9.63 6.74 4.61 3.63 4.56 7.13 1.84 39 25.0 10 Washer Teflon 2 114.3 244.6 171.2 117.1 92.2 115.1 181.1 46.7 54 11.3 11 Retention Bolt Stainless Steel 1 139,7mm 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 12 Seal Ring Neoprene 1 266.7 190.5 134.4 106.7 124.5 193.0 48.3 54 13.2 13 Retaining Disc Stainless Steel 1 5" 10.50 7.50 5.29 E4. 4.90 7.60 1.90 39 28.0 14 Locknut Stainless Steel141.3 266.7 190.5 134.4 124.5 193.0 48.3 54 13.2 15 Piug-'/2"-14 NPT Cast Iron1.50 80.5 5.75 5.00 7.60 1.48 60 47.0 16 Adhesive Thread Sealer AR 165.1mm 292.1 204.5 146.1 127.0 193.0 37.6 82 21.3 17 1 Nameplate Aluminum 1 6" 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 18 Rivet I Steel 2 168.3 292.1 204.5 146.1 114.3 1270 193.0 37.6 82 21.3 8" 14.00 10.25 7.75 5.62 5.45 8.40 2.20 120 66.0 R19.1 355.6 260.4 196.9 142.7 138.4 213.4 58.9 164 29.9 1 o" 18.00 13.00 10.21 6.38 7.50 10.50 3.00 120 109.7 273.0 457.2 330.2 259.3 162.1 190.5 266.7 76.2 164 49.4 12" 21.0 1428 11.31 7.26 7.62 10.621 2.75 1 120 151.0 323.9 533.4 362.7 2872 184.41 193.5 269.7 69-91 164 68.0 y N FLOW RATE(LPM) Care and Maintenance a The owner is responsible for the inspection, EL testing,and maintenance of their fire protection system and devices in accordance with the p applicable standards of the National Fire Protection o Association (e.g.,NFPA 25), in addition to the w standards of any authority having jurisdiction. CCo; t« ° The installing contractor or product manufacturer coo,, should be contacted relative to any questions. Cz Any impairment must be immediately corrected. It is recommended that automatic sprinkler o systems be inspected,tested,and maintained by •> -n s $ a qualified Inspection Service. FLOW RATE(GPM) Note:It is good piping practice to apply a safety factor of 151/6to 20%to the values in the above table for design purposes. � � General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions(I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible Certified Company for the specific application. TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19946 Printed U.S.A. N � � 1 x � ompsrafive specification data t — XS and XXS,ANSI Schedules 10 through 160 Specification i453 NPS /e 26 STD, Scope Covers Seamless and Welded,Black and hot-dipped galvanized nominal(average)wall pipe for coiling,bending,flanging and other special purposes and is suitable for welding. Continuous-Wcided pipe is not intended for flanging.Purpose for which pipe is intended should be stated on order, Kinds of Steel Open-hearth Basic-Oxygen Permitted For Electric-furnace Pipe Material Hot-Dipped Sets standards for coating of pipe with zinc inside and outside by the hot-dipped process.Weight of coating muss not average Galvanizing less than 1.8 oz.per square foot and not less than 1.6 oz.per square foot. Permissible The minimum wall thickness at any point shall not be more than 12.5%under the nominal wall thickness specified. Variations in Wall Thickness Chemical C max% Mn max% P max% S max % Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0,30 1.20 0.05 0.06 Continuous-weld — — 0.08 0.06 Tensile Continuous Seamless and Electric- Requirements Welded resistance-welded Grade A Grade B Tensile Strength,min.,psi ........................... 45,000 48,000 60,000 Yield Strength,min.,psi ....:....................... 25,000 30,000 35,000 Hydrostatic Hydrostatic inspection lest pressures for plain end and threaded and coupled pipe are specified.Hydrostatic pressure shall be Testing maintained for not less than 5 seconds for all sizes of seamless and electric resistance weld pipe. Permissible Plus or tAinus 10% Variations in ' Weights per Foot Permissible Outside Diameter at any point shalll not vary from standard specified more than— Variations In For NPS 11/2 and Smaller Sizes For NPS 2 and Larger Sizes Outside Diameter 1/64"over 1/321,under 1%over 1%under Mechanical Tests Tensile Test—Transverse required on ERW for NPS 8 and larger. Specified Bending Test(Cold)— STD and XS-NPS 2 and under XXS-NPS 11/4 and under.Degree of Bend Diameter of Mandrel For Normal A53 Uses 90 12 x nom.dia.o1 pipe For Close Coiling 180 8 x nom.dia.of pipe Flattening Test— NPS 2 and larger STD and XS.(Not required for XXS pipe). Number of Seamless and Electric-Resistance-Welded—Bending,flattening,tensile on one length of pipe from each lot of 500 lengths Tests Required or less of a size. Continuous-Weld—Bending,flattening,tensile. NPS 11/2&smaller NPS one 2&larger one/25 tons Lengths Standard Weight Single Random — 16'-22'.5%may be jointers.If Plain Ends—5%may be 12'-16'. Double Random— Shortest Length 22',minimum average for order 35'. Extra Strong&Double Extra Strong Single Random— 12'-221.5%may be 6'-12'. Double Random(XS and lighter)— Shortest Length 22',minimum average for order 35'. Lengths longer than single random with wall thicknesses heavier than XS subject to negotiation. Required Markings Rolled,Stamped or Stenciled(Mfgrs.option) on Each Length Name or brand of manufacturer. (On Tags attached to Kind of pipe,that is,Continuous Welded,Electric-Resistance-Welded A,Electric-Resistance-Welded B,Seamless A;or each Bundle in case Seamless B;XS for extra strong,XXS for double extra strong. of Bundled Pipe) ASTM A 53. Length of pipe. General Couplings—Applied handling light.Couplings,2"and smaller straight tapped,other sizes taper tapped. Information Thread Protection—Applied to pipe 411 and larger. End Finish(unless otherwise specified)—STD or XS,or wall thicknesses less than 0.500 in.(excluding XXS):Plain end beveled.All XXS and wall thicknesses over 0.500 in.:Plain end square cut. NOTE:This general information is from ASTM Standards and API Specification 5L. Please refer to the specific Standard or Specification for complete details, =�C � ., — — — r / . / r \ ~' ' .. n — � / | | | — | | comparative specification data Specification Al 35 NPS 1/4 - 30", Schedules 10, 40 and XL THD, Lightwall Scope Covers two grades of electric-resistance welded steel pipe.Grade A is adapted for flanging and bending and is suitable for welding.Purpose for which pipe is intended should be stated on order. Kinds of Steel Open-hearth Basic-oxygen Permitted For Electric-furnace ; Pipe Material ---- Permissible The minimum wall thickness at any point shall not be more than 12.5%under the nominal wall thickness specified.Threadable, Variations In lighiwall(XL)must meet manufacturers minimums. Wall Thickness Chemical C max.% Mn max.% P max.°/b S max. Requirements Grade A ......... ....... .... 0.25 0.95 0.05 0.06 Grade B ................ .. .. 0.30 1.20 0.05 0.06 Tensile Grade A Grade B Requirements Tensile Strength,min.,psi ..................:. 48,000 60,000 Yield Strength,min.,psi ...................... 30,000 35,000 NDE& Hydrostatic Inspection test pressures for plain end and threaded are specified.Hydrostatic pressure shall be maintained Hydrostatic for not less than 5 seconds for all sizes of electric resistance weld pipe.Non-destructive electric test should be in accordance Testing with practices E213,method E273 or practice E213. Permissible Plus or minus 10%schedule 10 Variations in Plus 10%minus 31/2%schedule 40 Weights per Foot Permissible Plus or minus 1% ' Variations In Outside Diameter Mechanical Tests Tensile test—transverse returned on pipe NPS 8 and larger. Specified Flattening test—three steps required with weld located 00 or 900 from the line of direction of force required. Number of Flattening and tensile on one length of pipe from each lot of 400 lengths or less of a style. Tests Required Lengths Pipe shall be furnished in 38'with a minimum of 20 ft.Pipe furnished to schedule 10 shall be in a specified length between 16 and 22 ft. Required Markings Rolled,Stamped or Stenciled(Mfgrs.option) on Each Length Name or brand of the manufacturer. (On Tags attached to Kind of pipe,that is,electric-resistance welded A,electric welded B,same schedule wall thickness,schedule 10 or 40,NL each Bundle in case ASTM A135 of Bundled Pipe) Length of pipe. General End finish may be plain end beveled or plain end square cut. Information NOTE:This genetal inforrilation is from ASTM Standards. Please refer to thepecific Standard or Specification for complete details. comparative specification data Specification A755 NPS '/2 - 10" Schedule 10 and Schedule 40 Scope Covers seamless and welded,black and hot-dipped galvanized nominal wall pipe.For coiling,bending,flanging and is suitable for welding.Pipe ordered for this specification is intended for use in free protection system. Kinds of Steel Open-hearth Basic-oxygen Permitted For Electric-furnace Pipe Material Hot-Dipped Sets standards for coating of pipe with zinc inside and outside by the hot-dipped process:Weight of coating must not average Galvanizing less than 1,8 oz.per square fool and not less than 1.6 per square It, Permissible The minimum wall thickness at any point shall not vary by more than 12.5%under the nominal wall thickness. Variations in Wall Thickness Chemical C max% Mn max% P max% S max% Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Furnace-weld Pipe 0.08 0.06 Type F — NDE& Hydrostatic inspection test pressures for plain end and threaded are specified.Hydrostatic pressure shall be maintained for Hydrostatic not less than 5 seconds for all sizes of seamless and electric resistance weld pipe.Non destructive electric test in accordance Testing with practices E 213 or E 309. Permissible Plus or minus 5%. Variations in Weights per Foot Permissible Outside Diameter at any point shall not vary from standard specified more r than 2 and Larger Sizes Variations in For NPS 11/2 and Smaller Sizes 1%over 1%under Outside Diameter We over 113e under Number of Flattening—Tests are to be performed on electric-resistance welded pipe,and furnace welded pipe. Tests Required Lengths Unless specified,pipe shall be furnished on single random lengths of 16 to 22 It. Required Markings Rolled,Stamped,or Stenciled(Mfgrs.option) on Each Length Name or brand of the manufacturer. (On Tags attached to Flectric-resistance welded A,electric-resistance welded B,Seamless A, each Bundle In case Seamless B,Grade A or B for type E or S pipe,wall thickness schedule ASTM A795,the letters NH if not hydrostatically tested. of Bundled Pipe) The length of pipe. General End finish may be plain end beveled or plain end square cut. Information 1 NOTE:This general Information is from ASTM Standards. Please refer to the specific Standard or Specification for complete details. 33 �• .. ' ., I _ i M 1 GROOVED FITTINGS SFITTINGS A hirRmn-f1;1 'PiF1 Prndrrar UL L FM 1 LISTED LISTED APPROVED For fire protection services request submittal GRS 1 3 "S"SERIES PRODUCTS ARE SPECIFICALLY DESIGNED FOR USE IN FIRE PROTECTION APPLICATIONS WHERE ECONOMY IS A FACTOR.ALL PRODUCTS ARE UL&ULC LISTED AS WELL AS FACTORY MUTUAL APPROVED.MAXIMUM WORKING PRESSURE FOR THESE PRODUCTS IS 300PSI. �CtoE-, CtoE- CtoE - EtoE LLJ t,_ • � C W tYTt j •,. ; U i - � NOMINAL END APPROX. SIZE to WEIGHT •� � � '� IN. END EACH NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. nm) INj;r,116 Lbs.(Ko SIZE 10 WEIGHT to WEIGHT to WEIGHT 11/4 0.87 0.32 N. END EACH END EACH END EACH 32 02 (min) IN(rim) Lbs.(F,_) I (mm) Lbs.(✓;a IN nrim) Lbs.;Ka) 1 1/2 0.87 0.39 2 2.75 1.50 2.00 1.29 2.75 2.27 40 '0 U•7 50 70 0 6 S, 51 u: 2 1.00 0.54 21/2 3.00 2.14 2.25 2.00 3.00 3.30 = U•2 76 57 D)I - 2 1/2 1.00 0.75 3 3.38 3.60 2.50 3.06 3.38 5.04 03 80 86 I. 64 1 3", 3 1.00 1.23 4 4.00 5.78 3.00 4.89 4.00 7.86 30 0.6 1011l 1( 76 2 0, 4 1.06 1.95 6 5.50 11.78 3.50 9 1.95 5.50 19.05 ;i0 0.9 , 6 1.06 4.58 \ 8 6.81 21.10 4.25 15.40 6.94 33.30 150 -' 1 J i) I;3 106 s, 1;. 8 1.19 8.98 FITTINGS ARE CAST STEEL PER ASTM A 958 OR DUCTILE IRON PER ASTM A536. 4 I THE SF-1 FLANGE ENABLES CLASS 125/150 O O FLANGE END COMPONENTS TO BE CONNECTED t �.c ,E D DIRECTLY INTO A GROOVED END PIPING SYS- TEM.A SPECIAL GASKET PROVIDES A PERMA- 0 0 NENT SEAL BETWEEN THE PIPE AND THE MATING O FLANGE.INTEGRAL CLOSING TABS ON THE O.D. OF THE FLANGE FACILITATE ASSEMBLY. - A C - GROOVED NOMINAL ACTUAL MAX. MAX. FLANGE NUTS/ DIMENSIONS-Inch/inn) APPROX I SZE PIPE WORKING END BOLTS (INCH) MAX M.1N WEIGHT N. SIZE P.S.I./ LOAD 61TY. SIZE A B C BORE 'SURFACE EACH ;art,, IN .�i,,; ,,I, ,, Lbs.(m. D E Lbs.: 2 2.375 300 1329 4 5/8x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 5911 1, I i 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2.875 3.770 4.60 3 3.500 300 2886 4 5/8x3 7.50 6.00 0.94 3.500 4.395 5.70 e0 n6,, 12337 - 24 5 24 4 4.500 300 4771 8 5/6x3 9.00 71.50 0.95 4.500 5.395 7.90 i t;) 1I 3 7_Cc 21221 - ) 1 _l 3 6 6.625 300 10342 8 3/4x3 1/2 11.00 9.50 1.00 6.625 7.520 10.00 :(_1 76 I 20e)5 46001 - 21,, 1,, n 4.5 8 8.625 300 17528 8 3/401/2 13.50 11.75 1.13 8.625 9.875 15.70 3Cn 21 J 1 ::Or;S 7 7965 'THE EFFECTIVE SEALING AREA OF THE MATING FLANGE MUST BE FREE FROM GOUGES OR DEFORMITIES OF ANY TYPE TO ENSURE PROPER SEALING OF THE GASKET. 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. 4.Required flange bolts to be supplied by installer. 5.See F-1, page 9,for additional technical information. 5ncem #g Page 17 1 I :. GROOVED COUPLINGS SA FI MNGS U L FM d DA'Wn.of 5Jee Pipe N-4-1, J•:7 .. FFF LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 THE MODEL C1 IS OUR STANDARD COUPLING DESIGNED A C FOR A BROAD RANGE OF PIPING APPLICATIONS,IT IS A I I I 1 . S?k FLEXIBLE STYLE WHICH PROVIDES ALLOWANCE FOR CONTROLLED PIPE MOVEMENT CAUSED BY THERMAL CHANGES,SETTLING OR SEISMIC ACTION AS WELL AS e DAMPEN NOISE AND VIBRATION. COUPLINGC-1 FLEXIBLE NOMINAL ACTUAL MAX. MAX. ALLOW. NUTS/BOLTS DEFLECTION DIMENSIONS-Inch mm APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P3.I./ LOAD SEP. TY. SIZE COUPLING IN./FT. A B C EACH (mm) IN.(mm) (kP0) Lbs.(N) IN.(mm) rn) I Lbs)K ) 1 1/4 1.660 1000 2164 0-0.13 2 3/8x2 4'-19' 0.90 4.20 2.75 1.78 1.40 32 422 6900 9625 0-3.2 107 70 15 06 1 1/2 1.900 1000 2835 0-0.13 2 3/8x2 3"-46' 0.79 4.44 3.03 1.78 1.48 40 48.3 6900 l '610 0-32 113 77 elf, 0.7 2 2.375 1000 4430 0-0.13 2 3/8x2 3°-01' 0.63 4.88 3.46 1.84 2.0010 i0 60.3 6900 19705 0-32 24 88 4' 0 9 2 1/2 2.875 1000 6492 0-0.13 2 3/8x2 2°-29' 0.52 5.53 4.12 1.85 2.25 65 730 6900 28876 0-32 140, 1 105 .17 1.0 3 O.D. 3.000 1000 7069 0-0.13 2 3/8x2 2°-29' 0.50 5.50 4.00 1.84 2.25 65 76.1 6900 31443 0-32 i Flo 102 11/ 10 3 3.500 1000 9621 0-0.13 2 1/2x2 3/4 2°-03' 0.43 6.38 4.62 1.84 2.70 80 88'J 6900 42794 0-3 2 ;r_ 1 1 7 17 12 4 4.500 750 11928 0-0.25 2 1/2x2 3/4 3°-11' 0.67 7.68 5.81 2.06 4.42 101 i 1 14 3 5175 53056 0-6.4 1:I". 20 5 5.563 700 17014 0-0.25 2 5/8x3 1/4 2°-35' 0.54 9.6: 7.12 2.06 6.26 125 141.3 4825 75618 0.6.4 L I?I 2.8 6 6.625 700 24130 0-0.25 2 5/8x3 114 2°- 10' 0.45 10.75 8.09 2.06 7.00 150 168.3 1 4825 107330 0-6.4 Jlc ' 3.2 6.5 O:D. 6.500 700 23228 0-0.25 2 5/8x3 1/4 2'-10' 0.46 10.50 8.00 2.06 7.00 150 1651 4825 103318 0-6 4 _:% .0' 32 8 8.625 600 35056 0-0.25 2 3/4x4 1/4 1'-40' 0.35 13.44 10.43 2.38 13.00 200 219,1 4100 155929 0-6.11 10 10.750 500 45381 0-0.25 2 7/8x5 1/2 1°-20' 0.28 16.00 13.25 2;59 23.00 ;!-0 273.1 3450 201855 0.64 10.4 12 12.750 400 51071 0-0.25 2 7/8x5 1/2 1°-07' 0.23 18.50 15.38 2.59 28.39 300 323.9 2750 227164 0-64 - 12-9 1.Working pressure and/or end load are total allowable, based on standard weight steel pipe. roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. Page 6 -z<e�j `g i:1 �'� •'1 I GROOVED COUPLINGS �..;. FITTINGS � •P nD&W" n/smr Pipe P-d , ULCi U o FM All LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 COUPLING MATERIAL SPECIFICATION: HOUSINGS: DUCTILE IRON CONFORMING TO ASTM A536 BOLTS: OVAL NECK TRACK BOLTS PER ANSI/ASME B18.10,STEEL PER SAE J429 GRADE 5.THREADS PER ANSI B1.1 UNIFIED STANDARD COARSE CLASS 2A.ZINC ELECTROPLATED PER ASTM Al64. NUTS: HEAVY HEX PER ANSI/ASME 618.2.2.STEEL PER SAE J995 GRADE"2"OR ASTM A563 GRADE"A"OR"B".ZINC ELECTROPLATED PER ASTM A164. C-3 COUPLINGS USE HEX FLANGE LOCK NUTS.STEEL PER ASTM Al94.ZINC ELECTROPLATED PER ASTM A164. GASKETS: EPDM OR NITRILE(SEE PAGE 44 FOR TECHNICAL DATA) FINISH: RUST INHIBITING ORANGE PAINT OR HOT DIPPED GALVANIZING PER ASTM A-153. THE C-4 RIGID COUPLING IS DESIGNED A-- --- �- - FOR RIGID PIPING APPLICATIONS.CAST IN PLACE TEETH BITE INTO THE PIPE/ FITTING SHOULDER TO FIRMLY RE- B' STRICT MOVEMENT. s COUPLINGC-4 RIGID NOMINAL ACTUAL MAX. MAX. ALLOW. NUTS/BOLTS DIMENSIONS-Inch mm APPROX. SIZE PIPE WORKING END PIPE END (INCH) WEIGHT IN. SIZE P.S.I./ LOAD SEP. QTY. SIZE A B C EACH (rnrM IN,onjn) (kP a Lbs.lnll I (rnrn) Lbs.0 1 1/4 1.660 750 1623 0-0.06 2 3/8x2 4.20 2.55 1.70 1.48 32 42.2 5175 7219 0. 1.5 IC- h 43 1 1/2 1.900 750 2126 0-0.06 2 3/8x2 4.44 2.81 1.70 1.66 40 48.3 5175 9.156 0-1;5 1 1' 7 1 43 2 2.375 750 3323 0-0.06 2 3/8x2 1/4 4.88 3.28 1.76 1.85 •5l1 60.3 517;5 14/81 0-1 5 11." 45 o)1.. 2 1/2 2.875 750 4869 0-0.06 2 3/8x2 1/2 5.53 3.78 1.76 2.11 i3,0 51 D 2165: 0- Ib Imo.: vr, 45 11' 3 O.D. 3.000 750 5301 0-0.06 2 3/8x2 1/2 5.93 4.00 1.76 2.21 US 761 5175 235F; 0-1.5 15' U)..' 45 1' 3 3.500 750 7216 0-0.12 2 3/8x2 112 6.38 4.40 1.76 2.41 80 889 515 32091 0-3.2 16: 1 1" 45 4 4.500 750 11928 0-0.12 2 3/8x2 1/2 7.68 5.59 1.98 3.17 100 1143 511-5 530'„ 0-32 I':' 14^ 50 Id 5 5.563 700 17014 0-0.12 2 1/20 9.06 6.93 2.06 4.50 125 1413 4825 75678 0-32 21,- 11,11, 52 6 6.625 700 24130 0-0.12 2 1/20 10.75 7.87 1.98 5.84 I°0 1683 4; 1073:-0 0-32 2:- 201! 50 6.5 O.D. 6.500 700 23228 0-0.12 2 1/2x3 10.25 7.99 2.06 5.82 151) 1651 482` 103318 0-32 2`C 52 '?. 8 8.625 600 35056 0-0.12 2 5/8x3 1/2 13.44 10.21 2.22 10.82 :%OU 219.1 1 41 C.: 155929 0-3.2 3.1 1 1 56 10 10.750 500 45381 0-0.12 2 7/8x5 16.70 12.88 2.62 21.50 2"Ol 273.1 34•C 20185c 0-32 4 - r 67 12 12.750 400 51071 0-0.12 2 7/8x5 1/2 18.50 14.89 2.62 27.36 2�?3.9 275.- 22 15 0-:32 4 r,'. I. 1.Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. CONTACT STAR PIPE PRODUCTS FOR SIZES LARGER THAN 12" Page 5 CkST IRON FIT 7t N& SUBMITTAL SHEET COO.1 .4 Division Of S/ar Pipc Products <FMF- MEA LISTED LISTED APPROVED LISTED L_ NOMINAL ITEM MAX. DIMENSIONS WEIGHT 7, 7 MAX. DIMENSIONS WFJGHT SIZE CODE WORKING EACH WORKING B PIECE P.S.I. A B PIECE P.S.I. A(INCH) # 300 1.60 1.50 1.21 CB90D33 300 1.50 1.50 D.951114 CB90044 300 1.75 1.75 1.34 114 CT4 300 1.75 1.75 1.87 1112 CB90055 300 1.94 1.94 1.80 1112 CT555 300 1.94 1.94 2.51 2 6B90D66 300 2.25 2.25 2.90 2 CT656 300 2.25 2.25 3.95 l� A {. a " 1 . I t 7-'E7R ITAX. DIMENSION WEIGHT NOMINAL ITEM MAX. DIMENSIONSWEI-EA SIZE CODE WORKING B PIECE RKING EACH P.S.1: A .S.I. A PIECE (INCH) # ` X. 1.70 0.62 1 G845033 30D 1.12 1.12 0.84 30D 1.70 0.80 1114 CB45044 300 1.29 1.29 1.40 1112 C645055 30D 1.43 1.43, 1.80 6 2 1 CB45066 300 1.68 1.68 2.79 ._r _ A A i It I f _ NOMINAL ITEM MAX. DIMENSION WEIGHT NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH SIZE CODE WORKING EACH (INCH) # P.S.I. A PIECE (INCH) # P.S.I. A B PIECE 1/2 CPL001 300 o.9a 0,10 1X112 CB90031 300 1.26 1.36 0•64 314 CPL002 300 1.07 D.17 iX314 CB90032 300 1.37 1.45 0.87 1 CPL003 300 1.25 0.28 1114X1/2. CB90041 300 1.34 1.63 0.96 0.62 11/4 CPL004 300 1.36 0.62 1 114X314 CB90042 300 1.45 1.62 1.13 -1 112 CPL0.05 300 1.45 1114X1 CB90043 309 1.58 1.67 1.16 2 CPLOD6 300 1.56 -91 1112X1 CIS 3 300 1.65 1.80 1.51 1 112X1 1/41 CB90064 300 1.82 1.88 1.62 Submitted by: 2X112 I CB90061 300 1.49 1.88 2.00 pate: 2X314 CB90062 300 1.60 1.97 2. 2X1 CB90063 300 1.73 2.02 2.10 roved b 2X11/4 CB90064 300 1.90 2.10 2.30 Approved Y 2X1112' CB90065 300 2.02 2.16 2.60 Date: For installation on the project we) contractor By: 4018 WESTHOLLOW PARKWAY HOUSTON,TCXA577082 TOLL FREE: 888-861-STAR,TEL:281-558-3000,FAX:281-558-9000 :r?!ik-1w .i nt nx/c•rA DT)TPFPP 0D1 K7S.CO N1 CAST IRON fir TT[NaS' SUBMITTAL SKEET COO.1 f, .4 Diri.rion nf,Srar Pipe Products V 7(1 `1AL ITEM MAX. DIMENSIONS WEIGHT CODE WORKING EACH ) # P.S.I. A B C PIECE 1X1X112 C7331 300 1.26 1.26 1.36 0.95 B A_, 1X1X3/4 CT332 300 1.37 1.37 1.45 1.10 1X112X1 CT313 300 1.50 1.36 1.50 1.00 X3/4X7 CT323 300 1.50 1.45 1.50 1.18 1 1X1X1114 CT334 300 1.67 1.67 1.58 1.52 l -- iX1X1112 CT335 300 1.80 1.80 1.65 1,73 C _ 1114XiX112 CT431 300 1.34 1,26 1.53 1.17 38 11/4XiX314 CT437 300 1.45 1.37 1,57 1.47 I•- 1114X.JX1 CT433 300 1.58 1,50 1.57 1.47 11/4X1X1114 CT434 300 1.75 1.67 1.75 1.80 11/4X1X1112 CT 300 1.88 1.80 1.82 2.05 1 114XJ 110112 CT441 300 1.34 1.34 1.53 1.37 1 114XI 114X314 ET 2 300 1.45 1.45 1.62 1.54 1114XI1/4X1 CT443 300 1.58 1.58 1.67 1.65 ULC U' 1I FM� EQ 1 1/4X1 114X1 1/2 CT445 300 1.88 1.88 1.82 2.21 � 1114X1114X2 CT446 300 2.10 2.10 1.90 2,55 1.41 1.34 1.66 1. 41 LISTED LISTED APPROVED LISTED I112XIX112 CT531 1,75 1.6655 300 I112XIX314 CT532 300 1.52 1.37 11/2X1X1 C1533 300 1.65 1.50 1.80 1.65 11/2X1X1114 CT534 300 1.94 1.80 1.94 2.30 1 V2X9X1 1/2 CT535 1.67 300 1 112X1 114X1/2 54 300 1.41 1. 34 CAST IRON THREADED FITTINGS SPECIFICATION: CT45 1.66 1.58 1112X11f4X314 CT542 300 1.52 1.45 1.75 1.72 I J/-2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 11/2X1114X2 CT546 300 2.16 2.10 2'02 2.00 ASTN4 A-126 All cast iron screwed fittings meet or exceeds 1 112X1 112X1/2 CT551 300 1.41 1.41 1.66 1.76 materials conforming to ASTM A•126. 1 1/2X1 1/2X314 CTS52 300 1.52 1.52 1.75 1.87 1112X11/2X1 CT553 300 1.65 1.65 1.80 1.94 1112X11/2X1114 C7554 300 1.82 1.82 1.88 2.29 AN''SI/AS114E BI6.4 CLASS 125 Cast iron threaded fittings 1 112X1 112X2 I CT556 300 2.16 2.16 2.02 3.28 dimensions conform to ANSI''/ASTM B16.4 CLASS 125. 2X1X2 I CT636 300 2.25 2.02 2.25 3.40 2X11/02 CT546 300 2.25 2.10 2.25 2.80 2X1112X112 CT651 300 1.49 1.41 1'88 2.09 ANSI/ASNIE B1.20.1 All cast iron threaded fillings 2X1 112X314 CT652. 300 1.60 1.52 1.97 2.40 are NPT standard conforming to ANSI/ASME 131.20.1 2X1 112X1 CT653 300 1.73 1.65 2.02 2.54 2X1112XI114 CT654 300 1.90 . 1.82 2.10 2.65 2X1112X1112 CT655 300 1.49 1.41 1.88 2.24 2X11/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X112 CT661 300 1.49 1.49 1.88 2.60 2X2X314 CT662 300 1.60 1.60 1,97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 3.32 2X2X1 J14 CT664 300 1.90 1.90 2.10 2X2X1112 1 CT665 300 2.02. 2.02 2.16 3.72 CAST IRON NOMINAL ITEM MAX• DIMENSIONS WEIGHT -- A A EACH SIZE CODE WORKING 8PIECE (INCH) # P.S.I. A 1 CX033 300 1.50 1.50 1.54 B 1114 CX044 300 1.75 1.75 2.40 1 112 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 e ---- 11101 CX043 300 1.58 1:67 2.05 -1--- 11/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 4018 WESTHOLLOW PARKWAY HOUSTON,TEXAS 77082 TOLL FREE:888-861-STAR,TEL:281-558-3000,FAX:281-558-9000 • •.yninxrc•rAOprPFPR(11)11CTS.COM I I I Z!1!11;7T; gigi i 9,alts I A I i I I FUNCTION: Designed for the suspension Of non-insulated stationary pipe lines.The Fig. 14-1 & 141F knurled insert nut that allows a vertical adjustment after installation,is tapped to NFPA reduced rod size standards. Fig. 141F has a layer of felt NFPA SWIVEL which separates the pipe from the hanger to reduce vibration and sound. RINTG HANTGER. APPROVALS: Underwriters'Laboratories listed and Factory Mutual approved Fig. 141 -Y,"to 8"sizes only.Complies with Federal Spedfication A-A-1192A('Type 10),Manufacturers'Standardization Society SP-69(Type 10)and NFPA Fig. 141 PRE-GALVANIZED standards for reduced rod sizes. Fig. 141F PRE-GALVANIZED ORDERING: Specify pipe size and figure number. WITH FELT LINING ft- Rod Max.Rec.Wt, ch —A Pipe Size Ad]. E Load/lbs. (in Ibis,) Size A 13 C D 2314 31/16 300 .09 300 .10 31, 3/8 111/16 11/8 21/2 3%6 300 .10 C 1 1/8 15/8 1 21/2 33/,6 11/4 % 116/16 11/16 213/16 39/% 300 .10 1 11/2 31 3-7/, 300 .11 21/s 11/16 /8 E 2 2 7/16 11/8 35/16 4310 Soo .12 :ji/_,__-JB V/4 11/4 311/1, 5 52 .25 3 3/, 2 718 11/8 33/4 51116 525 .30 31/2 3/8 33/a 13/8 45/16 61/,6 525 .33 — 37/B 11/, 41/ 7 650 , .41 5 1/2 45/B I!i/, 5B/B 83/, 1000 .58 6 1/2 51/a 21/4 61/2 913/16 1000 .92 I 0c)o 1.16 <S> 1 8 1 1/2 1 613/16 1 121/4 Note: If ordering Fig.1411'felt lined hangers for pipe sizes o13112"or under,order the next MATERIAL: Low carbon steel largest size to allow for the thickness of the felt lining. "........... ............................................... ME f non-insulated stationary pipe lines.The FUNCTION: Designed for the suspension o installation. Fig. & "F knurled insert nut,allows for vertical adjustment after instal Fig.151F has a layer of felt which separates the pipe from the hanger to SWIVEL reduce vibration and sound. N APPROVALS: Underwriters' Laboratories listed and Factor),Mutual approved Fig.151 FRING HANGER 21/2"to 8"sizes only.complies with Federal Specification A-A-1192A Fig. 151 PRE-GALVANIZED (1�pe 10),and Manufacturers'Standardization Society SP-69(Type 10). Fig. 151E PRE-GALVANIZED ORDERING: Specify pipe size and figure number, WITH FELT LINING Rod Max.Rec.Wt. Each A e Pi Size E Loadflbs. (in lbs.) sipze A B D 21/, 1/2 23/4 3"/16 51/6 600 .32 C'I 3 1/2 31/6 4 5% 600 .35 1/2 31/8 11/2 46/,6 61/ 600 .39 31/2 1000 .43 i. 4 ry, 3 7/5 11/4 71/Be .43 5 1/8 48/e 18/8 55/8 81/2 1000 .65 10,18 1 0 1.06 1 D 6 34 51/16 2 611/16 127/a 1250 1.24 E 616/16 J 2-14 85/16 Note: ordering Fig.351F fell lined hangers for pipe sizes of A"or under,order the next Yargest size to allozvfor the thickness of felt lining. MATERIAL: Low carbon steel I TO LC0 ____ www.ltolco.com. f iRevision f cr Fig. 58 - Threaded Bide earn Bracket 0@ usUSTEp Size Range—3/8" rod, pipe sizes 1/2" thru 4" FM 11w10KP Material — Carbon Steel Function — Practical and economical bracket used to support piping from wood, concrete or steel beams. / Features — Unique design allows rod to be easily threaded into / bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2" fastener bolts. Per NFPA 13: 1/2" thru 2" pipe requires 3/8" fastener, 21/2" thru 4" pipe A requires 1/2" fastener.* Approvals — Underwriters' Laboratories Listed in the USA(UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" pipe. *Note — Additionally UL has listed the Fig. 58 with fasteners as shown in table below. Finish — Plain Note — Available in Electro-Galvanized finish. Order By — Figure number and finish C UL Listed Fastener Table 2.114 x 2 Lag Bolts (No Pre-drilling)Up Pipe Size oty. Fastener Type Material to 4 inch Pipe 2 2 416 x 2 Drive Screws Wood Per NFPA 2 1 3/8 La Bolt Wood 1 i Lag Bolt / . g Up To 4 inch Pipe 21/2 -4 1 1/2 Lag Bolt Wood 31/2 2 1/4 x 11/2 Lag Bolt Wood 2-416 x 2 4 2 1/4 x 2 Lag Bolts' Wood Drive Screws 4 2 114 x 1 tek screws 14 gauge 112 Thtu 2 inch Pipe , 4 2 1/4 x 1 tek screws 16 gauge No pre-drilling required l Dimensions • Weights Pipe Rod Max.Rec. Approx. Size Size A B C Load Lbs.* Wt./100 1/2 thru 4 3/8 23/4 11/2 11/8 300 14 2-914x1 With safety factor of 5. Tek Type Screws Into Min.166a:Steel Up To 4 inch Pipe Bolt&Hex Nut Up To 4 inch Pipe J n � m OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92B79•PH: 951.737.5599•FAX: 951.737.0330 �� CUSTOMER SERVICE•800.786.5266 fend �. www.tolco.com i EN, WO 0 D! sammys Use#14 Nut Driver(Item#100) 'r Item# Model Shk Igth Shk Dia Bog Qty We ght Case Qty s (per 00) a. 20 GSTJ50 3/4 1/4 100 4.75 1000 21 GST100 1 1/4 100 5.00 1000 22 GST200 2 1/4 100 6.50 1000 ? 23 GST300 3 1/4 100 7.50 1000 #14 24 GST600 6 1 1/4 50 9.00 500 Samem#100-black) mys 1/4",3/6"rod 1 7�loe Nut Driver(ltettl#100)vals Item# Model Shk Lgth Shk Dia Test UL Test �✓FM Actual Pullout Bog Qty Loadlh Loadlb. Pi Size 10 GST.75 3/4 114 560-6 Ply 100 NFPA 11 GST 10 1 1/4 210#-7/16 OSB 100 670#-3/4"Ply UL-FM-NFPA 12 GST20 2 1/4 940# 850# 3/4-2 1/2 1760#-Fir 100 UL-NFPA 27 GST25-380 21/2 3/8 1500# 4 2113#-Fir 50 tn•FM-MPA 13 GST30 3 1/4 1475# 1500# 3/4-4 2060#-Fir 100 NFPA 403 GST 40 4 114 2180#-Fir 50 NFPA 14 jGST60 1 6 1 1/4 1 1 2230#-Fir 50 re NutDer(Item#101) Item# Weight ShkLgth ShkDia ActualPullout BogQty Case Qty (per 100) 8 GST 2 2 114 1760#-Fir 50 7.00 500 06 GST 2.5-380 2 1/2 3/8 2113#-Fir 50 10.00 500 #14SW 15 GST 3 3 1/4 2275#-Fir 50 10.50 500 S demwinde s& 16 GST 4 4 1/4 2180#-Fir 50 10.60 500 Sammys 1/2"rod 17 GST 6 6 1/4 2230#-Fir 50 10.95 500 Not less than ( g << 2"nominal width • r• , (11@"i ` ¢y f E of{. It a r w > 15 o . N A Wood Flooring o`o Q _ L TJI Joist/Truss / Conculttruss manufacturer for 1 / recommended Installation point. l 'Pre-driUin/; may be required q Wood Joist 1 for items#27 and#06. ` Tools available on page 9. Double Sheetrock Ceiling minimum Y'imbedment into base cal use . material for NFPA 18 compliance Installnstall In center � oflowerface. 1 .. 00 0 P.O. Box 3365 South El Monte, CA 91733 626.444,0541 Fax 626.444.3887 www. Afcon.org 410 SNVAY BRACE RTTING Part#077—_ Part#078 Part#410 — SIZE- l thru 8 inch pipe. MATERIAL-Carbon Steel or S.S.(Type 304). FINISH -Plain,E.G.,and H.D.G. LISTING/APPROVAL- ©us 203A-EX 2625,203-EX 2551 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. FUNCTION-Pipe attachment component of a longitudinal or 4-way sway brace, consisting additionally of AFCON 70 series attachment end, AFCON 80 series adapter as required and brace pipe element forming a complete sway brace assembly, INSTALLATION- Per NFPA-13.Assemble 410 over pipe to be braced, install 70 series attachment end on outside of clamp ears and tighten bolts to minimum required torque of 40 ft.lbs. 078 is the preferred assembly component for use with the 410-see drawing. FEATURES *UL Horizontal Load Rating: 1-3 pipe size=500# 4-8 pipe size=2015# *Made with 1/2"bolts to conform with sway brace fittings. ORDERING-Part#,pipe size and finish. Specific AP'CONproducts are exclusively designed to be compatible ONLY uith other MiCON products including,parts and fasteners,tesutturg in a listed sway btace,restraint:or hanger ass Or embly. nBe ot manufactureddThefollowing llo sold by AFCONS.iFCON sba/NOT beCoIAMi.YPcircumstariccs 'bshCONvill NOT o vcnnl tfor any direct or indireainst the failure of its ct incidental oducts eor consequen used in nt atl damagenation s of any kind,including d�but nor system. limited to loss of business or profit,when non,Ar-CONprducls bave been,or etc used, i_k D� ,_Z"'ij P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 001/020 SWAN" BRACE FITTING - MODEL E 0 Part#o77 SIZE-Sprinkler systems pipe: 1"thru 8" Steel Schedule 7 thru 40. SIZE- Sway brace assembly pipe: Steel 1"and 1 1/4" Schedule 40. MATERIAL-Carbon Steel or S.S. (TVpe 304). FINISH-Plain,E.G.,and H.D.G. LISTIIVG/APPROVAL- � eOuc 203A-EX 2625 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. PATENT-No.3,570,794 FUNCTION- Per NFPA 13. Sway brace fitting of a lateral sway brace assembly. To form a 4-way brace on vertical piping,arrange adjacent lateral sway braces. INSTALLATION-Per NFPA 13. Place Model E over pipe to be braced. Insert Q brace pipe through MODEL"E" under channel bracket,leaving 1"minimum extension beyond. Tighten hex nuts until gage spring lays flat or torque to 65 in.-lbs. . ASSEMBLE'- Per NFPA 13. Combine with AFCON 70 series structure sway brace fitting and pipe brace element forming a complete sway brace. FEATURES *UL Horizontal Load Ratings for all sizes Sch. 10 thru 40= 2015# •UL Horizontal Load Ratings for 1" thru 4" Sch. 7=655# •UL Horizontal Load Ratings for 6" Sch. 7=1500# *Visual inspection,proper installation when gage spring lays flat. ORDERING-Part#,pipe size to be braced,brace pipe size and finish. 0 bly ,specificAFCONproducts ate exclusively designed to be compatible ONLY with other AFCONproducls includingparis and faslencru,result ng in a listed sway brace,restrainer o:hengoaan orrSysums Be advised the following wananty restriction will apply.DISCLADIER-AFCON will NOT wan-aat against dic failure of its products when used in combination with otter products,p sY not omnufnabued or sold by AFCON.AFCON shall NOT be liable under any citcurnstan=s whatsoever for ony direct or indirect,incideawl or consequential damages of any kind.Including but not limited to loss of business or profit,when orn-AFCOA'producle have been,or are used. ,;ay ,. .�v�,f.�'.uaTS;i r3Etf� P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 077 ATTA.CHATENT FITTING LOCIING SIZE- 1 and 1 1/4 inch bracing pipe. Use in combination witli 1 thru 8 inch AFCON sway brace assemblies. MATERIAL-Carbon Steel,Ductile Iron or S.S.(Type 304). FINISH-Plain,E,G.and H.D.G. LISTING/APPROVAL- a©�203A-EX2625 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. FUNCTION-Stricture attachment fitting of a sway brace assembly,consisting additionally of AFCON 001 thru 040 sway brace fitting and brace element fornvng a complete sway brace assembly. INSTALLATION- Per NFPA-l3 .Listed for use with NFPA fastener tables. For installation on H-beam or steel web joist see AFCON 085 thru 088 sway brace adapters. ASSEMBLY- Insert brace pipe into fitting against the pivot bolt. Tighten set bolt until head contacts bracket. FEATURES *UL Horizontal Load Rating:2015#,All Sizes *Swivel design allows attachment at any. angle. *Visual inspection,proper installation when set bolt head contacts bracket. * 17/32"Fastener hole, larger hole available.-Consult factory. ORDERING-Part#,pipe size and finish. Specific AFCON products arc eaelusivcly designed to be compatible ONLY with othcrAFCON products including parts and fasteners,resulting in a Usled sway brace,restrain procluctss,Ws or er or hanger assembly not manufa ti ed or sold by AFCON.AFCON shalllNOT bcCliab a undo any e,CON�I UOTha�oever forn5i the failure of its produc(swhen any direct or indirect,incidental orrconsequential aed in ton with mages of any kind,including but note Umired 10 Inns of buviness or profit,when non-AFCON products have beeo,or arc used, Si SPARE SPR[N_ KLER HEAU STORAGE :-C-A.B IN E T Description Installation Specs Fire Protection Products,Inc. Select the correct Spare Sprin- Material: Spare Sprinkler Head Cabinets kler Head Cabinet in accor- are designed to allow for spare dance with the Automatic Painted plain steel sprinkler head storage as Sprinkler Systems Handbook.As required by NFPA guidlines. The per the 1989 Edition the correct Finish: Spare Sprinkler Head Cabinets number of spare sprinkler is as are available in four configura- follows: Red enamel tions. Three head, six head, six head ESFR and twelve head. All "0.300 sprinklers,not less than 6 Styles: four styles are manufactured 300-1000,not less than 12 with"knockouts"to accomodate 1000 or more,not less than 24. 3 Spare sprinkler, 1/2 or 3/4 the most common size sprin- 6 Spare sprinklers, 1/2 or 314 klers.The shelf is located to Stock of spare sprinklers shall 6 Spare, ESFR, 112 , 3/4 or 1" allow for the storage of a include all types and ratings 12 Spare sprinklers 112 or 3/4 typical sprinkler head wrench. installed."* Each cabinet is finished with a red enamel finish. Each spare Once the correct Spare Sprin- head cabinet comes with a kler Head Cabinet has been hinged door the remains closed selected,Installation is accom- to protect the spare sprinklers plished by inserting the correct from the elements and features fastener in each of the two two holes on the back panel to holes inside the cabinet , allow for attachment to most securing the cabinet securely to surfaces utilizing the approriate the wall. The insert the correct fasteners. number and type of sprinklers in accordance with the "hand- book". *final determination is subject to For questions: approval by the Authority 1 800 344-1822 Having Jurisdiction(AHJ). 1 800 344-3775 fax http://Www.fppi.com sales@fppi.com 02000-2004 Fire Protection Products, Inc. 'la'dd i0 Uai55[IlilFt�u61_ IW 1 i 'pasn Gq o;Iou s[Eutr1up71 11C 1MUC III eq)m pow j .1 •OOQ fry.I. Atli 510•' II1�UOl,7L•OIO1a SI;:t1 ji0pl/dom PUB j y f{ 1?[IU9P�t00 EI IU2wti0G,7 S[✓;I)Vi PBUfB}J00 UOltetlL'9Ji19 ayi, �s � � M= �ii fJ213Voa1d idd S5 ` 4 F S t ; � { + �+ �..r.ft. I f= �.• c � IT i I x t \ [ � tl f 1 �• L' �c� t � j ff i I t If• � �..j. _ � -IVY lkG4 w' — I t 1 i_ i I .f •� i 5� L•, b K � �-_mom.., _`��^wn.�..r_wwrrwwrn n r t �� Yt I a,s.'�`t•xti}r Steel Hinged � s . 4 �3 . .; yr£ u,:;� ,.,•- Wall Plates wl s n s ;Y p i 01. Description installation specs Fire Protection Products' Installation of the wall plate Type: plated steel hinged wall occurs after installation of Steel hinged w/ plate has been designed to piping materials and appro- springs offer aesthetically pleasing priate fire stop materials (if concealment of pipe pen- required) has occured. Sizes: etrations through walls. Simply open the wall plate, 1/2" thru 10" iPS Utilizing a two piece con- install around piping and struction allows for easy close, making sure to secure Material installation and closure the two halves with the .046" colded rolled around pipe diameters from clasp. The wall plate will steel 1/2" IPS to 10" IPS. Center- "automatically" center itself ing springs are used for on the pipe. No tools are Standard finish: "automatic" alignment and a required for proper installa- Chrome secure installation on the tion. pipe. A simple clasp allows for the wall plate to stay in place. Available in chrome finish. Caution: May not provide proper sealing to provide fire wall or smoke penetra- tion ratings. An approved fire stop material should a be used for this purpose. For questions: 1 800 344-1822 or fax 1 800 344-3775 http://www.fppi.cOm © 1997-1999 Fire Protection Products, Inc. ZS I ' Idenfificaflon r Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each sign is Specifications shipped with a clear protective plastic coating which can be re- moved at time of installation. Each sign type meets or exceeds Material: NFPA13 requirements. All signs (except 711 round) are drilled in o20" aluminum with four corners to allow for easy installation. All signs (except 7 removable plastic round) may be installed with sign chain or with any fastener that coating is suitable for the material that the sign is being attached. The Sizes: 7" round bell signs are center drilled to allow for installation di- 6" x 2" rectly to the bell gong assembly. Type "A" 9" x 7" Control valve 4"x 6" signs are drilled with the same four hole pattern as Type "B" 6" 5"x 7" x 2" signs to allow for attachment of Type "B" to Type "A". 9"x 7„ 1'2"x 10" 8.5"x 11" Installation Installation of aluminum signs through the top holes on the fee current catalog for a full listing of all available signs. is accomplished by several signs and hung on the ap- methods. The most common propriate valve or piping. The installation procedure is to signs may also be fastened to use #16 Single Jack chain a flat surface with fasteners to hang the sign on the area appropriate to the base mate- being identified. Since all of rial. (The 9" x 7" Fire Alarm the above mentioned signs Bell sign must be drilled if it is are predrilled at all four cor- to be attached directly to the ners, the last link of the chain bell gong.) can be opened and hooked Fire Protection Products, Inc ©1996-2009 Fire Protection Products,Inc(FPPI) IF"t I.P.a For g questiarrowons: Dr.,Suite 4 Carlsbad,00 344- 77 541 For uestions: 1 B00 344-1822• 1 800 344-3775 fax•www.fppi.com Sprinkler [dentitication Signs FPPI's Sprinkler Identification Signs are manufactured of aluminum, painted white then printed with"fade resistant'red Ink. Each sign Is drilled for easy installation and is plastic coated to prevent scratching of finish during shipment and final installation.Designed in accordance with NFPA requirements. ". ire-.' .yt . • Description • City. 02-002-00 Blank Sign w/border 6"x 2" 1000 02-006-00 AirControl,6"x 2" 1000 FIRE SPRINKLER 02-010-00 Air Line,6"x 2" 1000 f INSIDE 02-014-DO Alarm Line,8"x 2" 1000 ER 02-018-00 Alarm Test,6"x 2" 1000 ` 02-022-00` Anti-Freeze,System 6"x 2" 1000 1000 02-023-00 Anti-Freeze System 5"x 7" 02-034.00 Auto Sprinkler Shut=Off 12"x 9 D" - 1000 02-026-00 Auxiliary Drain, 6"x 2" 1000 02-03440 Control.Valve.,6"x 2" 1000 FAUTOIMATIC SPRINKLER 02-036-00 Control Valve,4"x 6" 1000 02=037-00 Contro[Vbive, 5'x T' 100 SHUT-OFF VALVE 02-038-00 Control Valve, 9"x 7" 500 i.02-042-00 Drain,W x Z' 1000 LOCATED FT1 02-046-00 Drain Valve,6"x 2" 1000 02-050-00 Dry.Standpipe 6"x 2" 1000 OPPOSITE THIS SIGN 02-051-00 Fire Dept. Connection 6"x 2" 1000 02-053-00 Excess Pressure Pump,6"x 2" 1000 02-054-00 Entire System,6"x 2" 1000 02-055-00 Fire Alarm Bell,8"x 7" 50D 02-056-00 Fire Alarm Bell,7"Round 500 -02-057-00 911 fire.Alarm Belt,7"Round 500 02-058-00 F.S.Valve Do Not Close,6"x 2" 1000 SPRINKLERS 02-060-00 Fire Sprankler.Riser inside,6"x 2" 1000 02-062-00 From City Main,6"x 2" 1000 02-066-0D In This Bullding;6",x 2" 1000 THROUGHOUT 02-070-00 In This Section,6"x 2" 1000 02-074.00 Ins 'tore'Te&l,6"'x 2" 1000 L �� O 02-077-00 Hydraulic System,5"x 7" 1000 B 02-081-00 Hydraulic System,8-1/2"x 11" .1000 02-082-00 Main Control,6"x 2" 1000 02-086-00 Main Dr®in,6"x 1000 02-091-00 Multi-use System,Warning,5"x 7" 1000 02-092=00 Normally Closed,-6"�x 2" 1000 02-096-00 Normally Open,6"x 2" 1000 02-098,00. Open 8prihkler,:6'x 2" 1000 Fire Protection Products, Inc R 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©1996-2009 Fire Protection Products,Inc(FPPI) —,.P..—I, For questions: 1 800 344-1822• 1 800 344-3775 fax•www.fppi.com I PRODUCT DATA SHEET S lllllil SERIES LCI INTUMESCENT SEALANT APPLICATIONS PRODUCT DESCRIPTION SpecSealO LCI Sealant has a broad application Specseale LCI Sealant is a versatile and economical intumescent product intended for firestopping a base designed to seal a wide variety of common wide array of applications in small commorciai or grouped residential construction and other structures penetrations in fight commercial and grouped with similar applications.SpecSeaW LCI Sealant is available In a single grade that has excellent cwA- residential construction. Penetrant types include ing properties as well as high build properties on vertical or overhead surfaces.This single grade may be insulated and norr-insutated metallic pipes and caldked(standard cartridge or bulk loaded),krofed or troweled.in addition,SpeoSeaM LCI Sealant does tubes,non-metagic pipes and tubes,and common not contain PCITs or asbestos. eleadcal service and powerdisttiMon,Ielephone, Spec.Seal®LCI Sealant Is storage stable(when stored according to the manufacturer's recommenda- data,and TV cabling.This product is also used in tons),and will not separate or shrink when dried.SpecSeat®Series LCI Sealant will adhere to all com- conjunction with other SpecSeaIG Products such mon construction and penetrant materials and contains no solvents that might adversely effect plastic as SpecSeal6 F irestop Collars and Wrap Ships to pipes or cable jackets. protect larger plastic pipes. See Table A for a summary application list. 'Economical:High performance without the high pricel •Highly Intumescent:Expands up to 8 times. •Excellent Smoke Seal _ Water Resistant:Wig not re-emulsify when dry. _f� •Water-Based for easy installation,cleanup,and disposal. •Acoustically Tested:Reduces noise transmission '' •Sate Low VOC's,No Solvents,Non-Halogenated r� •Paintable PERFORMANCE SpecSeal®LCI Sealant is the basis for systems that meet the exacting criteria of ASTM E814(UL1479) and ASTM E1966(UL2079)as well as to the time-temperature requirements of ASTM El 19(UL263),LCI provides up to a 2-hour fire rating for typical service penetrations through concrete or wood floors,concrete or masonry walls,as well as gypsum board walls(3-hour for metallic pipe,conduit and tubing).SpecSeal® LCI Sealant insets Class A finish requirements for Flame Spread and Smoke Development when tested in accordance with ASTM E84(1-11-723).SpecSeal®LCI Sealant is also acoustically tested,demonstrating excellent sound attenuation properties. PHYSICAL PROPERTIES SYSTEM COMPATIBLE FILL,VOID OR CAVITY MATERIALS FOR USE IN JOINT J91 ;0 y a o U SYSTEMS.SYSTEMS A,UL DIRECT OR GORY F P TION FI CERTIFIED FM Color Red C US FOR CANADA AND UL FIRE RESISTANCE DIRECTORY, APPNW® Odor Mild Latex Density 9.0 lb/gal(1.08IW pH 9.0 SPECIFICATIONS In Service Temperature s 13DDF(54"C) The firestopping se slant shall be a water-resists nt,intumescent latex sealant.The sealant when exposed Flame Spread 0' to high heat or flame shall exhibit a free expansion of up to Slimes its original volume.The firestopping Smoke Developed 5' sealant shall contain no water soluble nor hygroscopic Ingredients and shall be acoustically tested.The sealant shall be UL Classified and/or FM approved and tested to the requirementsof ASTM E814(UL1479) STC Rating 62 and shall meet Class A finish requirements when tested In accordance with ASTM E84(UL723), (ASTM Ee01ASTM 0919) VOC Content 029bslgsl(3509a (EPA Method 241ASTM D3950) Shelf Life 2 yrs SPECIFIED DIVISIONS Volume Expansion 1OX Free Expardon .DIV. 7 07840 Through-Penetration Rrestopping DIV. 13 13900 Special Construction Fire Suppression&Supervisory Systems Storage Temp. s13D°F(54°C) DIV. 15 15250 Mechanical Insulation—Fire Protection •r�rsarsliJf:t�thlLTZi)en4ffisulammaraOeQ�rodradlestlor DIV. 16 1605D Basic Electrical Materials&Methods T Technical Service 1-800.9g2-1180 Sfl Produd Data Sheet• Series LO Intumescent Sealant• F065062 06/2007 STIR I wwwstlflrestop.com Fig 1:METALLIC PIPES-ConcreteftsonryFloas&Wds Fig 2:INSULATED IIETAWC PIPES-ConcreteAksaiy Film&Walls stew ' Sleeve u*talllc LCI Mineral LCI PIP* Metallic LCI Sealant LCI sealant i Pipe Sealant Wool (Both Wdea btnl8�•� Gona•t• p Sleol Concret* I bluv Floor 1II Sleeve Floor Mineral _ Mineral ° 1 Wow 1- Insulated Condala Wall Insulaled C W.11 r PIP* Matollic Wen Assembly PiPa UL System No.C-AJ-1353 UL System No.W-J-1098 UL System No.C-AJ-5138 FRau,g:3F4•TRa&V:0Hr FRalirg:2Hr•TRat:iK,39&IIt FR&V:2Hr TRa6ng:39a1Ftr Steel or Yon Ppe:<12••,Cappa Ppe:<4" Sled or Am Pipe<••,Capper Ppe:A" Stew or Ikraatt Pipe:B,Cappar Pipe:4• kintil x 0"10 2" Ana11z ar b 2" Pipe cmm4!:Mar.7 d1a glass or rninaai wod pipe hui:ifm Sealant DepthIM" Sealant Depth:56r Ing.N tr4'p nli •lmd( tde i mhg Material:Nam 4 pdniine lwod(21W Depth) FortnYlg:Nom.4 pd milaal wool(3 d�th) SEALANT REQUIREMENTS IN CUBIC INCHES PER 1A INCH OF INSTALLED DEPTH' Pipe Size Dlemeter of Opening(in.) 1.5 2.0 3.0 4.0 6.0 &0 7.0 LO 10 12 14 26 TnM Pip• tb• oA b3' utermtswattio? i" 1.315 0.1 0.4 1.4 2.8 4.6 6.7 9.3 12.2 19.3 27.9 38.1 132.4 tr Mdq*bV2 LS• 1.900 1.1 2.4 4.2 6.4 8.9 11.9 18.9 2Z6 37.8 132.0 W Molpljby26 2" L375 0,7 2.0 3.8 6.0 8.6 11.5 18.5 27.2 37.4 131.8 tpijly 1- Md4 25- 2.e75 0.1 1.5 3.3 SA 8.0 10.9 18.0 26.7 36.9 131.1 1.1M MdWb/5 3- 3.500 0.7 2.5 4.7 7.2 10.2 17.2 25.9 36.1 130.3 3S 4.000 1.8 3.9 6.6 9.4 18.5 25.1 35.3 129.6 4' 4,500 0.8 3.0 5.6 8.5 15.6 24.2 34.4 128.7 61 6,625 1.1 4.0 11.1 19.7 29.9 124.2 8- 9.625 4.9 13.6 23.8 118.0 10" 10.750 5.6 15.8 110.0 17• 12.760 6.6 100.8 24' 24.000 19.6 IMPORTANTNMM7He1ekisfaredine onpurposeso14y.CmattULFenRm*tameDieaayaSnFtodurt&Apoce6mGddeforapKMcketddmrequYttnwbwWb-mutlare Mroic Es6maon Ted*anted•upon reqmKt Fig,3:ELECTRICAL,DATA OR COMMUNICATIONS-Gypsum Wells TABLE A APPUCAMM TESTED AND CLASSIFIED FOR FIRE RESISTANCE • Metallic Pipes including steel,iron,or copper Cable LCI Sealant LCI Sealant pipe and tubing. Bundle (Both Sides) Non-Metallic (Both Sid") Nonmetallic Pipes,COndull;&Tubhlg Conduit including PVC,CPVC,ABS,and PEX. EWWcal&Electronic Cabling including service entrance,power distribution,computer, telephone,and television. Gypsum Gypcum Metal Duc Wodc��g HVAC,bath and Wallboard Wallboard dryer Vents. Assembly Assembly Insulated Pipes including heating,cooling, UL System No.W-L-3169 UL System No.W-L-2241 and condensation applications. F Ming:1,2 Hr•T Rating:V and 34 F Ra0ng:1,2 Hr-T Robng:0,'/+,1,1-N4 Complete Wood Fim tirestopping pacMgc Up ID 4-1/2-cable bundle Q-Rigid PVC or ENMT,CPVC,ABS for electrical, mbllg,HVAC,telephone,and Annulus:0"to14-•Sealant 518- Annuhls:0-1 •SealantW- PU television. 2 STI Product data Sheet•Series LQ Intumescent Sealant•FOD-5062 06/2007 Technical Service 1-800-992-1180 96, www.sftostop.com STI• 1 INSTALLATION INSTRUCTIONS GENERAL:Areas to be protected must be clean and free of oil,loose dirt,rust or scale,Installation temperatures must be between 350F(21C)and 100•F (3VC).Allow product to dry a minimum of 24 hours before exposure to moisture. SYSTEM SELECTION:Selection of an appropriate firestop system design is critical to the fire protection process.Space limitations preclude highly detailed information pertaining to individual application systems.Please consul)the Product&Application Guide as well as the UL®Fire Resistance Directory for additional Information. FORMING:Some installations may require forming as either an integral part of the system or as an option to faafilale installation.In systems where forming Is required,mineral wool bads with a minimum nominal density of 4 PCF(64 kglm')are generally required.Cut forming material oversize to allow for tight packing,Position forming material to allow for the proper depth of fill material. FILL MATERIAL:SpecSeai®LCI Sealant may be installed by caulking using a standard caulking gun or from bulk containers using a bulk loading hulk gun,or by manually troweling using a mason's trowel or putty knife.If the sealant tends to pull back from a surface,clean the surface with a damp rag or sponge and reapply.Work sealant into all areas exercising care to eliminate voids or seams,The surface of the sealant can be smoothed using a putty knife dipped in water.Adding water to the sealant itself is not recommended.Sealant(when dry)may be painted using most non-solvent based paints. 4:BARE&INSULATED METALLIC PIPES-Wood Floor Ametrides In gypsum wallboard penetrations,apply a minimum Flg cove bead of 1k"(6 mm)at llle interface of the penetrant with both exterior wall surfaces, Insulated Matauic i Metallic Pipe SMOKE SEALING:In some applications including Pipe seLalCent LCI firestop collars, SpecSeai® LCI Sealant is Sealant recommended as a smoke seal.It is suggested in these applications that the sealant be applied to both sides of walls.In floor applications,a sealing bead is suggested top and bottom. LIMITATIONS:SpecSeai®LCI Sealant is water- based and cures through the evaporation of water. Low temperatures as well as high humidity may retard drying.Nonporous or impermeable backing materials,plates,or coatings may retard the drying process.Do not paint or seal in any way that pre- Wood Floor �cl LCI vents contact with airuntil sealant has driedthrough Aefe11,bly sealant sealant Wpu ply completely. This product has been designed to be UL System No.F-C4074 ULSystem No.F-C-5043 safe with plastics and hasbeenusedexlenslvelyand F Rating:)&2 Hr-T Rating:1/,Y4 and 1 Hr F Rating:i e,2 Hr-T Rating:Y4 and 1 Hr successfully with avariety otdifferenitypes of plastic Steel,Iron or Copper:4-•Chase wall optional. Steel,Iron or Copper:4" pipes,tubes,and plastic cable Insulations.Variations Annulus:o"to 1'•Sealant:5/8-bottom,Wtop Pipe covering:1-Fiber Glass,Mineral fiber in these materials however,make it impossible to or AB/PVC•Chase wall optional. guarantee compatibility. STI shingly recommends Annulus:0'to 1-•Sealant:5/8-bottom,°/+"top. that the user consult with the manufacturer of the pipe,tubing,or cable in question regarding any known sensitivities or potential restrictions before applying this product, Flg.5:BARE&INSULATED METALLIC PIPES-Gypsum Wags Metallic Bo Sealant Insulated LCr Sealant Pipe (��Sides) Metallic (aoth Sidos) Pipe / LCI Sealant (BoUr Sides) pa' AC Lin rn p G ppsum Wallboard Set Wallboard wallboard Assombty Assembly Assembly -,? - UL System No.W-L4222 UL System Nos.W-L-5121,W-L-5122 UL System No.W-L-8025 F Rating:i,2 Hr-T Rating:1/4,4.,1 Hr F Rating:1.2 Hr•T Rating:)Ht&1/4 Hr F Rating:),2 Hr•T Rating:'h Hr Steel or Iron pipe:8-,Copper pipe:4- Steel or Iron pipe:6".Copper pipe:4- AC Line Set:Two copper tubes, Annulus:0-to 2-•Sealant:5/8- Pipe covering:Max.2-fiber glass, one with-Y4'AB/PVC and thermostat wire WAD/PVC or 2-mineral fiber Annulus:0-to 1'•Sealant 5/8- Annulus:0-to 1-1/2-•Sealant-5/8' Technical Service 1-8004921180 STI Prodi d Data Sheet•Series La Intumescent Sealant• FOD-5062 06/20U 3 STI. wwwAffrestop.com MAINTENANCE No maintenance is normally required,however a periodic inspection of rated barriers is recommended to make sure that any new openings,modifications of previously Installed ftreslops,or areas exhibiting physical damage,have been property sealed or repaired.Subsequent sealing or repairs should be accomplished using SpecSeaI9 products per the original approved design. RETROFIT:When adding or removing penetrants,care should be taken to minimize damage to the seal.Reseal using SpecSeal®products per the approved design.NOTE:New penetrants of a different nature than the original design may require a totally new firestop design or extensive modifications to the existing design.Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE Specified Technologies Inc.provides toll free technical support to assist in product selection and appropriate installation design.UL Systems,Material Safely Data Sheets and other technical information is available through the Technical Library at is yay, tirirectwn rnm. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional Information on the safe handling and disposal of this material. AVAILABILITY SpecSealS Series LCI'Sealant is available from authorized STI distributors. Consult factory or website for the names and locations of the nearest sales representatives or distributors. ORDERING INFORMATION — CAT.N0, DESCRIPTION LC1300 Sealant 10.1 oz Tube 18.2 Cu In(300 ml) o I_J LCI305 Sealant 5 Gal Pail 1,155 Cu In(19.0 Liters) 0 L01320 Sealant 20 oz Sausage 36 Cu in.(592 ml) LCI329 Sealant 29 oz Quart Tube 52 Cu in.(858 ml) Adip'dvtarSpocSea/HoatEds_ Sam SIBS Seslant Fireslop Mortar The industry's most versatile sealant provides the 1!reslopp!ng solutions for a wide range of Lightweight,versatile and economical!The best choice for large or complex Installations. combustible and noncombustible applicallons.Walor•based iniumosconl sealant expands up SSP Flrestop Putty to 8x1 Available both In bar form and In pads,putty provides easy retrofit for through-penebattons and Ydtarescent Wrap Strips economical protection for electrical boxes. Three grades of Inlumoscent wrap sin s provide an unmatched combination of flexibgily, economy,and expansion(up to- f.Systems for pfasllc p!pos including FR Polypropylene up Pensll®Silicones to 9'trade steel Sealants and loam for through-penelrations and construction)olnls.Unexcelled aging charac- SSC&LOCflestop Cobra tedsdes and 0exib8Ay. Easy to install,economical protection for ABS and PVC pipes(both solid and toam core)as Elastomeric Joint Seals well as CPVC,PVDF,and FRPP.LCC Collars are available up to 4"and SSG Gollars are avalF New economical products for sealing construction jotnls.Choose caulk or spray applied able up to 6'trade size, products tested to 1.11.2079. CITY OF NEW YORK MEA 211-01-M IMPORTANT NOTICE: All statements,technical information,and recommendations contained herein are based upon testing believed to be reliable,but the accuracy and completeness thereof is not guaranteed. WARRANTY Specified Technologies Inc.manufactures its goods in a manner to be free of defects. Should any defect occur in its goods(within one year),Spt:cified Technologies Inc.,upon prompt notification,vol at its option,exchange or repair the goods or refund the purchase price. LIMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED(INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE)AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC.BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES.PRIOR TO USE,THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE,AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE, No statement or recommendation not contained Herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA—COPYRIGHT©2008 SPECIFIED TECHNOLOGIES,INC. S77 Specified Technologies Inc. 200 Evans Way-Somerville,NJ 08876 1 Toll Free: B00-992-1180-F:908.626.9623 4 Technical Service 1-BM92-1180 —i STI Product Data Sheet •Series L(I Inlumestetrt Sealant•FOD 5062 06/2007 yww,stiflrestop.00m STI, ADVANCED FIRE PROTECTION, INC. P.O. BOX 1543 WOODINVILLE,WA 98072 HYDRAULIC CALCULATIONS FOR ARLINGTON FIRE STATION 137 MACLEOD AVE ARLINGTON, WA DRAWING NUMBER: 2 DATE: JAN 27, 2011 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: 2ND FLOOR ATTIC OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: . 1 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft . COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: VK300 NUMBER OF SPRINKLERS CALCULATED: 16 *IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 415 . 3 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 315 .3 gpm @ 62 . 2 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: CITY Test Date : Test By: CITY OF ARLINGTON Location: 200 BLOCK OF MACLEOD AVE. Static: 94 psi Residual : 92 psi Flow: 792 psi Source Elevation Relative to Finished Flow Level : 0 INSTALLING CONTRACTOR Name: ADVANCED FIRE PROTECTION Address : PO BOX 1543 WOODINVILLE, WA 98072 Phone : (425) 483-5657 Certification number: ADVANFP19 , NAME OF DESIGNER: MARTHA GRAZIER/BILL MCKAY AUTHORITY HAVING JURISDICTION: CITY OF ARLINGTON Owl NOTES: Calculations performed by HASS under license # 49040769 , granted by HRS SYSTEMS, INC. Petersburg, TN 37144 USA. (Notes continue after pipe calculations results . ) Items listed in bold print are automatically transfered from the calculation report ,.� �: � -_ � � ■ '� � . �� I �� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 .SDF JOB TITLE: Arlington Fire Station #46 "--\WATER SUPPLY DATA ) SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 94 . 0 92 . 0 792 . 0 93 . 4 415 . 3 61 . 3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 415 . 3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 315 . 3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 123 . 0 SOURCE 61. 3 315 . 3 BOR 119 . 0 - - - - 62 . 2 - - - DCI 120 . 0 - - - - 61. 4 - - - DCO 120 . 0 - - 57 . 9 - - - �BOW 120 . 0 = = 57 . 9 _ _ - OW 129 . 0 52 . 8 W1 129 . 0 - - -- - 49 .4 - - - W2 129 . 0 - - - - 44 . 0 - - - W3 140 . 5 - - - - 26 . 8 - - W4 140 . 5 - - - - 20 . 2 - - - W5 140 . 5 - - - 19 . 3 - - - W6 140 . 5 - - - - 19 . 2 - - - U1 140 . 5 - - - - 9 . 7 - - - U2 140 . 5 - - - - 10 . 6 - - - U3 ' 140 . 5 - - - 13 . 5 - - - U4 140 . 5 - - - - 16 . 0 - - - U5 140 . 5 - - - - 18 . 6 - - - U6 140 . 5 - - - - 10 . 5 - - - U7 140 . 5 - - - - 11 . 4 - - - U8 140 . 5 - - - - 14 . 3 - - - U9 140 . 5 - - - - 16 . 8 - - U10 140 . 5 - - - 22 . 0 - - - U11 140 . 5 - - - - 8 . 1 - - - U12 140 . 5 - - - - 8 . 2 - - - U13 140 . 5 - - - - 10 . 2 - - - U14 140 . 5 - - - - 11. 5 - - - U15 140 . 5 - - - 15 . 0 - - - U16 140 . 5 - - - - 18 . 5 - - - U1A 140 . 8 K= 5 . 60 9 . 6 17 .4 U2A 141. 5 K= 5 . 60 10 . 1 17 . 8 U3A 141. 5 K= 5 . 60 12 . 9 20 . 1 U4A 141. 5 K= 5 . 60 15 .4 22 . 0 U5A 141. 5 K= 5 . 60 18 . 0 23 . 8 U6A 141. 5 K= 5 . 60 9 . 7 17 . 4 4' I I � 'I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 .SDF JOB TITLE: Arlington Fire Station #46 ODE ANALYSIS DATA ODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U7A 141. 5 K= 5. 60 10 . 3 17 . 9 U8A 141 . 5 K= 5 . 60 13 . 0 20 . 2 U9A 141. 5 K= 5 . 60 15 . 3 21 . 9 U10A 141. 5 K= 5. 60 20 .2 25 . 2 U11A 141. 5 K= 5. 60 7 . 6 15 .4 U12A 141. 5 K= 5 . 60 7 . 0 14 . 8 U13A 141. 5 K= 5. 60 9 . 7 17 . 4 U14A 140 . 8 K= 5 . 60 11.4 18 . 9 U15A 141. 5 K= 5 . 60 14 .4 21 . 3 U16A 141. 5 K= 5 . 60 17 . 9 23 . 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 . SDF JOB TITLE: Arlington Fire Station #46 -1IPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 315 . 3 6 . 280 PL 180 . 00 PF 0 . 9 SRC 123 . 0 SRCE 61 . 3 (N/A) 3 . 3 140 FTG 5ETG PE 1. 7 BOR 119 . 0 0 . 0 62 . 2 0 . 0 0 . 003 TL 342 . 00 PV Pipe: 2 315 . 2 4 . 220 PL 1. 00 PF 0 . 3 BOR 119 . 0 0 . 0 62 . 2 0 . 0 7 . 2 140 FTG E PE -0 .4 DCI 120 . 0 0 . 0 61 .4 0 . 0 0. 018 TL 18 . 00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DCI 120 . 0 0 . 0 61 . 4 0 . 0 3 . 5 psi, 315 .2 gpm DCO 120 . 0 0 . 0 57 . 9 0 . 0 Pipe: 4 315 . 2 4 .260 PL 1. 50 PF 0 . 0 DCO 120 . 0 0 . 0 57 . 9 0 . 0 7 . 1 120 FTG -- - - PE 0 . 0 BOW 120 . 0 0 . 0 57 . 9 0 . 0 0 . 023 TL 1. 50 PV Pipe: 5 315 . 2 4 .260 PL 9 . 00 PF 1 . 2 BOW 120 . 0 0 . 0 57 . 9 0 . 0 7 . 1 120 FTG TB PE -3 . 9 TOW 129 . 0 0 . 0 52 . 8 0 . 0 0 . 023 TL 51. 00 PV ll Pipe: 6 315. 2 2 . 635 PL 6 . 00 PF 3 .4 I OW 129 . 0 0 . 0 52 . 8 0 . 0 18 . 5 120 FTG E PE 0 . 0 W1 129 . 0 0 . 0 49 . 4 0 . 0 0 . 241 TL 14 . 00 PV Pipe: 7 315 .2 2 . 635 PL 5 . 50 PF 5 .4 W1 129 . 0 0 . 0 49 .4 0 . 0 18 . 5 120 FTG T PE 0 . 0 W2 129 . 0 0 . 0 44 . 0 0 . 0 0 . 241 TL 22 . 50 PV Pipe: 8 315 . 2 2 . 635 PL 17 . 50 PF 12 . 2 W2 129 . 0 0 . 0 44 . 0 0 . 0 18 . 5 120 FTG 2ET PE -5 . 0 W3 140 . 5 0 . 0 26 . 8 0 . 0 0 . 241 TL 50 . 50 PV Pipe: 9 315. 2 2 . 635 PL 3 . 00 PF 4 . 8 W3 140 . 5 0 . 0 26 . 8 0 . 0 18 . 5 120 FTG T PE 0 . 0 U10 140 . 5 0 . 0 22 . 0 0 . 0 0 .241 TL 20 . 00 PV Pipe: 10 290 . 0 2 . 635 PL 9 . 00 PF 1 . 9 U10 140 . 5 0 . 0 22 . 0 0 . 0 17 . 1 120 FTG -- - - PE 0 . 0 W4 140 . 5 0 . 0 20 . 2 0 . 0 0 .207 TL 9 . 00 PV Pipe: 11 101 . 0 2 . 635 PL 12 . 00 PF 0 . 9 W4 140 . 5 0 . 0 20 . 2 0 . 0 5 . 9 120 FTG T PE 0 . 0 W5 140 . 5 0 . 0 19 .3 0 . 0 0 . 029 TL 29 . 00 PV Pipe: 12 111. 5 2 . 635 PL 10 . 00 PF 1 . 0 W4 140 . 5 0 . 0 20 . 2 0 . 0 6 . 6 120 FTG T PE 0 . 0 W6 140 . 5 0 . 0 19 . 2 0 . 0 0 . 035 TL 27 . 00 PV J �y Y, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 .SDF JOB TITLE: Arlington Fire Station #46 PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 23 . 8 1. 380 PL 9 . 00 PF 0 . 7 W5 140 . 5 0 . 0 19 . 3 0 . 0 5. 1 120 FTG T PE 0 . 0 U5 140 . 5 0 . 0 18 . 6 0 . 0 0 . 047 TL 15 . 00 PV Pipe: 14 77 . 3 1 . 380 PL 2 . 00 PF 3 .3 W5 140 . 5 0 . 0 19 . 3 0 . 0 16 . 6 120 FTG T PE 0 . 0 U4 140 . 5 0 . 0 16 . 0 0 . 0 0 . 417 TL 8 . 00 PV Pipe : 15 55. 3 1. 380 PL 11 . 00 PF 2 . 5 U4 140 . 5 0 . 0 16 . 0 0 . 0 11. 9 120 FTG - - - - PE 0 . 0 U3 140 . 5 0 . 0 13 . 5 0 . 0 0 . 225 TL 11. 00 PV Pipe : 16 35 . 2 1. 049 PL 7 . 75 PF 2 . 9 U3 140 . 5 0 . 0 13 . 5 0 . 0 13 . 1 120 FTG - - - PE 0 . 0 U2 140 . 5 0 . 0 10 . 6 0 . 0 0 . 370 TL 7 . 75 PV Pipe: 17 17 . 4 1. 049 PL 9 . 00 PF 0 . 9 U2 140 . 5 0 . 0 10 . 6 0. 0 6 . 4 120 FTG - - - - PE 0 . 0 U1 140 . 5 0 . 0 9 . 7 0 . 0 0 . 100 TL 9 . 00 PV Pipe: 18 77 . 5 1 . 380 PL 2 . 00 PF 3 .4 W4 140 . 5 0 . 0 20 . 2 0 . 0 16 . 6 120 FTG T PE 0 . 0 `oU9 140 . 5 0 . 0 16 . 8 0 . 0 0 .419 TL 8 . 00 PV Pipe : 19 55 . 6 1. 380 PL 11 . 00 PF 2 . 5 U9 140 . 5 0. 0 16 . 8 0. 0 11. 9 120 FTG - - .. - PE 0 . 0 U8 140 . 5 0. 0 14 . 3 0. 0 0 . 227 TL 11 . 00 PV Pipe: 20 35 . 4 1. 049 PL 7 . 75 PF 2 . 9 U8 140 . 5 0 . 0 14 . 3 0 . 0 13 . 1 120 FTG - - - - PE 0 . 0 U7 140 . 5 0 . 0 11 . 4 0 . 0 0 . 374 TL 7 . 75 PV Pipe: 21 17 . 4 1. 049 PL 9 . 00 PF 0 . 9 U7 140 . 5 0. 0 11. 4 0 . 0 6 . 5 120 FTG - - - - PE 0 . 0 U6 140 . 5 0. 0 10 . 5 0 . 0 0 . 101 TL 9 . 00 PV Pipe: 22 23 . 7 1.380 PL 9 . 00 PF 0 . 7 W6 140. 5 0. 0 19 . 2 0 . 0 5 . 1 120 FTG T PE 0 . 0 U16 140 . 5 0 . 0 18 . 5 0 . 0 0 . 047 TL 15 . 00 PV Pipe: 23 87 . 8 1. 380 PL 2 . 00 PF 4 . 2 W6 140 . 5 0. 0 19 . 2 0 . 0 18 . 8 120 FTG T PE 0 . 0 U15 140 . 5 0 . 0 15 . 0 0 . 0 0 . 528 TL 8 . 00 PV Pipe: 24 66 . 5 1. 380 PL 11. 00 PF 3 . 5 U15 140 . 5 0. 0 15. 0 0. 0 14 . 3 120 FTG ---- PE 0 . 0 U14 140 . 5 0. 0 11 . 5 0 . 0 0 .316 TL 11 . 00 PV Pipe: 25 47 . 6 1 . 380 PL 7 . 75 PF 1 . 3 U14 140 . 5 0 . 0 11. 5 0 . 0 10 . 2 120 FTG - - - - PE 0 . 0 U13 140 . 5 0 . 0 10 . 2 0 . 0 0 . 170 TL 7 . 75 PV 5� L ., SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 . SDF JOB TITLE: Arlington Fire Station #46 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 30 . 2 1. 049 PL 7 . 00 PF 2 . 0 U13 140 . 5 0 . 0 10 .2 0 . 0 11. 2 120 FTG - -- - PE 0 . 0 U12 140 . 5 0 . 0 8 .2 0 . 0 0 . 279 TL 7 . 00 PV Pipe: 27 15 .4 1. 049 PL 2 . 00 PF 0 . 2 U12 140 . 5 0 . 0 8 .2 0 . 0 5 . 7 120 FTG - - - - PE 0 . 0 U11 140 . 5 0 . 0 8 . 1 0 . 0 0 . 080 TL 2 . 00 PV Pipe: 28 17 .4 1 . 380 PL 0 . 25 PF 0 . 0 Ul 140. 5 0 . 0 9 . 7 0 . 0 3 . 7 120 FTG - - - - PE -0 . 1 UlA 140. 8 5 . 6 9 . 6 17 .4 0 . 026 TL 0 . 25 PV Pipe: 29 17 . 8 1. 049 PL 1 . 00 PF 0 . 1 U2 140 . 5 0 . 0 10 . 6 0 . 0 6 . 6 120 FTG - - - PE -0 . 4 U2A 141. 5 5 . 6 10 . 1 17 . 8 0 . 105 TL 1. 00 PV Pipe: 30 20 . 1 1. 049 PL 1 . 00 PF 0 . 1 U3 140 . 5 0 . 0 13 . 5 0 . 0 7 . 5 120 FTG - - -- PE -0 . 4 U3A 141. 5 5 . 6 12 . 9 20 . 1 0 . 132 TL 1 . 00 PV Pipe: 31 22 . 0 1. 049 PL 1. 00 PF 0 . 2 U4 140 . 5 0 . 0 16 . 0 0 . 0 8 . 2 120 FTG - - - - PE -0 .4 `U4A 141. 5 5 . 6 15 . 4 22 . 0 0 . 155 TL 1. 00 PV J Pipe: 32 23 . 8 1 . 049 PL 1. 00 PF 0 . 2 U5 140 . 5 0 . 0 18 . 6 0 . 0 8 . 8 120 FTG - - - - PE -0 . 4 U5A 141. 5 5 . 6 18 . 0 23 . 8 0 . 179 TL 1. 00 PV Pipe: 33 17 . 4 1. 049 PL 1 . 75 PF 0.4 U6 140 . 5 0 . 0 10 . 5 0 . 0 6 . 5 120 FTG E PE -0 . 4 U6A 141. 5 5. 6 9 . 7 17 .4 0 . 101 TL 3 . 75 PV Pipe: 34 17 . 9 1. 049 PL 1 . 75 PF 0 . 7 U7 140 . 5 0 . 0 11. 4 0 . 0 6 . 7 120 FTG T PE -0 . 4 U7A 141 . 5 5 . 6 10 .3 17 . 9 0 . 106 TL 6 . 75 PV Pipe: 35 20 . 2 1. 049 PL 1 . 75 PF 0 . 9 U8 140 . 5 0 . 0 14 .3 0 . 0 7 . 5 120 FTG T PE -0 . 4 U8A 141 . 5 5 . 6 13 . 0 20 . 2 0 . 132 TL 6 . 75 PV Pipe: 36 21. 9 1. 049 PL 1. 75 PF 1. 0 U9 140 . 5 0 . 0 16 . 8 0 . 0 8 . 1 120 FTG T PE -0 .4 U9A 141. 5 5 . 6 15 . 3 21. 9 0 . 154 TL 6 . 75 PV Pipe: 37 25. 2 1. 049 PL 1. 75 PF 1.3 U10 140 . 5 0 . 0 22 . 0 0 . 0 9 . 4 120 FTG T PE -0 . 4 U10A 141. 5 5 . 6 20 . 2 25 . 2 0. 199 TL 6 . 75 PV % Pipe: 38 15 . 4 1. 049 PL 1. 00 PF 0 . 1 juii 140 . 5 0 . 0 8 . 1 0 . 0 5 . 7 120 FTG - - - - PE -0 .4 U11A 141. 5 5 . 6 7 . 6 15 . 4 0 . 080 TL 1. 00 PV :i II SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 .SDF JOB TITLE: Arlington Fire Station #46 PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 39 14 . 8 1. 049 PL 5 . 75 PF 0 . 8 U12 140 . 5 0 . 0 8 . 2 0 . 0 5 . 5 120 FTG T PE - 0 . 4 U12A 141 . 5 5 . 6 7 . 0 14 . 8 0 . 075 TL 10 . 75 PV Pipe: 40 17 .4 1. 049 PL 1. 00 PF 0 . 1 U13 140 . 5 0 . 0 10 . 2 0 . 0 6 . 5 120 FTG - - PE -0 . 4 U13A 141 . 5 5 . 6 9 . 7 17 .4 0. 101 TL 1. 00 PV Pipe : 41 18 . 9 1. 049 PL 0 . 25 PF 0 . 0 U14 140 .5 0 . 0 11. 5 0 . 0 7 . 0 120 FTG - - PE - 0 . 1 U14A 140 . 8 5 . 6 11 . 4 18 . 9 0 . 117 TL 0 .25 PV Pipe: 42 21 . 3 1. 049 PL 1. 00 PF 0 . 1 U15 140 . 5 0 . 0 15 . 0 0 . 0 7 . 9 120 FTG - -- - PE -0 .4 U15A 141. 5 5 . 6 14 .4 21. 3 0 . 146 TL 1. 00 PV Pipe: 43 23 . 7 1. 049 PL 1 . 00 PF 0 . 2 U16 140 . 5 0 . 0 18 . 5 0 . 0 8 . 8 120 FTG - - - - PE -0 .4 U16A 141. 5 5 . 6 17 . 9 23 . 7 0 . 178 TL 1. 00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 1 computer program under license no. 49040769 granted by HRS Systems, Inc . 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 004 gpm and a maximum imbalance at any node of 0 . 191 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18 . 8 ft/sec at pipe 23 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP .j 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE : 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 .SDF JOB TITLE: Arlington Fire Station #46 PAGE: A MATERIAL: S40 HWC: 120 iameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1. 049 2 . 00 5 . 00 2 . 00 5. 00 6 . 00 1. 00 10 . 00 10 . 00 5 . 00 1. 380 3 . 00 6 . 00 2 . 00 7 . 00 6 . 00 1. 00 10 . 00 10 . 00 6 . 00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2 . 635 8 . 00 17 . 00 6 . 00 19. 00 10 . 00 1. 00 14 . 00 14 . 00 17 . 00 4 . 260 13 . 00 26 . 00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 26 . 00 26 . 00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4 . 220 17 . 00 34 . 00 10 . 00 37. 00 20 . 00 3 . 00 34 . 00 6 . 280 22 . 00 47 . 00 14 . 00 51. 00 16 . 00 5 . 00 47 . 00 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 . SDF JOB TITLE: Arlington Fire Station #46 0 0 0 P4 bi b� 0 : O � m a) m U U • k • 7v TJ N m U) ;j In - q ch to r-I to ri 04 fd l� P a au U) A 0 0 W GL ►k LL 0 "Ea f14 w o �4 W m [n m E a> m W � a o 0 N a) N I - o b 00 -r a� x al O � -o w U I � O " a w a � a L I o - o rx 'D W 0 0 Ln o o N . I O - O O 0 N O O O O O 0 d� O O O O O O I 0 00 N H 044 :) 0w aP4WWMv DWxW 04N •1 -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/27/2011 C: \PROGRAM FILES\HRS SYSTEMS\HASS81\ARLINGTONFIRE46 . SDF JOB TITLE: Arlington Fire Station #46 ,WATER SUPPLY CURVE 96+ * <-92 . 0 psi @ 792 gpm Flow Test Point 88+ I I 80+ 72+ I P 64+ R I X E S S 56+ U R E 48+ ( I P S I 40+ 32+ 24+ ------------------------------ 16+ LEGEND " X = Required Water Supply " 61. 34 psi @ 415 . 3 gpm " 8+ " 0 = Available Water Supply " 93 .39 psi @ 415. 3 gpm " I 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Project Name = Arlington Fire #46 Date = Fri Jan 28 08:23:05 PST 2011 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 48.193131 Longitude = -122.125159 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.045 (Ss, Site Class B) r ry l� :• i �� a I ■ ■ � i tEc Sheet 1 -LAT1 of 2 9600 Klingerman Street ��OuU P.O.Box 3365 South El Monte,CA 91733*USA Phone:626.446.444.0541*Fax:626.444.3887 www.afcon.org e-mail:info@afcon.org Sway Bracing Calculations per 2007 NFPA 13 Project/Contractor Information Seismic Brace Attachments Project: Arlington Fire Station#46 Stucture Attachment Adapter: #n/a Project Address: 137 Macleod Ave. Listed load rating: n/a Project City/St: Arlington,WA Structure Attachment Fitting: Contractor: Advanced Fire Protection l Cy017 #077 Attachment End(Locking) Contractor Address:PO Box 1543 Listed load rating: 2.015 Ibgdj.load rating per 9.3.5.10.3: 1,425 lb Contractor City/St: Woodinville,WA 98072 Brace Pipe Adaptor: Brace Pipe Information = #n/a Listed load rating: n/a Adj.load rating per 9.3.5.10.3: n/a Lenght of Brace: 2 ft 6 in Sway Brace Fitting: Diameter of Brace: 1 in _ ' GUI #001/020 Sway Brace(Model E) Type of Brace: Schedule 40 Listed load rating: 2,015 lb Adj.load rating per 9.3.5.10.3: 1,425 Ib Angle of Brace: 45°to 59° Seismic Brace Assembly Detail Least Radius of Gyration: 0.42 Connection Orientation E L/R Value: 200 _FASTENER PER NFPA 13 Maximum Horizontal Load: 1,735 lb �i� �AFCON 077 o i Fastener Information STRUCTURAL SUPPORTING MEMBER / NFPA 13 Fastener ❑ Listed Adapter BRACE PIPE Structural Supporting Member: Wood ns-59 BEG. Orientation of connecting surface: "E" AFCON 0011020— Fastener Type: Thru Botts-Wood J} Fastener Diamter: 1/2 in Brace identification no. Fastener Length(under head): 1-1/2 in (to be used on plans) LAT1 Maximum Load: 230 lb 0Lateral Brace ❑ Longitudinal Brace ❑ 4-Way Brace Sprinkler System Load Calculation [Fpw=CpWp(default is 0.5Cp)] Ss 1.05 Cp 0.536 Diameter Type Length(ft) Total(ft) Weight per ft Cp Total Weight 2-1/2 in Schedule 10 26 ft 26.0 ft 5.89 0.636 82.08 ❑ 1-1/4 in Schedule 40 3 ft 3.0 ft 2.93 0.536 4.71 ❑ 1 in Schedule 40 85 ft 86.0 ft 2.05 0.536 93.40 Total weight 180.19 Brace Connection Fpw x 1.15 207.22 Filename: CAProgram FilesIAFCON%AFCON_ZOI_4_71ARLINGTON FIRE STATION#46.bak Date: 1/28/2011 AFCON ZOI Seismic Brace Tool Version:4.1.3101 Sheet 1 -LAT1 n ••:; z :� Seismic Brace Assembly Detail Connection Orientation E / FASTENER PER NFPA 13 AFCON 077 o STRUCTURAL SUPPORTING MEMBER / BRACE PIPE 45-59 DEG. AFCON 001/020 — Brace identification no. (to be used on plans) LAT1 Sheet 2-LOW of 2 9600 Klingerman Street P.O. Box 3365 �9@0 South El Monte, 91733*USA ,�4Phone:626.444.0541*Fax:626.444.3887 www.afcon.org e-mail:info@afcon.org Sway Bracing Calculations per 2007 NFPA 13 Project/Contractor Information Seismic Brace Attachments Project: Arlington Fire Station#46 Stucture Attachment Adapter: ls'ULo7 #n/a Project Address: 137 Macleod Ave. Listed load rating: n/a Project City/St: Arlington,WA Structure Attachment Fitting: Contractor: Advanced Fire Protection #077 Attachment End(Locking) Contractor Address:PO Box 1543 Listed load rating: 2,015 IbAdj.load rating per 9.3.5.10.3: 1,425 lb Contractor City/St: Woodinville WA 98072 Brace Pipe Adaptor: Brace Pipe Information =���1,D #077 Attachment End(Locking) Listed load rating: 2,0151bAdj.load rating per 9.3.5.10.3: 1,425 lb Lenght of Brace: 2 ft 6 in Sway Brace Fitting: Diameter of Brace: 1 in #410 Sway Brace Clamp Type of Brace: Schedule 40 Listed load rating: 500 lb Adj.load rating per 9.3.6.10.3: 354 lb Angle of Brace: 45°to 59' Seismic Brace Assembly Detail Least Radius of Gyration: 0.42 CONNECTION ORIENTATION H L/R Value: 200 Maximum Horizontal Load: 1,735 lb i,�i �i �i !� STRUCIURAL V SUPPORTING MEMBER Fastener Information FASTENER PER NFPA 13 AFLGN @77 O :A _AFCGN 077 ■ NFPA 13 Fastener ❑ Listed Adapter BRACE PIPE 45-59 BEG gFCGN 410 Structural Supporting Member: Wood Orientation of connecting surface: "H" Fastener Type: Thru Bolts-Wood Fastener Diamter: 1/2 in Brace identification no. Fastener Length(under head): 2-1/2 in (to be used on plans) LOW Maximum Load: 275 lb ❑ Lateral Brace N Longitudinal Brace I ❑ 4-Way Brace Sprinkler System Load Calculation [Fpw=CpWp(default is 0.5Cp)] Ss 1.05 Cp 0.536 Diameter Type Length(ft) Total(ft) Weight per ft Cp Total Weight 2-1/2 in Schedule 10 60 ft 60.0 ft 5.89 0.536 189.42 El El El El El El El Total weight 189.42 Brace Connection Fpw x 1.15 217.84 Filename: C:\Program FilesWFCONWFCON_ZOI_4_1WRLINGTON FIRE STATION#46.bak Date:1/28/2011 AFCON ZOI Seismic Brace Tool Version:4.1.3101 Sheet 2-LON1 Seismic Brace Assembly Detail CONNECTION ORIENTATION H STRUCTURAL O SUPPORTING MEMBER FASTENER PER NFPA 13 AFCON 077 O AFCON 077 BRACE PIPE 45-59 DEG. AFCON 410 f Brace identification no. (to be used on plans) LON1 t t�.. . � TAC Services LLC AABC CITY OF ARLINGTON STATION 46 REMODEL/ADDITION 137 MACLEOD AVENUE ARLINGTON, WA FINAL TAB REPORT OWNER: CITY OF ARLINGTON ARCHITECT: CARLETTI ARCHITECTS P.S. MECHANICAL ENGINEER: RICE GROUP, INC. MECHANICAL CONTRACTOR: HILLCO CONTRACTING, INC. G g stems < p\R BAC4.y C cF Testing&Commissioning Services,LLC PROJECT NO: 11-125 o � c 4811 DESMOND STREET z 1% wi+wc BELLINGHAM,WA 98229 DATE: 06/30/11 08-0 m o TEL: (360)224-8555 r w 'It R.CO FAX:(360)464-9973 TECHNICIAN: ROB COALLIER ADMIN@Test4ndCx.COM `' • I I I Page 2 of 16 07/11/2011 TAC Services LLC AdIlk AAgC TABLE OF CONTENTS DESCRIPTION PAGE(S) COVER PAGE ------------ TABLE OF CONTENTS 2 PERFORMANCE GUARANTY ---------------------------------------------------------------------------------------- PROJECT SUMMARY --------------------------------------------------»»---------- -------------------------------- 4 LEGEND SHEET --------------------------------------------------------------------------------------------------- 5-7 AC-1 •-------------------------------------------------------------------------------------------------------- 8 FCU-1 TO FCU-12 ___ 9-11 ----------------------------------------------------------------------------------------------- EF-1 TO EF-8 12-13 SCHEMATIC DIAGRAMS --- 14-16 i ,. �� Page 3 of 16 07/11/2011 Iiiiri�li�i'►����i�����♦ ' B C National ► Pcrformancc Guaranty •. Pursuant to the agreement between .• r. TAC SERVICES, LLC ►` �. AABC Certified Testing&Balancing Agency ®� and HILLCO CONTRACTING .. Client . All systems shall be balanced in accordance with the plans and specifications and to the optimum . performance capabilities of the equipment and design.Testing and balancing shall be done in • �. accordance with the standards published by the Associated Air Balance Council. . .. If for any reason,the Agency listed above fails to comply with the specifications,with the exception . . of termination of business by the Agency,equipment malfunction or inadequacy,or improper design, �. .. which prevents proper balancing of the systems,the Associated Air Balance Council will provide supervisory personnel to assist the Agency to perform the work in accordance with AABC Standards. . .. As part of this Performance Guaranty,the engineer or building owner may call upon AABC to assist .. . him with any technical and/or field problems pertaining to the final balanced condition of systems. . These services will be made available at no additional charge by the above agency or by AABC . National Headquarters. . Project Name CITY OF ARLINGTON - FIRE STATION 46 REMODEL/ADDITION ► Address 137 MACLEOD AVENUE .� .. ARLINGTON, WA ► �• Name of Engineer CHRIS WRIGHT . Engineering Firm RICE GROUP . .• Mailing Address 20201 CEDAR VALLEY ROAD • .. LYNNWOOD, WA ► .. Email Address Date 07/11/11 Q- . . . . TBE# 08-02-04 Associated Air .� .. Balance Council ► By ROBERT R. COALLIER 1518KStreet N.W. ..Washington,D.C.20005 . AABC Certified TBE 202-737-0202•Fax202-638-4833 . .. info@aabc.com•www.aabc.com . ! «�1����������������I i Page 4 of 16 07/11/2011 TAC Services LLC AABC PROJECT SUMMARY 1.0 THE AIR SYSTEMS WERE TESTED AND THE RESULTS ARE AS TABULATED ON THE ATTACHED DATA SHEETS 2.0 COMMENTS ON SPECIFIC EQUIPMENT IS INCLUDED UNDER REMARKS SECTION ON INDIVIDUAL DATA FORMS CONTAINED HEREIN. I Page 5 of 16 07/11/2011 TAC Services LLC AABC LEGEND SHEET AHU AIR HANDLING UNIT AC OR ACU AIR CONDITIONER UNIT ACCU AIR COOLED CONDENSING UNIT AD]P.D. ADJUSTED PITCH DIAMETER AMP AMPERE AVG AVERAGE B.H.P. BRAKE HORSEPOWER C.D. RDG Al CEILING DIFFUSER CFM CUBIC FEET PER MINUTE C.E. CEILING EXHAUST CH CHILLER CHWR CHILLED WATER RETURN CHW OR CHWS CHILLED WATER SUPPLY C.R. CEILING RETURN CT COOLING TOWER CWR CONDENSER WATER RETURN CW OR CWS CONDENSER WATER SUPPLY DB DRY BULB D.D. DIRECT DRIVE D.P. DIFFERENCE,NET DECREASE OR INCREASE DIA DIAMETER D.N.A. DATA NOT AVAILABLE D.N.L DATA NOT LISTED EAT ENTERING AIR TEMPERATURE EDC ELECTRIC DUCT COIL EDH ELECTRIC DUCT HEALER EF EXHAUST FAN EMCS ENERGY MANAGEMENT CONTROL SYSTEM(S) EWT ENTERING WATER TEMPERATURE FCU FAN COIL UNIT FH FUME HOOD FG FLOOR GRILLE i Page 6 of 16 07/11/2011 F.E. FLOOR EXHAUST OR RETURN F.L.A FULL LOAD AMPERAGE FPB FAN POWERED BOX FPM FEET PER MINUTE F.S. FLOOR SUPPLY F.S.R FLOOR SUPPLY REGISTER FT.HD FEET OF HEAD FTU FAN TERMINAL UNIT GPM GALLONS PER MINUTE GFH GAS FIRED HEATER HC HEATING COIL HEATER O.L. THERMAL OVERLOAD PROTECTION FOR MOTORS LOCATED AT THE MOTOR STARTER HEPA HIGH EFFICIENCY PARTICULATE AIR H.F. HEPA FILTER HOA HAND/OFF/AUTO SWITCH H.P. HORSEPOWER HPS HIGH PRESSURE STEAM HRC HEAT RECOVERY COIL OR HEAT RECLAIM COIL HVAC HEATING,VENTILATION AND AIR CONDITIONING HWR HOT WATER RETURN OR HEATING WATER RETURN HWS HOT WATER SUPPLY OR HEATING WATER SUPPLY HX HEAT EXCHANGER I.D. INSIDE DIAMETER LAT LEAVING AIR TEMPERATURE L.D. LINEAR SUPPLY DIFFUSER LPS LOW PRESSURE STEAM L•T. LIGHT TROFFER LWG LOW WALL GRILLE LWR LOW WALL RETURN LWT LEAVING WATER TEMPERATURE MAU/MUA MAKE UP AIR UNIT MBH 1,000 BTU'S PER HOUR N.A. NOT ACCESSIBLE N.I. NOT INSTALLED N.T. NOT TAKEN N.V.L NO VALID LOCATION N•Z. NOZZLE O.D. OUTSIDE DIAMETER OPEN NO TERMINAL DEVICE INSTALLED O.S.A.MIN OUTSIDE AIR MINIMUM OAT OUTSIDE AIR TEMPERATURE Page 7 of 16 07/11/2011 PF POWER FACTOR PHC PREHEAT COIL PHC PHASE(S) PMP CIRCULATING PUMP P.P PERFORATED PLATE PSI POUNDS PER SQUARE INCH P.T. PITOT TRAVERSE RA RETURN AIR RF RETURN AIR FAN R.G. RETURN GRILLE RHC REHEAT COIL RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE S.D. SUPPLY DIFFUSER SEF SMOKE EXHAUST FAN SF(AIR) SUPPLY FAN S.F.(ELECT) SERVICE FACTORS SHC STEAM HEATING COIL S.P...W.C... STATIC PRESSURE RESISTANCE, MEASURED IN INCHES OF WATER COLUMN S.W.E. SIDEWALL EXHAUST S.W.R. SIDEWALL RETURN S.W.S. SIDEWALL SUPPLY TAB TESTING,ADJUSTING,AND BALANCING TSP TOTAL STATIC PRESSURE UH UNIT HEATER V VOLTS VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE VP VELOCITY PRESSURE W WATTS WB WET BULB W.G. WATER GAUGE OF DEGREES FAHRENHEIT DP DIFFERENTIAL(DELTA)PRESSURE OR PRESSURE DROP DT DIFFERENTIAL(DELTA)TEMPERATURE,NET TEMPERATURE DECREASE OR INCREASE PSI POUNDS PER SQUARE INCH Page 8 of 16 07/11/2011 TAC Services LLC AASC AIR MOVING EQUIPMENT DATA PROJECT: ARLINGTON FIRE STATION 46 REMODEL AREA SERVED: HALLWAYS/TRAINING AREA FAN RTU-1 EQUIPMENT MFG. TRANE EQUIP.LOCATION ROOF MODEL YSC060 TYPE/SIZE PACKAGED/5 TON SERIAL NUMBER 110811479L FAN DATA SPECIFIED ACTUAL FAN SHEAVE AK44 TOTAL CFM-FAN 2000 1967 FAN SHAFT 3/4" TOTAL CFM-OUTLET 2000 1967 BELT SIZE AX-26 R/A CFM 800 788 QUANTITY 1 O/A CFM 1200 1179 SHAFT C/C 9" FAN RPM U/A 1138 ESP 1.00 0.73 MOTOR SHEAVE 1VL34 SUCTION SP 0.26 MOTOR SHAFT 5/8" DISCHARGE SP 0.47 SHEAVE ADJ. 2 TURNS OPEN MOTOR DATA MOTOR MFG. MARATHON SPECIFIED ACTUAL MOTOR HP 1 VOLTAGE 208 212/211/212 SERVICE FACTOR 1.50 AMPERAGE 5.0 3.6/3.5/3.7 PHASE/Hz 3/60 HEATER SIZE/ RATING THERMAL MOTOR RPM 1725 1725 MOTOR FRAME# 56 ISPEED DIFFUSER AND GRILLE TEST SHEET AREA SERVED NO. CODE SIZE AK DESIGN INITIAL FINAL FPM CFM FPM CFM FPM CFM 106 1 CD 8 1.00 200 139 218 106 2 CD 8 1.00 200 108 195 106 3 CD 8 1.00 200 176 207 206 4 CD 6 1.00 100 143 98 207 5 CD 6 1.00 100 194 97 212 6 CD 10 1.00 300 367 303 215 7 CD 10 1.00 300 323 281 215 8 CD 10 1.00 - 300 414 280 215 9 CD 10 1.00 300 363 288 TOTAL 2000 2227 L 1967 REMARKS: Page 9 of 16 07/11/2011 TAC Services LLC .d0h, AARC DIRECT DRIVE HEAT PUMP- SINGLE OUTLET TEST SHEET PROJECT: ARLINGTON FIRE STATION 26 REMODEL FAN DATA UNIT ID FCU-IA FCU-1B FCU-2 FCU-3 FCU-4 FCU-5 AREA SERVED CONF RM 101 CONF RM 101 DUTY OFF. 103 EMS ROOM 106 REPORT WRITING DAY ROOM 116 MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MODEL# PMFY-P15NBMU-E PMFY-P15NBMU-E PMFY-P08NBMU-E PMFY-P08NBMU-E PMFY-P06NBMU-E PMFY-P12NBMU-E SERIAL# 05AO0107C 05A00081C 04AO0173C 05A00083B 04AO0174C 02AO0529A DESIGN CFM 378 378 304 304 230 304 ACTUAL CFM 378 378 304 304 230 304 TSP - - _ _ _ FAN RPM D.D. D.D. D.D. D.D. D.D. D.D. MOTOR DATA MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI HORSEPOWER 28 W 28 W 28 W 28 W 28 W 28 W VOLTS 208 208 208 208 208 208 AMPS .28 .28 .28 .28 .28 .28 SERVICE FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. D.D. D.D. D.D. SPEED 4 4 4 4 4 4 FRAME NA N/A NA NA NA NA PHASE/HZ 1/60 1/60 1/60 1/60 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL SPEED SETTING HIGH HIGH MED-HIGH MED-HIGH LOW MED-HIGH REMARKS: I Page 10 of 16 07/11/2011 TAC Services LLC AIABC DIRECT DRIVE HEAT PUMP-SINGLE OUTLET TEST SHEET PROJECT: ARLINGTON FIRE STATION 26 REMODEL FAN DATA UNIT ID FCU-5B FCU-6 FCU-7 FCU-8 FCU-9 FCU-10 AREA SERVED DAY ROOM 116 SLEEPER 208 SLEEPER 209 SLEEPER 216 SLEEPER 215 SLEEPER 214 MANUFACTURER MITISUBISHI MITISUBISHI MMSUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MODEL# PMFY-P12NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E PMFY-P06NBMU-E SERIAL# 02A00575A OIA000629B OIA000629B OlA000623B 8XA00365A OlA00624B DESIGN CFM 304 230 230 230 230 230 ACTUAL UM 304 230 230 230 230 230 TSP - - - _ FAN RPM D.D. D.D. D.D. D.D. D.D. D.D. MOTOR DATA MANUFACTURER MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI MITISUBISHI HORSEPOWER 28 W 28 W 28 W 28 W 28 W 28 W VOLTS 208 208 208 208 208 208 AMPS .28 .28 .28 .28 .28 .28 SERVICE FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. D.D. D.D. D.D. SPEED 4 4 4 4 4 4 FRAME N/A N/A N/A N/A N/A N/A PHASE/HZ 1/60 1/60 1/60 1/60 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL THERMAL L THERMAL THERMAL SPEED SETTING MED-HIGH LOW LOW LOW LOW LOW REMARKS: I Page 11 of 16 07/11/2011 TAC Services LLC AABC DIRECT DRIVE HEAT PUMP-SINGLE OUTLET TEST SHEET PROJECT: ARLINGTON FIRE STATION 26 REMODEL FAN DATA UNITID FCU-11 FCU-12 AREA SERVED STORAGE 205 SLEEPER 208 MANUFACTURER MITSUBISHI MITSUBISHI MODEL# PMFY-P06NBMU-E PMFY-P06NBMU-E SERIAL# OIAOII08B OlAO1102B DESIGN CFM 230 230 ACTUAL CFM 230 230 TSP - - FAN RPM D.D. D.D. MOTOR DATA MANUFACTURER MITSUBISHI MITSUBISHI HORSE POWER 28 W 28 W VOLTS 208 208 AMPS .28 .28 SERVICE FACTOR 1.00 1.00 MOTOR RPM D.D. D.D. SPEED 4 4 FRAME N/A N/A PHASE/HZ 1/60 1 60 HEATER SIZE THERMAL THERMAL SPEED SETTING LOW LOW REMARKS: Page 12 of 16 07/11/2011 TAC Services LLC AASC DIRECT DRIVEN CEILING EXHAUST FAN TEST SHEET PROJECT: ARLINGTON FIRE STATION 46 REMODEL FAN DATA UNIT ID EF-1 EF-2 EF-3 EF-4 EF-5 AREA SERVED RESTROOM 206 RESTROOM 207 LAUNDRY 204 SYSTEM NOT USED RESTROOM 105 MANUFACTURER BROAN BROAN BROAN BROAN MODEL# QTXE 150-B QTXE 150-B QTXE 080-C QTXE 150-B SERIAL# NONE PROVIDED NONE PROVIDED NONE PROVIDED NONE PROVIDED DESIGN CFM 137 137 85 137 ACTUAL CFM 149 143 79 146 TSP .25 .25 .25 .25 FAN RPM D.D. D.D. D.D. D.D. MOTOR DATA MANUFACTURER BROAN-NUTONE BROAN-NUTONE BROAN-NUTONE BROAN-NUTONE HORSE POWER 52 W 52 W 24 W) 52 W) VOLTS 120 120 120 120 AMPS 0.4 0.4 0.2 0.4 SERVICE FACTOR 1.00 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. D.D. SPEED SINGLE SINGLE SINGLE SINGLE FRAME N/A N/A N/A N/A -PHASE/HZ 1/60 1/60 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL I THERMAL RHEOSTAT SETTING NONE PROVIDED NONE PROVIDED NONE PROVIDED NONE PROVIDED REMARKS: i �� 1 Page 13 of 16 07/11/2011 TAC Services LLC e AABC DIRECT DRIVEN CEILING EXHAUST FAN TEST SHEET PROJECT: ARLINGTON FIRE STATION 46 REMODEL FAN DATA UNIT ID EF-6 EF-7 EF-8 AREA SERVED RESTROOM 104 DECON 110 ELECTRICAL 109 MANUFACTURER BROAN BROAN BROAN MODEL# QTXE 150-B QTXE 150-B OTXE 150-B SERIAL# NONE PROVIDED NONE PROVIDED NONE PROVIDED DESIGN CFM 137 137 137 ACTUAL CFM 144 143 147 TSP .25 .25 .25 FAN RPM D.D. D.D. D.D. MOTOR DATA MANUFACTURER BROAN-NUTONE BROAN-NUTONE BROAN-NUTONE HORSE POWER 52(W) 52 W) 52 W) VOLTS 120 120 120 AMPS 0.4 0.4 0.4 SERVICE FACTOR 1.00 1.00 1.00 MOTOR RPM D.D. D.D. D.D. SPEED SINGLE SINGLE SINGLE FRAME N/A N/A N/A PHASE/HZ 1/60 1/60 1/60 HEATER SIZE THERMAL THERMAL THERMAL RHEOSTAT SETTING NONE PROVIDED NONE PROVIDED NONE PROVIDED REMARKS: ajeog yuaA sAeMly-woo'emxqv�aas lu - 6y suoljlpuoo 96esn]oj•oul'yN,;o a6ueyox3 sjappng o!papina tj 3Mr rill e 3 3s a Ira a 0 0 N rl \ ri N .--1 Q1� "g d O . yA M R - "d �apQseQA^�ya=s:a 96 YIItl��Y aY AA z�ABe �ra� .Ar�dr. . p� d' W" UyUy pp4* pp SS � aaa-ea W s `aeaaeaaa : 3 � ..9.9...5 pyy yy p3gy ' gc..agc R mmil$g�� � tl� lYC tltl LL # 8 q q9 P gge88888 H1 2 M EIf uj w fill LLI Nil 19 114 .' 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O O x fi N 0 N 0 ci ON, z �• 11-11 741 Marine Drive,Bellingham,WA, 25 www.geotest-inc.com OO, O G OTG 5T 20611 67th Ave.NE.Unit A.Arlington, WA 98223 phone:(360)733.7318 toll free:(888)251.5276 fax:(360)733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave.,Arlington,WA REPORT#: CB004 PERMIT#: 09-0116 DATE: 8/5/2011 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: John Silk Placement Location: Cantilevered Site Retaining Wall and 2 Light Pole Bases Sample Location: 1st Truck,Mid Load Taken at Hopper at 10 Cubic Yards Field Data: Eq.No. Supplier Smokey Point Concrete/Skagit Read Slump,in.(C143) 4.50 22 Mix# 160A Air Content,%(C231) 5.7 8 Mix Description 6 Sack w/AEA Unit Weight,pcf(C138) NT Truck/Ticket# 8024/2092072 Air Temperature,°F 61 Strength Required 4000 psi at 28 days Mix Temperature,°F(C1064) 76 26 Quantity Placed,cy 22 Field Cure Temperature,°F Time Batched 10:45 AM Water Added on Job,gals 0 Time Sampled 11:16 AM Water Requested by Laboratory Data: Lab I Test Age Test Total Load Area Compressive No. (Days) Date (Ibs) (in2) Strength(psi) Remarks 8211 7 08-12 46990 12.63 3720 TYPE 4: 8212 28 09-02 62700 12.69 4940 TYPE 3: 8213 28 09-02 60100 12.69 4740 TYPE 5: 8214 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39 Comments:The reinforcing steel was in place and secure per page SSK-01.The concrete was placed via boom pump and was mechanically consolidated. COPIES:Carlettl Architects,P.S.City of AdInglon Synergy Construction Inc. Reviewed* This report shall not be reproduced except In full,without the written approval of GeoTesl Services,Inc. The above last results relate to the sample(or location)tested. ;,i. I� I 741 Marine Drive,Bellingham,Wti 4225 www.geotest-inc.com 20611 67th Ave.NE.Unit A.Arlington, WA 98223 GeOTC-'ST phone:(360)733.73/8 toll free:(888)251.5276 fax:(360)733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave.,Arlington,WA REPORT#: CB003 PERMIT#: 09-0116 DATE: 8/2/2011 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: Tim Martin Placement Location: Retaining Wall Footing South of Building Sample Location: 1st Truck Middle of the Load-Bottom 18"of Footing North 2/3rds Field Data: Eq.No. Supplier Smokey Point Concrete/Skagit Read Slump,in.(C143) 3.00 8 Mix# 01500 Air Content,%(C231) NT n/a Mix Description 5 Sack,7/8"Agg Unit Weight,pcf(C138) NT n/a Truck/Tlcket# 8084/2092009 Air Temperature,°F 72 Strength Required 3000 psi at 28 days Mix Temperature,°F(C1064) 79 41 Quantity Placed,cy 40 Field Cure Temperature,°F 58-89 41 Time Batched 1:24 PM Water Added on Job,gals 0 Time Sampled 1:45 PM Water Requested by n/a Laboratory Data: Lab Test Age Test Tatat Load Area Compressive No. (Days) Date (Ibs) (In') Strength(psi) Remarks 8128 7 08-09 76530 12.63 6060 TYPE 3: 8129 28 08-30 86170 12.57 6860 TYPE 3: 8130 28 08-30 83660 12.57 6660 TYPE 3: 8131 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes l n/t: not tested Test Reference ASTM C31/C39 Comments: Reinforcing steel was placed per SSK-01. Concrete was placed directly from truck chute and was mechanically consolidated. C� COPIES:Cadettl Architects,P.S. City of Arlington Synergy Construction Inc. Revlewe This report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com Ge0 I��T 20611 67th Ave.NE.Unlf A.Arlington, WA 98223 1 phone:(360)733.7318 toll free:(888)251.5276 fax:(360)733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave.,Arlington,WA REPORT#: CB004 PERMIT#: 09-0116 DATE: 8/5/2011 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: John Silk Placement Location: Cantilevered Site Retaining Wall and 2 Light Pole Bases Sample Location: 1st Truck, Mid Load Taken at Hopper at 10 Cubic Yards Field Data: _ Eq.No. Supplier Smokey Point Concrete/Skagit Read Slump,In.(C143) 4.50 22 Mix# 160A Air Content,%(C231) 5.7 8 Mix Description 6 Sack w/AEA Unit Weight,pcf(C138) NT Truck/Tlcket# 8024/2092072 Air Temperature,°F 61 Strength Required 4000 psl at 28 days Mix Temperature,°F(C1064) 76 26 Quantity Placed,cy 22 Field Cure Temperature,°F Time Batched 10:45 AM Water Added on Job,gals 0 Time Sampled 11:16 AM Water Requested by Laboratory Data: }� � � x(bs�}, ; 8211 7 08-12 46990 12.63 3720 TYPE 4: 8212 28 09-02 0 0.00 0 8213 28 09-02 0 0.00 0 8214 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes I n/t: not tested Test Reference ASTM C31/C39 Comments:The reinforcing steel was In place and secure per page SSK-01.The concrete was placed via boom pump and was mechanically consolidated. COPIES:Cadatll Archlteote,P.S. Clty of Arlington Synergy Construction Inc. RevloweTlly This report shall not be reproduced except In full,without the written approval of GeoTeat Servioes,Inc. The above lest results relate to the sample(or location)tested, 1 I 741 Marine Drive,Bellingham, WA 98225 www.gootest-inc.com r AC7eOTeST 20611 67th Ave,NE.Unit A,Arlington,WA 98223 w A phone:(360)733.7318 toll free:(888)251.5276 fax,(360)733,7418 Concrete inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave.,Arlington,WA REPORT#: CB003 PERMIT#: 09-0116 DATE: 8/2/2011 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: Tim Martin Placement Location: Retaining Wall Footing South of Building Sample Location: 1 st Truck Middle of the Load-Bottom 18"of Footing North 2/3rds Field Data: Eq.No. Supplier Smokey Point Concrete/Skagit Read Slump,in.(C143) 3.00 8 MIX# 01500 Air Content,%(C231) NT n/a MIX Description 5 Sack,7/8"Agg Unit Weight,pcf(C138) NT n/a Truck/Ticket# 8084/2092009 Air Temperature,°F 72 Strength Required 3000 psi at 28 days MIX Temperature,°F(01064) 79 41 Quantlty Placed,cy 40 Field Cure Temperature,"F 58.89 41 Time Batched 1:24 PM Water Added on Job,gals 0 Time Sampled 1:45 PM Water Requested by n/a Laboratory Data: �'��SyF t �ry,��.}ti n1l �Y.a�.�S��n ri'., �k�•�R"�`•1' ���44i}$ ' a3h'l�1rt�; t a�. � �''r��.• i r � � 7.• G 8128 7 08-09 76630 12.63 6060 TYPE 3: 8129 28 08-30 0 0.00 0 8130 28 OB-30 0 0.00 0 8131 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes I n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39 Comments: Reinforcing steel was placed per SSK-01. Concrete was placed directly from truck chute and was mechanically consolidated. COPIES: Carlatll Arclilleole,P.S.City of Arlington Synergy Construction Ino. Revlewea* This report shell not be reproduced except In full,without the wrlllen approval of GooTosl Servlces,Inc. The above test results relate to the sample(or Iocatlon)tested. 741 Marine Drive,Bellingham,WA 98225 www.geotest-Inc.com 'w 20611 67th Ave.NE.Unit A.Arlington, WA 98223 CpI oT 6T � phone:(360)733.7316 toll tree:(888)251.5276 tax:(360)733.741a STRUCTURAL STEEL INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave.,Arlington,WA REPORT#: SS003 PERMIT#: 09-0116 DATE: 6/8/2011 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc, INSPECTOR: Tim Martin Type of Inspection: Visual Field Welding Ao'. .-j r Location r Tube Steel Joist to Channel and Cllp to Tube Joist Canopy-3116"Fillet Tube Beam to Tube Beam Canopy-3/16"Flllel Cap Plates Tube Beam I Joist Canopy-3116'Flllel Reference Drawing(s): 10 and 11 on S-7,1 W, ot:RefCY n`Ce FagPlCAtloIi— j WCklers age'A l is �J 2 �dfi S ut � Insliec►Ibl1 Cocle ! C nde ' Go,tlflcntion ` � �@ 1121 L, 1. - ano ti AWS D1.11 AWS WABO Chrlstopher Stevenson#W08546,exp 1-1-12 d� AWS D1.3 U AISC AWS-SMAW 1, AWS DIIA ❑ AWS-FCAW U IBC Ee Procedures G AISC l�•kr- c. `� .t�n{i ASTM A307 Turn-of-Nut ASTM A325 [] Cal.Torque Wrench g� e„ ASTM A490 Load Indlcating IBC AISC 1-'1 The above Items were conforming V Nonconforming Items(see below) Comments:The above connections conform with project plans. COPIES:Carlettl Architects,P.S.City of Arlington Synergy Construcllon Inc. Revlewe This report shall not be reproduced except In full,without the written approval or Geolreal Services,Inc.(06-13.11) I I I City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#9 MEETING DATE: April 13,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter- Carletti Architects, P.S. Peter Carletti - Carletti Architects,P.S. Emily Barevics—Synergy Construction, INC. Chad Stewart- Synergy Construction, INC. Sherri Phelps- City of Arlington Tom Cooper- City of Arlington Paul Ellis—City of Arlington BFI's: RFI's#1-9 answered. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE ORDERS Change order#1 and#2 are signed and approved. SCHEDULE Synergy to Submit updated Schedule. A week hac ' to weather. CONSTRUCTION ACTIVITIES Electrical and Mechanical ine- 1` W✓v 1 to follow shortly after. Roofing of existing apparatus b 0-o ) OLD BUSINESS: VOW, � � 2.07 Carletti Architects i �Q width, reinforcing and toe size of the retaining wall. P ,es. This will be developed into two sections and twc �� of the existing retaining wall and one for the South 'he north wall as part of the slab pour. UPDATED 4/13/11: 6.02 The owner decided to mo 4 to have it placed in the current exercise area. The .0 of athletic flooring. Carletti Architects to develop a ske _ ,ring will fit in the current exercise area. UPDATED 4/13/11: COP .;ost for vinyl flooring which was higher than expected. Synergy is to relook at the n, _ and develop a COP for the cost of just adding the carpet due to the removal of the athletic flooring in order to see the true cost in switching to vinyl. If the owner goes to vinyl it will be the American Cherry within the Centiva Event Series. 7.01 Tom will talk to Paul on potentially revising the signage at the main entrance to state "Station #46". Owner also will decide and give direction to pursue a cost to add lighting for the signage. UPDATED 4/13/11: The signage will state "FIREHOUSE 46". The owner decided to direct 'Ifs r City of Arlington FS#46Addition Meeting Minutes #6 April 13, 2011 Synergy in providing the wiring and"J"box for a future light only. The owner will acquire and install the light fixture. The"J" box shall be recessed into the stucco and painted out to match the Stucco. The "J" box will be wired with the rest of the exterior lights. 7.03 Synergy pointed out that the existing beam at the large overhang of the apparatus bays is sagging beyond acceptable standards. After some discussion on site it was decided to put in a new wood post to support the beam. Carletti Architects to coordinate with structural to develop a sketch for Synergy to price and proceed. UPDATED 4/13/11: COP was approved for this work. 8.01 The owner expressed the need for a dedication plaque for the building. Carletti architects to research options for this plaque. Synergy to look at possibly recessing the plaque in the brick. UPDATED 4/13/11: Ongoing. 8.04 The storage yard across from the site may be going away in a few weeks. Paul is to research with the owner in a drop dead date the Synergy must move their stuff out. Worst case scenario Tom will move some stuff in the apparatus bays to allow Synergy extra storage area. UPDATED 4/13/11: Ongoing. 8.05 Samples of the cementations siding in the apparatus bays and bunk house were collected to have tested by Phillips Environmental for Asbestos. UPDATED 4/13/11: Paul has scheduled a state crew to be on site and remove the asbestos. NEW BUSINESS: 9.01 It is noted that outstanding COP's will be wrapped up in order for the owner to make a decision on proceeding with a cost for the Vinyl flooring. 9.02 Due to cost the owner decided not to install the flag pole light at this time. Synergy shall install the wiring and"J"now for future use by the owner. The"J" box shall be recessed in the stucco and painted to match the stucco. The "J"box will be wired with the rest of the exterior lights NEXT MEETING: The next meeting will be Wednesday,April 27, 2011 at 2:00 pm. Please report any corrections or additions to these minutes to the office of Carletti Architects, P.S. within two days of receipt. CC: All present Jake Dahl—Cascade Surveying&Engineering, Inc. Troy Bean—DCI Engineers Craig Strainer—DCI Engineers Duane Lewellen—Rice Group Ken Kok—Ken Kok Electrical Patrik Dylan—Eccos Design Paul Snell—Synergy Construction, INC. Earl Anderson- City of Arlington Paul Ellis—City of Arlington Peter Carletti - Carletti Architects, P.S. Daryn Johnson—Synergy Construction, INC. I City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#5 MEETING DATE: February 16,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter- Carletti Architects,P.S. Daryn Johnson—Synergy Construction, INC. Emily Barevics—Synergy Construction, INC. Chad Stewart- Synergy Construction, INC. Paul Ellis—City of Arlington Sherri Phelps- City of Arlington Tom Cooper- City of Arlington RFI's: RFI's 41-7 answered. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE ORDERS Change order#1 was signed and approved. SCHEDULE Synergy to Submit updated Schedule. A week has been missed due to weather. CONSTRUCTION ACTIVITIES Roof joists are going up. Roofers will be on site mid next week. Electrical and mechanical rough in should start late next week. OLD BUSINESS: 1.02 Synergy mentioned that there may be some issues with the elevation of final sidewalk and the elevation of the top of the existing footing at the retaining wall. Synergy is to do some more investigation and prepare a RFI with their findings. UPDATED 2/16/11: This RFI has been answered. It was determined that the existing flat work could be removed for the new sidewalk pour. This should eliminate any elevation issues. 2.06 Tom has requested a COP for a gas stub out to hook up a BBQ at the front patio. Rice Group will develop a sketch to forward to Synergy for pricing. UPDATED 2/16/11: COP approved at meeting. 2.07 Carletti Architects to coordinate with DCI on options to reduce the width, reinforcing and toe size of the retaining wall. Options include geo-fabric or supporting buttresses. This will be developed into two sections and two COP's. One for the retaining wall to the North of the existing retaining wall and one for the South. This way Synergy can proceed with work for the north wall as part of the slab pour. UPDATED 2/16/11: Site plan has been revised by Cascade for new retaining wall heights. This is now under DCI review for revised retaining wall detail. City of Arlington FS#46 Addition Meeting Minutes #4 February 2, 2011 3.01 Carletti Architects to look at switching out the site light poles to a more cost effective pole to be approved by the city. UPDATED 2/16/11: Paul would like to go with aluminum poles. Synergy to provide a cost savings. 4.01 City to coordinate with Daywireless on two items. One will be the removal and temp pole for the fire antennas. Second item is to verify with Daywireless that the items covered in the drawings and specs will cover the needs of the Fire Department for their antennas. UPDATED 2/16/11: Carletti Architects to forward drawings to Tom who will coordinate with their provider 4.03 Carletti Architects indicated that Synergy needs to contact and coordinate a meeting with the Tyvek representative to go over warranty items. Synergy Construction to have Carletti Architects make a site visit to inspect window wrap openings before installation of siding. UPDATED 2/16/11: Ongoing. 4.04 Synergy Construction to look at possible options to reuse the existing overhead doors rather than installing new ones. They will get a few quotes to determine if there is a significant cost savings. UPDATED 2/16/11: Ongoing. NEW BUSINESS: 5.01 Synergy to get unit cost for replacing the dry rot decking over the existing apparatus bays. 5.02 Tom Cooper will confirm locations for all five fire extinguishers to be placed within the addition. 5.03 It was determined that the 5 conduits for communications and electricity running from the existing ,electrical room to the new room will run in the rigid insulation of the new built up roof of the building. 5.04 Carletti Architects to look at removing the wall between the EMS storage room and the elec./phone room. NEXT MEETING: The next meeting will be Wednesday, March 2, 2011 at 2:00 pm. Please report any corrections or additions to these minutes to the office of Carletti Architects, P.S. within two days of receipt. CC: All present Jake Dahl—Cascade Surveying&Engineering,Inc. Troy Bean—DCI Engineers Craig Strainer—DCI Engineers Duane Lewellen—Rice Group Ken Kok—Ken Kok Electrical Patrik Dylan—Eccos Design Paul Snell—Synergy Construction, INC. Earl Anderson- City of Arlington Peter Carletti - Carletti Architects, P.S. J I I 1 741 Marine Drive, Bellingham, WA 98225 www.geotost-inc.com �,,; OeOTG ST 20611 67th Ave. NE, Unit A,Arlington, WA 98223 �� phone: (360) 733.7318 toll free: (868)251.5276 fax: (360) 733,7418 STRUCTURAL STEEL INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB.#: 10-0699 ADDRESS: 137 N. MacLeod Ave., Arlington,WA REPORT#: SS01 PERMIT#: 09-0116 DATE: 3-21.11 CLIENT: City of Arlington PAGE M 1 of 1 CONTRACTOR: Synergy Construction, Inc. INSPECTOR: TM Type of Inspection: Bolting ,N tpt } J�� Mgt h Item'(s} Inspectedy� xWA, ;s^ rb, ?y * r t ...b �L•4 k va RM Column Baseplate 3/B.2, C.1; 4/B.2, B.7; 5.2/B, B.3 Column/Beam (Shear Plate) All Locations Reference Drawing(s) S-3.1;S-4.1 and S-1.2 r W " Ftefe , `�i>ybriCation t ;'• Y � �, x i�:, t k ;tsar E. Ins ecfloliy , aksxrra.:Code . Cert `t ��• s s. �a ., � `y ► :11.t AWS D1.1 AWS ❑ WABO Li r AWS D1.3 ❑ AISC ❑ AWS-SMAW ❑ AWS D1.4 ❑ AWS-FCAW ❑ i` IBC ❑❑ Procedures ❑ AISC e s �.;, Tnr. u , Cb`rtlnitfs . r .t, '4F a J.nt g' 'S.: _ i.>. rah• p d't 3/411 ASTM A307 M Turn-of-Nut L1 Snug Tight ASTM A325 [@ Cal.Torque Wrench ❑ r! ASTM A490 ❑ Load Indicating ❑ IBC ❑ AISC ❑ The above Items were conforming ❑ Nonconforming items(see below) Comments: The following items do not conform: ✓1. -Column base plate was missing a nut at C.1/3. 2. No bolts at beam A/3.1. 3. Shear plate connections with slotted holes at Line 4 and 5 needed hardened oversized washers per note(2)on S-4.1 (per AISC J3.2). Copies: City of Arlington Synergy Construction,Inc. Carlettl Architects,PS Reviewed by This ro ort shall not be ro roducad oxcept In full without the writton approval of GooTost services Inc. 2-16-1 t ,�, I I 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com GeoTe5T 20611 67lh Ave. NE, Unit A,Arlington, WA 98223 phone: (360) 733.7318 toll free: (888)251.5276 fax: (360) 733.7418 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB M 10-0669 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT M AA04 PERMIT.#: 09.0116 DATE: 3-28-11 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction, Inc. INSPECTOR: TM rrr i r}1 r o b�: r i`s f, r asv ri ry r t .f i �1 uti r};,, � ,� [{� ,f4Y .,, .� � �, �,# tt^ �d > a ` ` ' 3c aY�g'. ' .'t b,->fsrl� j 4 ''he 12" Dowels for CMU Will Line 1 Reference Drawing(s): Note on S-2.1 cry t�•^. 7% ,,-< . 1. 4 �f. ,! t ' rl}rri�;JcYt J�1'i ,Va rtL l� g. 4..y�` .}`a 'i r r,M} � S .a.', s ' �4 f'/``�1�'Ar � � �'f 11i1 t♦ t lyi�lY � 1 ! tl �nn�Y�1 � �1. k ! 7& Ijl� Sy'�7.1, �`f�Y' � t. � � l ./'l'1: >✓ �t 1 1..Xv'+;7J. ti...�.�. � .E�nr rF.�k3' 0 ,.< t 9 4 t r. h"r YYY`l 7 • S Base Material Condition ® Good Drill Bit Type ® Carbite, Roto Hammer Hole Diameter/Depth ® 3/4"/4" Hole Cleanliness Clean Anchor Spacing/Edge Distance Anchor Type ® Grade 60 Rebar Anchor Diameter/Length ® 5/8"/34" 12 at Overhead Dowels) Anchor Embedment 4" Adhesive Type Simpson Set Pac EZ Adhesive Expiration Date ® 9-30-12 Adhesive ICC-ES Report ® 1772 Other ❑ The above Items were conforming ® Nonconforming items (see below) ❑ Comments: Anchors (dowels) conform with project plans and Simpson's installation instructions. Copies: City of Arlington Synergy Construction,Inc. Carlettl Architects,PS --� Reviewed v- This report shell not be reproduced except In full.without the written approval of GeoTest Services Inc, 2-15-11 I 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com -9- oe OTe 5T 20611 67th Ave. NE, Unit A,Arlington, WA 98223 phone: (360) 733.7318 toll free: (888)251,5276 fax: (360) 733.7418 STRUCTURAL STEEL INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N. MacLeod Ave., Arlington,WA REPORT M SS02 PERMIT M 09-0116 DATE: 3.28-11 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction, Inc. INSPECTOR: TM Type of Inspection: Reinspection of Column Anchor Bolt fcau�� � r�� Li�' �1)�lLhn 12,f7; 1 Q,2 •• k > Y�63 ZY 'i 50.,�� i L S DD !•4� r�'ri� S` rt 's k,� �:i',(�5+��:� > n •t. h S � :�4 'r' $� r. i �'i• n4• .:.: a'+r,. Scl Column Anchor Bolt with Washer and Nut CA /3 Reference Drawing(s) S-2.1 r t'i1 � H 11 'i �1 J l}� t { ^.{ `�r3:'YV34 f Yi'•.g•!`1' ; , �'�c �. Y /.j ` Q 1 i fL�r�ay 6 �yy,� rJ,¢S % S.,Af. �' i � r!� 1 •�' �' '1°y ��. Sw AWS D1.1 AWS WABO ' AWS D1.3 ❑ AISC ❑ AWS-SMAW ❑ AWS D1.4 ❑ AWS-FCAW ❑ IBC ❑ Procedures ❑ AISC ❑ , ASTM A307 Turn-of-Nut s ASTM A325 ❑ Cal.Torque Wrench ❑ a ASTM A490 ❑ Load Indicating ❑ IBC ❑ .n AISC ❑ The above items were conforming ® Nonconforming items (see below) ❑ Comments: Missing nut at the above location was installed, see report SS01 dated 3-21-11. Copies: City of Arlington Synergy Construction,Inc. Carlettl Architects,PS Reviewed by Thle report shell not be reproduced except In full,wllhout the written approval of GeoTest Services,Inc.f2-16-111 a> I r. I I 741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com GeoTeST 2061167hAve.NE, Unit A,Arlington, WA 98223 �OJ phone: (360) 733.7318 toll free: (688)251.5276 fax: (360) 733,7418 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0669 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT#: AA03 PERM IT#: 09.0116 DATE: 3-1-11 CLIENT: City of Arlington PAGE M 1 of 1 CONTRACTOR: Synergy Construction,Inc. INSPECTOR: JN tems))npey V :rM`.1g 4' r (4)HDU11 Hold Downs 4 on 1 Line form A-D (5)HDU14 Hold Downs 5 on D Line for 1-4 Reference Drawing(s): S6.1 Detail 12 M",•..;.u�� i t,, S .+xi.µ�' ! �" ►4 Sr:: ,, ,•� , r •. 'r{_' t' .`i �, 1int +�'� +"'• +' •::l^ .;q r c"y: Sr+ , ;i ,� t.�t.+ �,. CK,i '¢n::, :• 'vi. �' ' ^,t` S' t 'f� i4�Mt��a ! � �>.� .r�, Base Material Condition r® Concrete Drill Bit Type Roto Hammer Hole Diameter/Depth ® 1-1/8"/12" Hole Cleanliness Anchor Spacing/Edge Distance Per Plan Anchor Type ® All Thread Bolts Anchor Diameter/Length ® 1"/2' Anchor Embedment 12" Adhesive Type ® Hilti Hit RE 500 Adhesive Expiration Date ❑ 9-2011 Adhesive ICC-ES Report 1196712262 Other ❑ The above items were conforming ® Nonconforming items(see below) ❑ Comments: GeoTest was on-site as requested to perform special inspection during anchor placement. Anchors were placed per plan and manufacturer's specifications. Copies: City of Arlington Synergy Construction,Inc. Carietti Architects,PS Reviewe bar This re orl shall a ba re rodurod exco I in full vdlhout the written approval or GeoTesl Services,Inc, 2-15-11 741 Marine Drive,Bellingham,WA 98225 www.geolest-inacom e 20611 671h Ave.NE.Unit A.Arlington,WA 98223 CMG OTO T phone:(360)733.7318 foll free:(888)251.5276 fax(360)733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10.0699 ADDRESS: 137 N MacLeod Ave.,Ariinglan,WA REPORT#. CB002 PERMIT#: 09-0116 DATE: 12/13/2010 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: Ryan O'Connor Placement Location: A-E/1-6 Stem Walls Sample Location: 1st Truck Mid Load Field Data: _ Eq.No. Supplier Smokey Point Concrete/Skagit Read Slump,In.(C143) 5.75 Mix# 01600 Air Content,%(C231) Nfr Mix Description 6 Sack 7/8'Agg Unit Weight,pcf(C138) NIT TruckfTicket# 8024/2087816 Air Temperature;F 53 Strength Required 3000 psi at 28 days Mix Temperature;F(C1064) 60 Quantity Placed,cy 13 Field Cure Temperature,"F 71-53 Time Batched 12:34 PM Water Added on Job,gals Time Sampled 1:29 PM Water Requested by Laboratory Data: Lab Test Age': Test : Total Load ?Com9�s(pV) L_No. 1 (Days) Date (Ibs in Str�n'th :;il �. > 11 4416 7 12-20 48870 12.67 3890 TYPE 4: 4417 28 01-10 69380 12.69 5470 TYPE 4: 4418 28 01-10 66680 12.69 5410 TYPE 3: 4419 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes I n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes nit: not tested Test Reference ASTM C31/C39/C172 Comments: GeoTest was on-site to perform concrete quality sampling and testing. Concrete was placed via pump truck,mechanically consolidated and hand finished. Rebar was inspected prior to the pour and was found to conform to plans,see GeoTest's inspection report IR01,dated 12-13-10. COPIES:Cadetd Architects,P.S.City OF Arington Synergy ConstruclIm Inc. Ravlewed by This sport shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. The above lest results relate to the sample(or location)tested, .ti I ■ 1 741 Marine Drive,Beflingham,WA 98225 www.geotest-ino.com G G OTe StT 20611 67th Ave.tvE.Unit A.Arlingfon,WA 96223 phone:(360)733.7318 toll free:(888)251.5276 fax.(300)733.7418 Inspectlon Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave„Arlington,WA REPORT#: I11001 PERMIT#: 09-0116 DATE: 1 211 3/201 0 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: Dan Weaver INSPECTION OF:Reinforcing Steel Placement Comments: At the following location the stem wall elevator walls and interior spread footing reinforcing steel was in place and found to conform with#B/S3.2 and#S/S3.1: 1-6 and A-D GeoTest will be on-site during concrete placement to sample,test and monitor concrete placement. COPIES:Cartegl Architects,P.S.City o1 Arlington Synergy Construcllon Inc. %viowed by This report shall not he reproduced except In lull,without the written approval or OaoTosl Services,Mo. i 741 Marine Drive,Bellingham,WA 98225 www.geotest-inc.com GeoTe m 20611 671h Ave.NE.Unit A.Arlington,WA98223 phone:(360)733.7316 toll free:(888)251.5276 fax.(360)7,93.7418 Concrete inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave„Arlington,WA REPORT#: CB001 PERMIT M 09-0116 DATE: 12/8/2010 CLIENT: City of Arlington PAGE#: 1 of i CONTRACTOR: Synergy Construction Inc. INSPECTOR: Tim Martin Placement Location: Continuous Footing,Spread Footing(2)North Wall Line,Elevator Pit Slab Sample Location: 1st Truck at Chute-Elevator Slab,West Half of Continuous Footings Field Data: Eq.No. Supplier Smokey Point Concrete!Skagit Read Slump,in.(C143) 5.50 Mix# 01500 Air Content,%(C231) NFr Mix Description 5 Sack 7/8°Agg Unit Welght,pof(C138) Nfr TrucWTicket# 809312087750 AirTemperatura,F 50 Strength Required 3000 psi at 28 days Mix Temperature;F(C1064) 67 Ouantlty Placed,cy 22.5 Field Cure Temperature,°F Time Batched 11:06 AM Water Added on Job,gals 5 Time Sampled 11:39 AM Water Requested by Finishers Laboratory Data: Lab Test Age Test Total Load Area Compressive �Remarks - No. (bays) Date Ibs) (in!) Strength 4326 7 12-15 48240 12.57 3840 TYPE 2: 4327 28 01-05 0 0.00 0 4328 28 01-05 0 0.00 0 4329 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31lC39/C172 Comments: Reinforcing steel was found to conform with schedule on S2.1,details on 83.1,S3.2 and anchor bolt schedule on S6.1. Concrete was placed with a boom pump and was mechanically consolidated. OOPIES:Cadedl Architects,P.S.Chy of Adinglon Synergy Construction Inc. Revlewed by This report shall not be reproduced except In full,without the written approval of GacTest Services,Inc. The above lest results relate to the sample(or location)tested. I •� I 741 Marine Driva,BeNingham,WA 98225 www.geolest-inc.com k ti 206r i 671h Ave.NE.Unit A.Arlington,WA 98223 ! ,1 V 0 1T phone:(360)733,7318 roil free:(888)251.5276 fax.(360)733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N MacLeod Ave.,Arlington,WA REPORT#: CB001 PERMIT#: 09-0116 DATE: 12/8/2010 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction Inc. INSPECTOR: Tim Martin Placement Location: Continuous Footing,Spread Footing(2)North Wall Line,Elevator Pit Slab Sample Location: 1st Truck at Chute-Elevator Slab,West Half of Continuous Footings Field Data: Eq.No. Supplier Smokey Point Concrete/Skagit Read Slump,In.(C143) 6.50 Mix @ 01500 Air Content,%(C231) NIT Mix Description 5 Sack 7/8"Agg Unit weight,pof(C13B) N/T Truckfflcketq 809312087750 Air Temperature,"F 50 Strength Required 3000 psl at 28 days Mix Temperature;F(C1064) 67 Quantity Placed,cy 22.5 Field Cure Temperature,°F Time Batched 11:08 AM Water Added on Jab,gals 5 Time Sampled 11:39 AM Water Requested by Finishers Laboratory Date: Lab Test:Age Test Total Load Area Compressive._'q { • Y �; ,,l�t�a t ,'� 't " No (Days) Date {Ibs) (in') Strength(psi) 4326 7 12-15 48240 12.57 3840 TYPE 2: 4327 28 01-05 65170 12.63 5160 TYPE 5: 4328 28 01-05 70490 12.63 5580 TYPE 3: 4329 Hold 00-00 0 0.00 0 Reinforcement Inspection Yes n/a:not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C172 Comments: Reinforcing steel was found to conform with schedule on S2.1,details on S3.1,S3.2 and anchor bolt schedule on S6.1. Concrete was placed with a boom pump and was mechanically consolidated. COPIES:CadelH AroNlecta,P.S.City of Adlnpton Synergy Conolmcllon Inc, Revlewed by This repcd shall notbe reproduced except In full,w1thoul the wdBen approval or OeoTastServlces,Ina The above test zesulls relate to the sample(orlocaron)tooted. 741 Marine Drive,Bellingham, WA 98225 www,geotest-inc.com �0 ' (JeoTegiT 20611 67"Ave. NE, Unit A,Arlington, WA 98223 phone: (360)733.7318 toll free: (688)251.5276 fax: (360) 733.7418 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB M 10-0699 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT#: AA01 PERMIT#: DATE: 12-7-10 CLIENT: City of Arlington PAGE M 1 of 1 CONTRACTOR: Synergy Construction, Inc. INSPECTOR: TM Al ,.' •'' >iz r, t3 > y, .a i k { N, ! 24 E oxied Dowels at Existing Footing Line 1 /AA-D Reference Drawings): Detail#7 on S3.2 y � p't'•. ,l�{d'� u wrtll'11eiM 4 tamd p •e R*y` t MpC �y t Base Material Condition ® Satisfactory Drill Bit Type Hole Diameter/Depth ® 3/4"/4" Hole Cleanliness Brushed/Blown Clean Anchor Spacing/Edge Distance Anchor Type ® #5 Rebar Anchor Diameter/Length ® 5/8"/16" Anchor Embedment 4" Adhesive Type ® Simpson Epoxy-Tie Adhesive Expiration Date ® 9-30-11 Adhesive ICC-ES Report 1772 Other ❑ The above items were conforming ® Nonconforming items(see below) ❑ Comments: The above epoxied dowels were found to conform with project plans and manufacturer's instructions. Copies: City of Arlington Synergy Construction,Inc. COW Architects,PS Rev by This re o;t shall nol bur. cdu¢ed exco !In full wtthmi Iho wdtten approval of GeoTeet Services Inc. � i 741 Marine Drive, Bellingham, WA 96225 www.geotest-inc.com G G'OTG 5T 20611 67"Ave.NE, Unit A,Arlington, WA 98223 phone: (360) 733,7316 toll free: (888)251.5276 fax: (360) 733.7418 SOILS OBSERVATION REPORT PROJECT: Arlington Fire Station#46 JOB M 10-0699 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT#: S002 PERMIT P DATE: 12-7-10 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Constructlon, Inc. INSPECTOR: TM OBSERVATION OF: Re-inspection of Elevator Pit Footing/Slab Subgrade GeoTest was on-site to re-inspect the subgrade on the elevator pit footing/slab. See soil observation report S001, dated 12-6-10. A 5'x 5'area of elevator pit was over-excavated 2' due to poor native material soil. The area was then backfilled in small lifts; each lift was compacted with a hoe pack. The contractor used native silty sand with gravel material from on-site stockpile. The area was retested using a 3/8" pointed steel rod. Minimum penetrations suggest the area is firm and backfill process being performed correctly suggest the area is suitable for the proposed construction. Copies: City of Arlington Synergy Construction,Inc. Carletti Architects,P5 f( , Review This report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. GeoTesra representatives are on-site to observe,test and prWde recommendations. The Contractor retains sole responsibility for the methods,operations and sequences of . construction,Including obtaining approval from the design authority and owner prior to proceeding with any change In the work scope endlor any associated costs. I I 741 Marine Drive,Bellingham, WA 98225 www.gootest-inc.com �- O OTe 5T 20611 &'Ave.NE, Unit A,Arlington, WA 98223 phone; (360) 733.7318 toll free: (668)251.5276 fax: (360) 733,7418 SOILS OBSERVATION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT#: S001 PERMIT#: DATE: 12-6-10 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction,Inc. INSPECTOR: TM OBSERVATION OF: Footing Subgrade GeoTest was on-site as requested by contractor. Subgrade appears firm and unyielding at continuous footings at 1-61 A-E and elevator pit footing/slab with the exception of north and east sides of the elevator footing/slab, soil appears not consistent with other locations. All locations were probed with a 3/8" pointed steel rod. At continuous footing locations 3"-5" penetrations suggest native soil was suitable for the proposed construction. At elevator pit 2' penetrations suggest that over-excavation of 2' and backfill with stockpiled (on-site) material would be recommended to attain consistent bearing capacity. Copies: City of Arlington Synergy Construction,Inc. Carlettl Architects,PS ��l '� .� I•n�r Iw(t Re t w d by CC This report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. GeoTest's representatives are on-site to observe,lest end provide recommendations.The Contractor retains sole responslblllty for the methods,operations and sequences of construction,including obtaining approval from the design authority and owner prior to proceeding with any change in the work scope and/or any associated costs. ., - _ - �� ,} � I City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING #8 MEETING DATE: March 30,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter- Carletti Architects,P.S. Peter Carletti- Carletti Architects, P.S. Emily Barevics—Synergy Construction, INC. Chad Stewart- Synergy Construction, INC. Sherri Phelps- City of Arlington Tom Cooper- City of Arlington Paul Ellis—City of Arlington BFI's: RFI's#1-7 answered. #8 and#9 awaiting direction ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE ORDERS Change order#1 and#2 are signed and approved. SCHEDULE Synergy to Submit updated Schedule. A week has been missed due to weather. CONSTRUCTION ACTIVITIES Brick is almost done. All storefront frames are in place. Elec. and mech. Rough in should be done within the next few weeks. OLD BUSINESS: 2.07 Carletti Architects to coordinate with DCI on options to reduce the width, reinforcing and toe size of the retaining wall. Options include geo-fabric or supporting buttresses. This will be developed into two sections and two COP's. One for the retaining wall to the North of the existing retaining wall and one for the South. This way Synergy can proceed with work for the north wall as part of the slab pour. UPDATED 3/16/11: All revised drawings issued to Synergy to price. 6.02 The owner decided to move the athletic flooring from the second floor and to have it placed in the current exercise area. The second floor will receive carpet in lieu of athletic flooring. Carletti Architects to develop a sketch to show how athletic flooring will fit in the current exercise area. UPDATED 3/16/11: It was decided to go with a Centiva vinyl sheet tile for the second floor dayroom and hallway. Synergy to provide COP which includes the added sheet tile plus a deduct for the carpet which will be removed as a result. Switching to Broadloom carpet will also be looked at to potentially save more money. n .� I City of Arlington FS#46Addition Meeting Minutes #6 March 30, 2011 7.01 Tom will talk to Paul on potentially revising the signage at the main entrance to state "Station #46". Owner also will decide and give direction to pursue a cost to add lighting for the signage. UPDATED 3130111: Cut sheet of a light was given to Synergy to develop some pricing numbers. If cost is reasonable City will add lights for the signage. 7.02 Carletti Architects to look at further details for the antenna conduits and weather heads as part of the original documents UPDATED 3130111: It was determined that stubbing the conduits 3' above the roof deck would be acceptable at this time. 7.03 Synergy pointed out that the existing beam at the large overhang of the apparatus bays is sagging beyond acceptable standards. After some discussion on site it was decided to put in a new wood post to support the beam. Carletti Architects to coordinate with structural to develop a sketch for Synergy to price and proceed. UPDATED 3130111: Sketch has been given to structural for their mark ups. NEW BUSINESS: 8.01 The owner expressed the need for a dedication plaque for the building. Carletti architects to research options for this plaque. Synergy to look at possibly recessing the plaque in the brick. 8.02 Tom noted that only privacy locks would be needed for the sleeper rooms. During the hardware b submittal it was noted that the sleepers should have a keyed lock but this has been overturned. 8.03 It was agreed that Synergy is to proceed with the Telecom changes prior to a COP being issued and approved. This will help keep the electrician on task. 8.04 The storage yard across from the site may be going away in a few weeks. Paul is to research with the owner in a drop dead date the Synergy must move their stuff out. Worst case scenario Tom will move some stuff in the apparatus bays to allow Synergy extra storage area. 8.05 Samples of the cementations siding in the apparatus bays and bunk house were collected to have tested by Phillips Environmental for Asbestos. 8.06 Carletti Architects to verify locations of the disconnects for the Gear Dryer and Extractor. 8.07 Rooms 203 and 205 have issues for piping the condensate drains for the split system. To avoid cost implications Synergy would like to pipe these drains to tie into a 3/4" drain on the first floor. Carletti Architects to verify that it would be acceptable method with Rice Group. r 1 City of Arlington FS#46 Addition Meeting Minutes #6 March 30, 2011 NEXT MEETING: The next meeting will be Wednesday,April 13, 2011 at 2:00 pm. Please report any corrections or additions to these minutes to the office of Carletti Architects, P.S. within two days of receipt. CC: All present Jake Dahl—Cascade Surveying&Engineering, Inc. Troy Bean—DCI Engineers Craig Strainer—DCI Engineers Duane Lewellen—Rice Group Ken Kok—Ken Kok Electrical Patrik Dylan—Eccos Design Paul Snell—Synergy Construction, INC. Earl Anderson- City of Arlington Paul Ellis—City of Arlington Peter Carletti - Carletti Architects,P.S. Daryn Johnson—Synergy Construction, INC. 1 :� I City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#7 MEETING DATE: March 16,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter- Carletti Architects, P.S. Daryn Johnson—Synergy Construction, INC. Emily Barevics—Synergy Construction, INC. Chad Stewart- Synergy Construction, INC. Sherri Phelps- City of Arlington Tom Cooper- City of Arlington BFI's: RFI's#1-7 answered. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE ORDERS Change order#1 was signed and approved. SCHEDULE Synergy to Submit updated Schedule. A week has been missed due to weather. CONSTRUCTION ACTIVITIES HVAC and electrical rough in has started, Tyvek is going up. Window frames and brick should start next week. OLD BUSINESS: 2.07 Carletti Architects to coordinate with DCI on options to reduce the width, reinforcing and toe size of the retaining wall. Options include geo-fabric or supporting buttresses. This will be developed into two sections and two COP's. One for the retaining wall to the North of the existing retaining wall and one for the South. This way Synergy can proceed with work for the north wall as part of the slab pour. UPDATED 3/16/11: All revised drawings issued to Synergy to price. 4.01 City to coordinate with Action Wireless on two items. One will be the removal and temp pole for the fire antennas. Second item is to verify with Action wireless that the items covered in the drawings and specs will cover the needs of the Fire Department for their antennas. UPDATED 3/16/11: Tom has PDF's of the electrical drawings to coordinate with their provider 5.02 Tom Cooper will confirm locations for all five fire extinguishers to be placed within the addition. UPDATED 3/16/11: Ongoing 6.01 Reviewed casework and countertop submittals were given to Tom for his review. It was also noted that Tom needed to gather information on the owner supplied equipment. City of Arlington FS#46Addition Meeting Minutes #6 March 16, 2011 UPDATED 3/16/11: This information has been forward to Carletti Architects. Carletti Architects to review and forward comments to Synergy. 6.02 The owner decided to move the athletic flooring from the second floor and to have it placed in the current exercise area. The second floor will receive carpet in lieu of athletic flooring. Carletti Architects to develop a sketch to show how athletic flooring will fit in the current exercise area. UPDATED 3/16/11: Sketch issued to Tom and Synergy for their review. Tom would like to look at the cost of using a linoleum or sheet vinyl tile in lieu of carpet. Carletti Architects to do some research on products to forward to Synergy for costs. NEW BUSINESS: 7.01 Tom will talk to Paul on potentially revising the signage at the main entrance to state "Station #46". Owner also will decide and give direction to pursue a cost to add lighting for the signage. 7.02 Carletti Architects to look at further details for the antenna conduits and weather heads as part of the original documents 7.03 Synergy pointed out that the existing beam at the large overhang of the apparatus bays is sagging beyond acceptable standards. After some discussion on site it was decided to put in a new wood post to support the beam. Carletti Architects to coordinate with structural to develop a sketch for Synergy to price and proceed. 7.04 Synergy noted that door#16 is located in an existing CMU wall. The plans call out for the new door to be 7'-0"tall however the existing door is 6'-8". It is acceptable for the new door to be 6'8"to match existing. 7.05 There is a conflict with the Door#11 and the key pad which is to be installed on it. This door as called out has a 3.5" frame. This frame will need to be upgraded to a 5" stile frame to accommodate the key pad. NEXT MEETING: The next meeting will be Wednesday, March 30, 2011 at 2:00 pm. Please report any corrections or additions to these minutes to the office of Carletti Architects, P.S. within two days of receipt. CC: All present Jake Dahl—Cascade Surveying&Engineering, Inc. Troy Bean—DCI Engineers Craig Strainer—DCI Engineers Duane Lewellen—Rice Group Ken Kok—Ken Kok Electrical Patrik Dylan—Eccos Design Paul Snell—Synergy Construction, INC. Earl Anderson- City of Arlington Paul Ellis—City of Arlington Peter Carletti - Carletti Architects,P.S. City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#1 MEETING DATE: December 15, 2010 MEETING TIME: 2:00pm PRESENT: Quientin Sutter- Carletti Architects,P.S. Peter Carletti-Carletti Architects,P.S. Chad Stewart—Synergy Construction, INC. Emily Barevics—Synergy Construction, INC. Paul Snell—Synergy Construction, INC. Paul Ellis—City of Arlington Tom Cooper- City of Arlington Sherri Phelps- City of Arlington RFI's: BFI's 41-3,5 have been answered. RFI#4 and#6 to be discussed. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: Concrete and Rebar received and reviewed,see log CHANGE ORDER PROPOSALS COP#3 was approved CHANGE ORDERS None received to date SCHEDULE dated Schedule. Everything is on Schedule. Synergy to Submit updated CONSTRUCTION ACTIVITIES Footings and Stem walls are in place. Vapor barrier and rebar to commence on Monday. Slab should be poured around the 27"'. Under ground utilities are going in along with the waterlines. OLD BUSINESS: NEW BUSINESS: 1.01 RFI#4 was discussed in regards of the domestic fire aterline. Team lineline out the east side of the building since the s discussed the feasibility of re routing the domestic water a contractor has dug up that area. Synergy feels that routing those ne run ltems in under thelat area bu would work and the city feels it is a better option than having the fire prepared COP #3 which priced the work to do this change and it was approved and signed. - City of Arlington FS#46Adaw n Meeting Minutes #1 December 15, 2010 1.02 Synergy mentioned that there may be some issues with the elevation of final sidewalk and the elevation of the top of the existing footing at the retaining wall. Synergy is to do some more investigation and prepare a RFI with their findings. 1.03 There is an issue with providing water to the existing bunkhouse. Provisions need to be made to supply the existing bunkhouse with water so it can remain operational until the addition is opened. Two options were discussed. Option 1: Extend a temporary service from the new fire hydrant to the bunk house. Option 2: Add a new tap to the new waterline to run to the existing meters. After which the meter will remain in the new sidewalk with a traffic rated lid. This option would take place if the new hydrant for the site is not required by the city. 1.04 RFI#6 was discussed to determine what was needed for all the underground utilities. Per discussions with the owner: Verizon will remain per plan, unless verification is made that Verizon can demark from the North Pole. If so the Verizon service will move to the north pole as well. The 2" Fiber conduit and the 2" Comcast conduit shall be relocated to come off the north pole and run into the existing electrical room of the apparatus bays. The 2" Fiber optics conduit will become a future conduit. 1.05 Carletti Architects will review and respond to the city's building comments and redline set. 1.06 Carletti Architects to contact Tim Chylla at Geo-Test for an update on the report for the retaining wall. 1.07 Synergy asked what would be required for special inspections. The special inspections listed on the structural drawings differ from what the city requires. It was agreed that the inspections required by the city would be enforced. NEXT MEETING: The next meeting will be Wednesday, January 5th, 2010 at 9:00 am. Please report any corrections or additions to these minutes to the office of Carletti Architects, P.S. within two days of receipt. CC: All present Jake Dahl—Cascade Surveying & Engineering, Inc. Troy Bean—DCI Engineers Craig Strainer—DCI Engineers Duane Lewellen—Rice Group Ken Kok—Ken Kok Electrical Patrik Dylan—Eccos Design •y City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#3 MEETING DATE: January 19,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter - Carletti Architects, P.S. Peter Carletti - Carletti Architects, P.S. Paul Snell—Synergy Construction, INC. Emily Barevics—Synergy Construction, INC. Daryn Johnson—Synergy Construction, INC. Paul Ellis—City of Arlington Tom Cooper- City of Arlington Sherri Phelps- City of Arlington Earl Anderson- City of Arlington BFI's: BFI's#1-7 answered. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE ORDERS Change order#1 was signed and approved. SCHEDULE Synergy to Submit updated Schedule. Some days have been missed due to weather. CONSTRUCTION ACTIVITIES Framing started on Monday. Work is commencing on the new water line which is planned to be finished in a few weeks. OLD BUSINESS: 1.02 Synergy mentioned that there may be some issues with the elevation of final sidewalk and the elevation of the top of the existing footing at the retaining wall. Synergy is to do some more investigation and prepare a RFI with their findings. UPDATED 1/19/11: This RFI has been answered. It was determined that the existing flat work could be removed for the new sidewalk pour. This should eliminate any elevation issues. 2.01 Concern was brought up on coordination of tapping into the new main water line and coordinating with surrounding properties. The main water will be turned off during the work and Synergy will need to minimize the install time. UPDATED 1/19/11: This work is commencing and should be completed in a few weeks. 2.02 It was decided that with the waterline revision that the water meters will be moved south from their original location. However they will not be placed so far south as to be adjacent to the main walkway into the building for aesthetic reasons. UPDATED 1/19/11: Waiting final placement of meters. City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#3 MEETING DATE: January 19,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter - Carletti Architects,P.S. Peter Carletti - Carletti Architects, P.S. Paul Snell—Synergy Construction, INC. Emily Barevics—Synergy Construction, INC. Daryn Johnson—Synergy Construction, INC. Paul Ellis—City of Arlington Tom Cooper- City of Arlington Sherri Phelps- City of Arlington Earl Anderson- City of Arlington RFI's: RFI's#1-7 answered. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE. ORDERS Change order#1 was signed and approved. SCHEDULE Synergy to Submit updated Schedule. Some days have been missed due to weather. CONSTRUCTION ACTIVITIES Framing started on Monday. Work is commencing on the new water line which is planned to be finished in a few weeks. OLD BUSINESS: 1.02 Synergy mentioned that there may be some issues with the elevation of final sidewalk and the elevation of the top of the existing footing at the retaining wall. Synergy is to do some more investigation and prepare a RFI with their findings. UPDATED 1/19/11: This RFI has been answered. It was determined that the existing flat work could be removed for the new sidewalk pour. This should eliminate any elevation issues. 2.01 Concern was brought up on coordination of tapping into the new main water line and coordinating with surrounding properties. The main water will be turned off during the work and Synergy will need to minimize the install time. UPDATED 1/19/11: This work is commencing and should be completed in a few weeks. 2.02 It was decided that with the waterline revision that the water meters will be moved south from their original location. However they will not be placed so far south as to be adjacent to the main walkway into the building for aesthetic reasons. UPDATED 1/19/11: Waiting final placement of meters. City of Arlington FS#46 Remodel Owner/Contractor/Architect Meeting Minutes MEETING#4 MEETING DATE: February 2,2011 MEETING TIME: 2:00pm PRESENT: Quientin Sutter- Carletti Architects, P.S. Peter Carletti - Carletti Architects,P.S. Emily Barevics—Synergy Construction, INC. Chad Stewart- Synergy Construction, INC. Paul Ellis—City of Arlington Sherri Phelps- City of Arlington Earl Anderson- City of Arlington RFI's: RFI's#1-7 answered. ARCHITECTURAL REVISIONS: See updated log SUBMITTALS: See log CHANGE ORDER PROPOSALS See Log from Synergy CHANGE ORDERS Change order#1 was signed and approved. SCHEDULE Synergy to Submit updated Schedule. A week has been missed due to weather. CONSTRUCTION ACTIVITIES First floor framing is complete. New water main is in place and connections with customers have been restored. Structural steel is in place. Second Floor Framing should be complete next week. OLD BUSINESS: 1.02 Synergy mentioned that there may be some issues with the elevation of final sidewalk and the elevation of the top of the existing footing at the retaining wall. Synergy is to do some more investigation and prepare a RFI with their findings. UPDATED 2/2/11: This RFI has been answered. It was determined that the existing flat work could be removed for the new sidewalk pour. This should eliminate any elevation issues. 2.02 It was decided that with the waterline revision that the water meters will be moved south from their original location. However they will not be placed so far south as to be adjacent to the main walkway into the building for aesthetic reasons. UPDATED 2/2/11: Waiting final placement of meters. 2.06 Tom has requested a COP for a gas stub out to hook up a BBQ at the front patio. Rice Group will develop a sketch to forward to Synergy for pricing. UPDATED 2/2/11: Waiting for cost from Synergy. 2.07 Carletti Architects to coordinate with DCI on options to reduce the width, reinforcing and toe size of the retaining wall. Options include geo-fabric or supporting buttresses. This will be developed into c> 1 City of Arlington FS#46Addition Meeting Minutes #4 February 2, 2011 two sections and two COP's. One for the retaining wall to the North of the existing retaining wall and one for the South. This way Synergy can proceed with work for the north wall as part of the slab pour. UPDATED 2/2/11: Site plan sketch was approved by Paul. Sketch will be issued as a formal AR-6. Revised heights will be determined by the civil engineer after which Synergy can provide a COP for these changes. 3.01 Carletti Architects to look at switching out the site light poles to a more cost effective pole to be approved by the city. UPDATED 2/2/11: It was mentioned that steel light poles would be significantly less expensive however they will require more maintenance. Synergy to provide cost differences between Steel, concrete and Aluminum poles. NEW BUSINESS: 4.01 City to coordinate with Daywireless on two items. One will be the removal and temp pole for the fire antennas. Second item is to verify with Daywireless that the items covered in the drawings and specs will cover the needs of the Fire Department for their antennas. 4.02 Clarification was needed with the specs. Under Metal Wall Panels of the specs, #30 felt is called out as an underlayment. However this shall be Tyvek Commercial Wrap. 4.03 Carletti Architects indicated that Synergy needs to contact and coordinate a meeting with the Tyvek representative to go over warranty items. Synergy Construction to have Carletti Architects make a site visit to inspect window wrap openings before installation of siding. 4.04 Synergy Construction to look at possible options to reuse the existing overhead doors rather than installing new ones. They will get a few quotes to determine if there is a significant cost savings. NEXT MEETING: The next meeting will be Wednesday,February 16,2011 at 2:00 pm. Please report any corrections or additions to these minutes to the office of Carletti Architects, P.S. within two days of receipt. CC: All present Jake Dahl—Cascade Surveying&Engineering, Inc. Troy Bean—DCI Engineers Craig Strainer—DCI Engineers Duane Lewellen—Rice Group Ken Kok—Ken Kok Electrical Patrik Dylan—Eccos Design Paul Snell—Synergy Construction, INC. Daryn Johnson—Synergy Construction, INC. Tom Cooper- City of Arlington +. I - R FIRE SPRINKLER PERMIT APPLICATION Department of Community Development City of Arlington- 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 - FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4) SETS OF COMPLETE AND SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE(3) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ( ) New Fire Sprinkler ( ) Fire Sprinkler Add/Alt � Underground Fire Line Project Address: rs7 �U ' "` ��uv n✓-e Parcel ID#: Project Valuation: Number of Heads: Building Area(Sq Ft): Owner: r .A,4 nt A r I r _ Phone Number: ' Address: �� { 1T1����City: 941,64mState: Zip Code: J�g d/`3 Contact Person:may! a tit � �q I 1 1, _Phone Number: � '-iO3 -' 4160 Cell Phone: �'��1�� 1 o '3 t Fax:(3L0)yp-5— e/6 b S E-mail: p(LLI S W1.A�1��A.,V11.6t) Address: City: ___State: Zip Code: Contractor 1t(0-AeJ P, o re- 6t�Q 'Pt,61tC.41 Phone Number: L a � SG Address: 19 �7 r f�"�P City: � V;Ile State: Zip Code; Contractor's License Number:—,OLANFp/99B4 Expiration: �z I hereby certlfy that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. Applicants Signature Date `l Print Applic his Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-131 Page 1 of 1 7110CJY A I I I r Em D C I MI en � inee� s o Seattle o Everett Spokane as Portland r' San Diego U Austin December 17, 2010 To: City �of Arlington 238 North Olympic Avenue Arlington, WA 98223 Re: Arlington Fire Station#46 Remodel: Building Department: Below you will find my new and current Structural license stamp as requested for your review. This should take place of the current wet stamp on the permit drawings that were submitted 3-31-09. The State of Washington no longer requires the inclusion of the expiration date on the stamp and hopefully will eliminate this issue moving forward. My license has been in full effect since inception and has a renewal on the biemiium. Thank you. E. r i DCI Engineers < 't�`��of w''sf��,y'�'�hr� CO ' z �o �2 9759 G AL Sincerely, Troy E. Bean, F.E., S.E. Principal 818 Stewart Street, Suite 1000 Seattle,Washington 98101 Phone(206)332-1900 S e r v i c e I n n o v a t i o n V a I u e �f I I I \ / 1 CARLETTI ARCHITECTS, P.S. architecture, interior,design &planning December 17, 2010 Paul Ellis City of Arlington 238 North Olympic Avenue Arlington, WA 08223 Reference: Fire Station#46 Remodel Dear Paul: The following is in response to a correction checklist with,regards to the above referenced prof ect. 1. See attached letter with updated structural stamp. 2. We will comply with UL-listed assembly requirements. 3. All the doors in the corridor on the second floor shall meet a 20-minute rating. 4. Sheet MLI calls out hose bibs to be"Anti siphon"which meets plumbing code for a vacuum break. 5. The commissioning report/system balancing is covered in the spec book. See spec section 15010-7 paragraph 3-.08 Commissioning. 6. The headers shown on the Structural drawings override the Architectural drawings. The Architectural headers are for referenced only. The headers called by Structural will fit the space requirements of the project. If you have any questions,please don't hesitate to call me. Sincerely, Quientin Sutter Carletti Architects,P.S. Attachments: Structural letter S:\Arc �0 \C u>;1gt�t �0&d 2e�,rlin pd ,�yt�ty�}n� et�p4lcj' '}{i��ievi qs 4t ejlg4gr 12Fk'7kltos4(N 42 4-5 7 2 6 _ i ,; MDO Proielc�t fNo. Sheet No. E C. I f1 E E R 5 Q l} /l-667 e-, _S ®3 Project � Date Subject Ft TI t-16 PfTRi L —4 p® A TD A,9 TBY I tic-* NOOP '!�T�b Ir 15T W4LL_ \ ALA_ OIL fL-AO 54v�)C-UT (F,)5067 FIST yl.A fj�jt 5H6ft(L 00 4q_ptpk�l SCHll-OJL-e 5 MIA- A-S foss OL F, (P�-T HOOK) I11 111 = � 1 � = Ll W-44 tIr tl� II �, M10 1 M per flu- o�- e7V1 rA 01^11B Ti LL 741 Marine Drive,Bellingham, WA 98225 www.gootest-inc.com GeoTe G JT 20611 67'Ave. NE, Unit A,Arlington, WA 96223 ®r phone: (360) 733.7318 toll free: (888)251.5276 fax: (360)733,7418 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT M AA01 PERMIT M DATE: 12-7-10 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction, Inc. INSPECTOR: TM Z'r r1I91�t� ,'rt p+a `ems , Y �d i rtx4 ••r .; �j'11 'a,.a {�" (24) Epoxied Dowels at Existing Footing Line 1 /AA-D Reference Drawing(s): Detail#7 on S3.2 T:. 't$ eCt fax- 1$ lt 57� y r ��i iJ ? OtTlnle Stir `y�`Vu, ,' Base Material Condition ® Satisfactory Drill Bit Type Hole Diameter/Depth ® 3/4"/4" Hole Cleanliness ® Brushed/Blown Clean _ Anchor Spacing/Edge Distance Anchor Type ® #5 Rebar Anchor Diameter/Length ® 5/8"/16" Anchor Embedment ® 4" Adhesive Type I.Simpson Epoxy-Tie Adhesive Expiration Date ® 9-30-11 Adhesive ICC-ES Report 1772 Other ❑ - The above items were conforming ® Nonconforming items(see below) ❑ Comments: The above epoxied dowels were found to conform with project plans and manufacturer's instructions. Copies: City of Arlington Synergy Construction,Inc. Carletti Architects,PS Rev d by Tlds row(shalt not be reproduoed excopt In full wllhoul tho written approval o!GaoTesl SeNcee Inc. 1 ,� v � G 741 Marine Drive,Bellingham, WA 96225 www.gleotest-inc.com� rj OTC JT 20611 6e Ave.NE, Unit A,Arlington, WA 98223 phone: (360) 733.7318 toll free: (868)251.5276 fax: (360) 733.7418 SOILS OBSERVATION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N. MacLeod Ave.,Arlington,WA REPORT#: S001 PERMIT M DATE: 12-6-10 CLIENT: City of Arlington PAGE M 1 of 1 CONTRACTOR: Synergy Construction,Inc. INSPECTOR: TM OBSERVATION OF: Footing Subgrade GeoTest was on-site as requested by contractor. Subgrade appears firm and unyielding at continuous footings at 1-6/A-E and elevator pit footing/slab with the exception of north and east sides of the elevator footing/slab, soil appears not consistent with other locations. All locations were probed with a 3/8" pointed steel rod. At continuous footing locations 3"-5" penetrations suggest native soil was suitable for the proposed construction. At elevator pit 2' penetrations suggest that over-excavation of 2' and backfill with stockpiled (on-site) material would be recommended to attain consistent bearing capacity. Copies: City of Arlington Synergy Construction,Inc. Carletti Architects,PS Re ew d by This report shall not be reproduced except In full,without the written approval of GeoTesl Services,Inc. GeoTesl's representatives are on-site to observe,lest end provide recommendations.The Contractor retains sole responsibility for the methods,operations and sequences of construction.Including obtaining approval from the design authority and owner prior to proceeding vdih any change In the work scope andfor any assoclated costs. :il � � 4! 741 Marine Drive, Bellingham, WA 96225 www.geotest-inc.com G e OTC G 7T 20611 67rh Ave. NE, Unit A,Arlington, WA 98223 phone: (360) 733.7318 toll free: (886)251.5276 fax: (360) 733,7418 SOILS OBSERVATION REPORT PROJECT: Arlington Fire Station#46 JOB#: 10-0699 ADDRESS: 137 N. MacLeod Ave,, Arlington,WA REPORT#: S002 PERMIT P DATE: 12-7-10 CLIENT: City of Arlington PAGE#: 1 of 1 CONTRACTOR: Synergy Construction, Inc. INSPECTOR: TM OBSERVATION OF: Re-inspectlon of Elevator Pit Footing/Slab Subgrade GeoTest was on-site to re-inspect the subgrade on the elevator pit footing/slab. See soil observation report S001, dated 12-6-10, A 5' x 5'area of elevator pit was over-excavated 2' due to poor native material soil. The area was then backfilled in small lifts; each lift was compacted with a hoe pack. The contractor used native silty sand with gravel material from on-site stockpile. The area was retested using a 3/8" pointed steel rod. Minimum penetrations suggest the area is firm and backfill process being performed correctly suggest the area is suitable for the proposed construction. Copies: City of Arlington Synergy Construction,Inc. Carletti Architects,PS f Review d b This report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. GeoTest's represenlallves are on slte to observe,test and provide recommendations. The Contractor relalns sole responsibility for the methods,operations and sequences of . conatruction,Including obtaining approval from the design authority and owner prior to proceeding with any change In the work scope and/or any associated costs. Contractors or Tradespeople Detail Page 1 of 2 Washington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search ; Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SYNERGY CONSTRUCTION INC UBI No. 601243511 Phone No. (425)488-4500 Status Active Address 14040 Ne 181St License No. SYNERCII01JQ Suite/Apt. City Woodinville License Type Construction Contractor State WA Effective Date 4/18/1990 Zip 98072 Expiration Date 4/18/2012 County King Suspend Date Business Type Corporation Specialty 1 General Parent Company Specialty 2 Unused U-: Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status SCSTRSL926RS SC STRUCTURES LLC Construction General Unused 12/3/2008 12/3/2010 Active Contractor SYNERCG994M5 SYNERGY CONSTRUCTION Construction General Unused 7/25/2001 7/25/2004 Expired GROUP LLC Contractor U-: Business Owner Information I(3 Hide All Name Role Effective Date Expiration Date STEWART, LARRY W President 01/01/1980 STEWART, PAMELA B Secretary 01/01/1980 MCINIMIE,WILLIAM.W Vice President 01/01/1980 03/04/2008 https://fortress.wa.gov/lni/bbip/Result.aspx 11/10/2010 Contractors or Tradespeople Detl it Page 2 of 2 B Bond Information 41) Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date FIDELITY& Until 7 DEPOSIT CO OF 08423608 04/18/2002 Cancelled $12,000.00 12/19/2001 MD Assignment of Savings Information A) No records found for the previous 6 year period 6� Insurance Information Insurance Company Policy Number Effective Expiration Cancel Impaired Amount Received Name Date Date Date Date Date ZURICH 18 AMERICAN GLA399993502 11/19/2009 11/19/2010 $1,000,000.00 11/18/2009 INS CO ZURICH 17 AMERICAN cp03999935 11/19/2008 11/19/2009 $1,000,000.00 11/17/2008 INS CO 16 LIBERTY DGLSF184634025 11/19/2006 11/19/2008 $1,000,000.00 11/16/2007 SURPLUSINS 15 LIBERTY EGLSF01101905 11/19/2005 11/19/2006 $1,000,000.00 11/18/2005 SURPLUS INS ARCH 14 SPECIALTY 72DPC1448800 11/19/2004 11/19/2005 $1,000,000.00 11/18/2004 INS CO 13 ARCH INS CO 72DPC1448800 11/19/2003 11/19/2004 $1,000,000.00 11/25/2003 12 STEADFAST 111803 11/19/2003 11/19/2004 $1,000,000.00 11/20/2003 INS CO 8 Summons/Complaint Information Ad No unsatisfied complaints on file within prior 6 year period S Warrant Information 10 No unsatisfied warrants on file within prior 6 year period Access Oc Washington State Dept. of Labor and Industries, Use of this site is subject to the laws of the state of Aft1Vashintgtotlr, hr<itl ytr r'�.Yrnnunt M4r vqr Washington. https://fortress.wa.gov/lni/bbip/Result.aspx 11/10/2010 �. I Plan Review— Station 46 FYI's Structural Engineer Stamp is expired. Provide new wet stamp and signature for file. ,, Provide UL Assembly number and or other, verifying compliance with fire partitions All doors in corridors on second floor required to be solid core and/or 20-minute rated Hose bibbs required to be AVB or PVB not just freeze proof Commissioning report/system balancing required Headers @ grids 3 and 4 are inconsistent with the Architecturals i �. � • � 1 I TLD 766 q 0 IBC Plan Review COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES Date: 0 y Reviewer: C Building: Jam- /�(, �(i 47 Location /V. Occupancy Class 302 Type of Construction Table 601 Type V provision ? Height & Bldg Area 503.1 Allowed Tabular Area Table 503 ��/ �Mj Allowed Stories Table 503 'ST�f'uJ Allowed Tabular Height Table 503 SW4V Height Modifications 504.1 Tabular Height (feet) Tabular Height (story) Increase Allowed Zda 7 PV?I 21,MOK: (:Y:) N Total Height Allowed 504.2 Z N Mezzanines 505 Y N Area Limitation 505.2 Egress 50 . Open ss 505.4 Area Modifications 506 Area increase rmula Frontage 506.1 (P) pent eter of bldg (F frontage of bldg y 1 1 I f , 1 �1 7 1 t 1 1 1 � 1 �. h � '. r� r 1 1 (W) average spate Single story (300%) MLIlti story (200%) Total Area Allowed per Story OK: N Special Detailed requirements 401.1 Atriums 404 Sprinkler Protection 404.3 Y N Smoke Control 404.4 . Y N Enclosure 404.5 Y N Standby Power 404.6 Y N Interior Finish 404.7 Y N Travel Distance 404.8 Y N Distance Separation 602 Combustible Construction 603 Type I or II Exterior Wall Openings Table 602, Table 704.8 OK: Y N Incidental Use Areas 508.2 Y N Accessory Occupancy 508.3.1 _ _ Y N Mixed Occupancy 508.3 Y N Non-separated 508.3.2 Y N Separated 508.3.3 Y N Fire Walls 705 UL Info Y N Fire Barrier 706 UL Info Y N Shaft Enclosure 707 UL Info Y N Fire Partition 708 UL Info Y Smoke Barriers 709 Y N Smoke Partitions 710 Y N Opening Protectives 715 Y N I ,;:�: .� Fire Blocking 717.2 Y N Draft Stopping 717.3 Y N Thermal & Sound 719 _- N Interior Finishes 801 OK: Y N Fire Protection 901 ��� REQ:cYD N Sprinklers 903 (AMC — 10,OOOsf) REQ: Y N Additional Requirements Table 903.2.13 J Y N Alternative Systems 904 Y N Standpipes 905 REQ: Y N Fire Alarm/Detection 907 REQ: Y N Emergency Alarms 908 REQ: Y N Smoke Control 909 REQ: Y N Smoke and Heat Vents 910 REQ: Y N Fire Command Center 911 REQ: Y N Exits - Occupant Load Floor Area per Occupant Table 1004.1.1 Convergence 1004.5 Egress Width (per occupant) Table 1005.1 Egress Illumination 1006 e5) U N Accessible Means of Egress 1007 A Y N Doors, Gates, Turnstiles 1008 A/ A Y N Doors 1008.1 cr a Door Size 1008.1.1 D�L Door Swing 1008.1.2 0�G Arrangement 1008.1.7 O`L Operation (locks) 1008.1.8 (�`� I I �� ,. i Panic Hardware 1008.1.9 REQ: Y Stairways 1009 �S Width 1009.1 Oki OK: N Headroom 1009.2 G I- OK: Q N Tread /Riser 1009.3 OK: N Vertical Rise 1009.6 �� . OK: N Handrails 1009.10 © /. Ramps 1010 Ll Exit Signs 1011 Off, REQ: Y N Handrails 1012 Guards 1013 _ G� REQ: Y N Exit Access 1014 Intervening Spaces 1014.2 Ok Aisles 1014.4 Exit and Exit Doorways 1015 �(L Exit Access Travel Distance 1016, Table 1016.1 Remoteness 1015.2 Travel Distance 1016.1 G lO6 ),ee,77 ©11C Corridors 1017 /0 h �� Fire Rating Table 1017.1 lltill� c ZV Ibt�d AJ Width 1017.2 Dead ends 1017.3 /t- � OK: Y N .Ge"idrns-t0t7 Table-tOtT 1 Exits 1018 Number and Continuity 1019, Table 1019.2 h � II r • � t• - I I �1 � `t _ .. 1 Vertical Enclosures 1020 Exit Passageways 1021 Horizontal Exits 1022 Exterior Ramps and Stairways 1023 Exit Discharge 1024 Assembly 1025, Table 1025.6.2, Table 1025.10.1 Y N Emergency Escape/Rescue 1026 �- �� / ZD N, N Exit Signs 1011.1 0 Accessibility 1101 Accessible Route 1104 /-� Multi-level Buildings 1104.4 >3,OOOsf with exceptions <-Y-) N Accessible Entrances 1105 Q Y N Parking and Loading 1106 _ d Yam- Y N Dwelling/Sleeping Units 1107 ��C r�() 7��], Y N� C- Special Occupancies 1108 Other Features/Facilities 1109 Signage 1110 r' k Y N Interior Environment 1201 Ventilation 1203 Q N Temperature Control 1204 N Lighting 1205 N Yards and Courts 1206 /� Y N Sound Transmission 1207 STC >50 N Interior Space 1208 Access 1209 Crawls a Athcs N Surrounding Materials 1210 Non-absorbent Y N Exterior Wall 1403 Weather Protection N Materials 1404 Installation of wall Coverings 1405, Table 1405.2 Roof Assemblies 1501 Weather Protection 1503 N Performance requirements 1504, Table 1504.2.1, Table 1504.8 Fire Classification 1505 Materials 1506 Requirements for Roof Coverings 1507, Table 1507.2.9.2, etc. Roof Insulation 1508 Rooftop Structures 1509 Reroofing 1510 Soils and Foundations 1801 & 1802 Engineering Y Excavation, Grading, Fill 1803 Load-Bearing Values 1804 Engineering Y N Footings and Foundations 1805_ OL Slopes Table 1805.3.1 __ Light Weight Construction Table 1805.4.2 Plan Masonry Foundations Table 1805.5 (1) Reinforcement Table 1805.5 (2) — 1805.5 (5) Retaining Walls 1806 . _ _ Dam pproofing/Waterproofing 1807 Pier and Piles 1808 Concrete 1901 Masonry 2101 1 I I Y Steel 2201 Wood 2301 Ot— Conventional Wood Construction 2308.1 Glass and Glazing 2401 Safety Glazing 2406 f� Gypsum Board/Plaster 2501 Plastic 2601 Elevators 3001 Special Construction 3101 Existing Buildings 3401 1 CR ��ermit Review Details Permit: FWD2009.QD64 1000 - P-Cross Conn Premise Isolation Complete? Y 04/30/2009 gtararan 15 No comments for Cross Connection Y Total Time: 15 1002-P-Engineering I Complete? Y 05/13/2009 khale 300 1. A cost estimate was not submitted for the project. Please provide an engineer's Y cost estimate for the site civil work to be done as part of the project. The estimate must be per IRS Means data. 2. Update the water and sewer notes to the current notes on the City of Arlington website. I 3. Provide rockery details and label the top and toe of the wall every 25 feet. 4. The cover Over the storm drainage pipe does not meet City of Arlington Standards. The pipe must be either C900 or ductile iron if there is less than 3'of cover proposed. 5. Please add the project number PWD20090064 to the plans on all sheets. 6. Flow control is not required for this project however water quality is required. 7. The walkway needs to be striped with a wide line per WSDOT Standard Plan M-20.10-01. 8. The radius in the curb return at station 4+20 is not consistent with the City's plan to extend the sidewalk on Macleod. Total Time: 300 1004- P-Engineering II Complete? Y 05/06/2009 mtvang 60 1.Construction notes are out of date.Please download the updated construction notes from Y the City's website. Total Time: 60 1012 -P-Pre-Treatment Complete? Y 04/27/2009 sboyd 15 No comments. Y Total Time: 15 -P-Public Works I — - - — - - Complete? Y v 05/15/2009 Irupert 0 COMMENT LETTER SENT 5-15 09 J Y Total Time: 0 1016 -P-Public Works II Complete? Y 04/29/2009 Itaylor 5 No comments Y Total Time: 5 1020 -P-Sewer Complete? Y 04/28/2009 frapelyea 25 Sheet 7 of 8. Y 1.Add 6"Clean-Out in Frame and Cover located 2 feet outside of building foundation on new 6"Side Sewer."SS 080" 2.Expose and abandon existing Side Sewer Service once service is transferred to the new 6" Side Sewer Stub. 3.Questions and concerns for Sanitary Sewer contact Fred Rapelyea @(360)403-3540 Total Time: 25 1026 - P-Utilities Fees Complete? Y 04/30/2009 rshepard 15 no comment Y Total Time: 15 1028 -P-Water Complete? Y 05/04/2009 eanderson 180 All comments refer to sheet 7 of 8 Y #1 Change#15&#7 to read Install a Temp.2"B/O assembly and blocking.Install accessible valve on Temp.B/O. #2 Change#16 to read,Remove Temp.B/O and valve then connect to the existing 8"MJ Tee. #3 Change#4 to read,lnstall 1-8x4 tee MJxMJxFL 1-4"gate valve FLxFL 1-Blind Flange with /_ 2"IP hole.30'of 2"CTS Poly.Tie-in to existing plastic. #4 On#4 change the existing line to 1 1/2 plastic not poly pipe. 7/13/2009 3:52:04 i'M Page 1 of 2 I 1 1 I #5 Change#9 to read,Remove existing meter box and brass.Return to C.O.A #6 Add to#10,Re-connect the new tail piece to existing. #7 Change#20 to read,Install new 2"CTS poly from existing gate valve to the new meter setter.Install new meter setter T from building. Total Time: 180 1032-P-Utilities I Complete? Y 04/28/2009 gsc:hlagel 15 See Earl's Comments Y Total Time: 15 1034-P-Utilities II Complete? Y 04/30/2009 Dewing 0 See Fred Rapelyea's comments for Wastewater. Y Total Time: 0 1036-P-Utilitiez3 III Complete? Y 05/05/2009 kclarke 60 DI pipe to be used if cover is less than 3' Y Total Time: 60 2000-C-Building I Complete? Y 05/04/2009 cyoung 30 No issues at this time. Y Total Time: 30 2002-C-BuildiIiq II Complete? Y 04/23/2009 sbi:ic;k 20 Provide engineering and details for retaing wall at slope. Y Provide ADA parking sign at ADA stall Total Time: 20 2012-C-Natural Resources Complete? Y 05/04/2009 bblake 5 Protection of the steep slope will be implemented per site visit discussion with Paul Ellis. Y Total Time: 5 2014-C-Planning I Complete? Y 05/04/2009 ypage 0 See kristi comments Y Total Tlme: 0 2016-C-Planning II Complete? Y 05/04/2009 ksherman 20 No landscape plan in civil review packet.A landscape plan needs to be submitted that is Y consistent with the approved land use permit. Total Time: 20 3004-X-Fire Complete? Y 04/29/2009 tcooper 5 No comment for this review Y Total Time: 5 Total Reviews: 18 Total Time: 770 7/13/2009 3:52:04 I'M Page 2 of 2 4� - I 1 N I 1 BLD20090116 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 7 BUILDING PERMIT PERMIT #: BLD20090116 OWNER: FIRE STATION#46-CITY OF ARLIN... STATUS:APPLIED ADDRESS: 137 MACLEOD AVE,ARLINGTON BALANCE: $0.00 f� ISSUED: POSTED: 5/28/2009 � � o SCREENS:I Select Screen... Z FUNCTIONS: Select Permit Function... ALTERATION/REMODEL INTERIOR Reviews Add Review Remove Review Print Close Review ID Description Assigned To Due Date (#) Req? Done? ASSIGN 1014 P-Public Works I LRUPERT 6/11/2009 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 6/11/2009 0 Y I N ASSIGN 1032 P-Utilities I LTAYLOR 6/11/20091 0 Y I N ASSIGN 2000 C-Building I CYOUNG 6/11/2009 0 --Y--I N ASSIGN 2006 C-Community Development I BFECHT 6/11/2009 0 Y N ASSIGN 2014 C-Planning I YPAGE 6/11/2009 0 Y N ASSIGN 2016 C-Planning 11 KSHERMAN 6/11/2009 0 Y N ASSIGN 3004 X-Fire TCOOPER 6/11/2009 0 Y N ASSIGN http://coaweb2/permittrax/PennitTraxMain/wfPermitConsoleReviews.aspx?COMMENT=... 5/28/2009 i NEW COMMERCIAL/MULTIFAMILY PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3447 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: 5+a�%0„ �eM© ` Valuation: Project Address: 13 1 V n Parcel ID#: 0037 �DD50110O Legal Description T 3 I`u S c(z 0037 8 S 00So16(90 C/ Owner: C • �O r n CIUI E i Phone Number: no- Address: City: 4176464 State:bra` Zip Code: Engineer: �GnNl ALP rs Tl�/JvG �1 Phone Number: �•1rJ - �Sa - o ( �j Cell Phone: Fax: L(.25- �S2• !y6 99 E-mail: t6 du-C�1u���' r�• �IaM Address: 3I 1a C.Ot 5T AVE, '4, (oa E .11 City: lrer State:-WA. Zip Code: General Contractor: jo SSE DE TE 01 JAI E b Phone Number: Cell Phone: Fax: E-mail- Address: City: State: Zip Code: Contractor's License Number: /� Expiration: '] Contact Person: C0.c,1e-�I 4Z�'1i 4exb - QQi%EA1kA Phone Number: 0 73 q Cell Phone: Fax: �,/N E-mail ^ r I k fc& . oM Address: (�6 Fi c ary City: l o✓� Veretun State: W/�. Zip Code: 06Q7 Proposed Scope of Work: "fl o� Prc�fQn (� f c�i�1 �� � �ro ✓1 -/b . New 2, S+Lry Clc-'Pfrc) rjIeeper, 4-n..,,,A5 Fc,Gr li-,y. ire �x�,t�i n9 5-I��b•,. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulat ash* Applicants Signature Date Print Applicants Name MAY 2 8 2009 ei�: i�{i5 I ttr.t d FOR STAFF USE ONLY 61'-I)aom I/( I,>* Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—121 Page 1 of 1 04108 sb i OCCUPANT'S STATEMENT OF INTENDED USE Development Project# Permit# Project Name/Tenant JTU��on �� CM04\ Site Address 137 Aaxjez D A/e, Bldg/Unit/Suite IBC Construction Type V--1� IBC Occupancy Type Q R"2 Description of Use FtCY,5 '.n IOA W i (0 b�e_-2 5 Building Square Footage/Yew - LOAD Number of Stories Square Footage Per Floor 'X3 6o SQ,, P4 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping ect...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide de�t+ailson anvof the above checked items: G4mnhle-cS or I�� �^ r�✓�l i n (T KI �C �l�n r� l N Installation,changes,modifications or removal of any of the above may require additional su mitta s, information,or permits during the plan review or construction process. VN� Al -S�� Printed Name of Occupant/Agent Signature of Occupant/Agent Date WEB Forms-117 Page 1 of 1 04/08 sb :1 - ,� I� I I COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3447 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as pant of your submittal documents. Incomplete applications will not be accepted. One(1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ® Five (5) Site Plans One (1) 11"x 17"Site Plan ® Five (5)Architectural Drawings {� One (1) 11 "x 17"Set of Building Elevations ® Five (5) Structural Drawings ® Three(3) Structural Calculations Three (3) Geotechnical Engineering Reports(if applicable) ' —` Two (2) Project Specification Manuals(if applicable) One(1) NREC Code Compliance Forms One (1) Special Inspection Requirements Forms LIM One (1) Occupant's Statement of Intended Use Form `8J One(1) Letter of Verification of Water and Sewer Availability from City of Marysville(if applicable) Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER W COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. Applicant's Signature Date MAY 2 8 2009 COA PERMIT CENTER Web Forms—146 Page 1 of 1 04/08 sb 1 I SPECIAL INSPECTION ` ! AND TESTING AGREEMENT Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3447 PRIOR TO ISSUANCE OFA PERMIT, THIS FORM MUST BE COMPLETED IN ITS ENTIRETYAND RETURNED TO THE CITY FOR APPROVAL. THE COMPLETED FORM MUST HAVE THE ORIGINAL SIGNATURES OF ACKNOWLEDGEMENT OF ALL PARTIES. R�- Name of Project: J ml -0 �4 mo 4+1 Project Address: 1-67 / ( �7� 4ae Owner: Cr�`f � Ae1 i,�lb, - &A Phone Number: ��• ��� y��3 Address: (-.-�_ City:L State: Zip Code: Architect: �Grl� ; A4, ( Phone Number: _, 60- 0311 Address: -A r U4e- A• City:!'lv,_4 Lrao__lState: LJA- Zip Code: { g:273 Engineer: 0&1 r/lHi�et� Phone Number: ��s- S ����- Address: �J�� Cd 6 �`►1JC'. Sut�IUo City: State: WA. Zip Code: �O General Contractor: 70 ►�G b04r_r Mi Phone Number: Address: City: State: Zip Code: DUTIES AND RESPONSIBILITIES Special Inspection Firm Special Inspect s: The Special inspection Firm of fib RE 1)E_015e A IAIK 0 will perform special inspection for the following types of work(separate forms must'be submitted if more than one firm is to be employed). iD Reinforced Concrete ID Bolting in Concrete Pre-stressed Concrete q- a Shotcrete F;E�.r•p�E1V F-_V Structural Masonry I Structural Steel and Welding MAY 2 8 2009 i High-Strength Bolting Spray-Applied Fireproofing in Smoke-Control Systems CQA PEW11T CENTER L7 Other Specify All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: WEB Forms-119 Page 1 of 2 4/08 sb 0'Ia�(--:i Q 11 (0 i 1 SPECIAL INSPECTION AND TESTING AGREEMENT Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: General Contractor: Date: Architect:��c�— Dater Engineer: Date: _ Special Inspection Agency: Date: City of Arlington Building Official: Date: WEB Forms—119 Page 2 of 2 4/08 sb i� COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington o 238 N Olympic Ave. e Arlington, WA 98223 • Phone(360)403 3551 • FAX(360) 403 3447 E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical,plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter(Q-ci.arlington waus. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. &e-- l� bG Signature: � Date: Owner/Owner's Representative Company: C,-r IPA A ( ;" Phone: 03 4 V WEB Forms—147 Page 4 of 4 4/08 sb I I I I COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 ppsf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit five(5)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. 9SITE PLAN —REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects WEB Forms—147 Page 2 of 4 4/08 sb I II t. COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,%NA 98223• phone(360)403 3551 • FAX(360) 403 3447 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, ect. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum Y inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4 Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NO TIE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1. Two completed 2006 Washington State Non-Residential Energy Code Envelope Summary forms WEB Forms—147 Page 3 of 4 4/08 sb r r I BLD20090116 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BLD20090116 3 OWNER: FIRE STATION#46-CITY OF ARLIN... STATUS:APPLIED ADDRESS: 137 MACLEOD AVE,ARLINGTON BALANCE: $0.00 ISSUED: POSTED: 5/28/2009 SCREENS:I Select Screen... FUNCTIONS: Select Permit Function... ALTERATION/RENIODE L INTERIOR Reviews Add Review Remove Revie7w ]1 Print close Review ID Description Assigned To Due Date W Req? Done? ASSIGN 1014 P-Public Works I LRUPERT 6/11/2009 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 6/11/2009 0 Y N ASSIGN 1032 P-Utilities I � � LTAYLOR 6/11/2009 0 Y N ASSIGN 2000 C-Building I CYOUNG 6/11/2009 0 Y N ASSIGN 2008 C-Community Development I BFECHT 6/11/2009 0 Y N ASSIGN 2014 C-Planning I YPAGE 6/11/2009 0 Y N ASSIGN 2016 C-Planning 11 KSHERMAN 6/11/2009 0 1 Y N II ASSIGN 3004 X-Fire ITCOOPER 1 6/11/2009 0 1 Y N I ASSIGN http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?COMMENT=... 5/28/2009 �� I I Permit Review Details utic, Permit: PWD20090064 1000-P-Cross Conn Premise Isolation Complete? Y 04/30/2009 gtararan 15 No comments for Cross Connection Y Total Time: 15 1002-P-Engineering I Complete? Y 05/13/2009 khale 300 1. A cost estimate was not submitted for the project. Please provide an engineer's Y cost estimate for the site civil work to be done as part of the project. The estimate must be per IRS Means data. 2. Update the water and sewer notes to the current notes on the City of Arlington website. 3. Provide rockery details and label the top and toe of the wall every 25 feet. 4. The cover over the storm drainage pipe does not meet City of Arlington Standards. The pipe must be either C900 or ductile iron if there is less than 3'of cover proposed. 5. Please add the project number PWD20090064 to the plans on all sheets. 6. Flow control is not required for this project however water quality is required. 7. The walkway needs to be striped with a wide line per WSDOT Standard Plan M-20.10-01. 8. The radius in the curb return at station 4+20 is not consistent with the City's plan to extend the sidewalk on Macleod. Total Time: 300 1004-P-Engineering II Complete? Y 05/06/2009 mwang 60 1.Construction notes are out of date.Please download the updated construction notes from Y the City's website. Total Time: 60 1012- P-Pre-Treatment Complete? Y 04/27/2009 sboyd 15 No comments. Y Total Time: 15 1014-P-Public Works I Complete? Y 05/15/2009 Irupert 0 COMMENT LETTER SENT 5-15-09 Y Total Time: 0 1016-P-Public Works II Complete? Y 04/29/2009 Itaylor 5 No comments Y Total Time: 5 1020 -P-Sewer Complete? Y 04/28/2009 frapelyea 25 Sheet 7 of 8. Y 1.Add 6"Clean-Out in Frame and Cover located 2 feet outside of building foundation on new 6"Side Sewer."SS 080" 2.Expose and abandon existing Side Sewer Service once service is transferred to the new 6" Side Sewer Stub. 3.Questions and concerns for Sanitary Sewer contact Fred Rapelyea @(360)403-3540 Total Time: 25 1026-P-Utilities Fees Complete? Y 04/30/2009 rshepard 15 no comment Y Total Time: 15 1028 -P-Water Complete? Y 05/04/2009 eanderson 180 All comments refer to sheet 7 of 8 Y #1 Change#15&#7 to read Install a Temp.2"B/O assembly and blocking.Install accessible valve on Temp.B/O. #2 Change#16 to read,Remove Temp.B/O and valve then connect to the existing 8"MJ Tee. #3 Change#4 to read,Install 1-8x4 tee MJxMJxFL 1-4"gate valve FLxFL 1-Blind Flange with 2"IP hole.30'of 2"CTS Poly.Tie-in to existing plastic. #4 On#4 change the existing line to 1 1/2 plastic not poly pipe. 5/29/2009 11:24:36 AM Page 1 of 2 1 1 1 I I V #5 Change#9 to read,Remove existing meter box and brass.Return to C.O.A #6 Add to#10,Re-connect the new tail piece to existing. #7 Change#20 to read,Install new 2"CTS poly from existing gate valve to the new meter setter.Install new meter setter T from building. Total Time: 180 1032 - P-Utilities I Complete? Y 04/28/2009 gschlagel 15 See Earl's Comments Y Total Time: 16 1034 - P-Utilities II Complete? Y 04/30/2009 jewing 0 See Fred Rapelyea's comments for Wastewater Y Total Time: 0 1036 - P-Utilities III Complete? Y 05/05/2009 kclarke 60 DI pipe to be used if cover is less than 3' Y Total Time: 60 2000 -C-Building I Complete? Y 05/04/2009 cyoung 30 No issues at this time. Y Total Time: 30 2002 -C-Building II Complete? Y 04/23/2009 sblack 20 Provide engineering and details for retaing wall at slope. Y Provide ADA parking sign at ADA stall Total Time: 20 2012 -C-Natural Resources Complete? Y 05/04/2009 bblake 5 Protection of the steep slope will be implemented per site visit discussion with Paul Ellis. Y Total Time: 5 2014-C-Planning I Complete? Y 05/04/2009 ypage 0 see kristi comments Y Total Time: 0 2016 -C-Planning II Complete? Y 05/04/2009 ksherman 20 No landscape plan in civil review packet.A landscape plan needs to be submitted that is Y consistent with the approved land use permit. Total Time: 20 3004-X-Fire Complete? Y 04/29/2009 tcooper 5 No comment for this review Y Total Time: 5 Total Reviews: 18 Total Time: 770 5/29/2009 11:24:36 AM Page 2 of 2 i nu� 0-1 j4 , bT)"� ` Permit Review Details PERMITT--v Permit: PWD2O090064 St Ltd bwwub 1000 -P-Cross Conn Premise Isolation �Q ,/) � — ;� Complete? Y / 04/30/2009 gtararan 15 No comments for Cross Connection Y Total Time: 15 1002 - P-Engineering I / Complete? N Total Time: 0 1004 - P-Engineering II Complete? N Total Time: 0 1012 - P-Pre-Treatment Complete? Y /f 04/27/2009 sboyd 15 No comments. Y Total Time: 15 1014- P-Public Works I Complete? N Total Time: 0 1016 - P-Public Works II Complete? Y 04/29/2009 Itaylor 5 No comments Y Total Time: 5 1020 - P-Sewer Complete? Y / 04/28/2009 frapelyea 25 Sheet 7 of 8. Y V 1.Add 6"Clean-Out in Frame and Cover located 2 feet outside of building foundation on new 6"Side Sewer."SS 080" 2.Expose and abandon existing Side Sewer Service once service is transferred to the new 6" Side Sewer Stub. 3.Questions and concerns for Sanitary Sewer contact Fred Rapelyea @(360)403-3540 Total Time: 25 1026 - P-Utilities Fees Complete? Y 04/30/2009 rshepard 15 no comment Y Total Time: 15 1028 - P-Water Complete? Y 05/04/2009 eanderson 180 All comments refer to sheet 7 of 8 Y V #1 Change#15&#7 to read Install a Temp.2"B/O assembly and blocking.Install accessible valve on Temp.B/O #2 Change#16 to read,Remove Temp.B/O and valve then connect to the existing 8"MJ Tee. #3 Change#4 to read,lnstall 1-8x4 tee MJxMJxFL 1-4"gate valve FLxFL 1-Blind Flange with 2"IP hole.30'of 2"CTS Poly.Tie-in to existing plastic. #4 On#4 change the existing line to 1 1/2 plastic not poly pipe. #5 Change#9 to read,Remove existing meter box and brass.Return to C.O.A #6 Add to#10,Re-connect the new tail piece to existing. #7 Change#20 to read,Install new 2"CTS poly from existing gate valve to the new meter setter. Install new meter setter 3'from building. Total Time: 180 1032 - P-Utilities I Complete? Y 04/28/2009 gschlagel 15 See Earl's Comments Y Total Time: 15 1034 - P-Utilities II Complete? Y 04/30/2009 jewing 0 See Fred Rapelyea's comments for Wastewater. Y ' Total Time: 0 1036 -P-Utilities III Complete? Y 5/6/2009 8:58:50 AM Page 1 of 2 i 05/05/2009 kclarke 60 DI pipe to be used if cover is less than 3' y Total Time: 60 2000 -C-Building I Complete? y 05/04/2009 cyoung 30 No issues at this time. y Total Time: 30 2002-C-Building II Complete? y 04/23/2009 sblack 20 Provide engineering and details for retaing wall at slope. y Provide ADA parking sign at ADA stall Total Time: 20 2012 - C-Natural Resources Complete? y 05/04/2009 bbiake 5 Protection of the steep slope will be implemented per site visit discussion with Paul Ellis. y Total Time: 5 2014-C-Planning I Complete? y 05/04/2009 ypage 0 see kristi comments y Total Time: 0 2016 - C-Planning II Complete? y 05/04/2009 ksherman 20 No landscape plan in civil review packet.A landscape plan needs to be submitted that is y consistent with the approved land use permit. Total Time: 20 3004-X-Fire Complete? y 04/29/2009 tcooper 5 No comment for this review y Total Time: 5 Total Reviews: 18 Total Time: 410 5/6/2009 8:58:50 AM Page 2 of 2 Ll Permit Review Details I I'E r� Permit: PWD20090064 �'t I iJ 1000 - P-Cross Conn Premise Isolation Complete? Y 04/30/2009 gtararan 15 No comments for Cross Connection Y Total Time: 15 1002 -P-Engineering I Complete? Y 05/13/2009 khale 300 1. A cost estimate was not submitted for the project. Please provide an engineer's Y cost estimate for the site civil work to be done as part of the project. The estimate must be per RS Means data. 2. Update the water and sewer notes to the current notes on the City of Arlington website. 3. Provide rockery details and label the top and toe of the wall every 25 feet. 4. The cover over the storm drainage pipe does not meet City of Arlington Standards The pipe must be either C900 or ductile iron if there is less than 3'of cover proposed. 5. Please add the project number PWD20090064 to the plans on all sheets. 6. Flow control is not required for this project however water quality is required. 7. The walkway needs to be striped with a wide line per WSDOT Standard Plan M-20.10-01. 8. The radius in the curb return at station 4+20 is not consistent with the City's plan to extend the sidewalk on Macleod. Total Time: 300 1004- P-Engineering II Complete? Y 05/06/2009 mwang 60 1.Construction notes are out of date.Please download the updated construction notes from Y the City's website. Total Time: 60 1012-P-Pre-Treatment Complete? Y 04/27/2009 sboyd 15 No comments. Y Total Time: 15 1014- P-Public Works I Complete? Y 05/15/2009 Irupert 0 COMMENT LETTER SENT 5-15-09 Y Total Time: 0 1016 - P-Public Works II Complete? Y 04/29/2009 Itaylor 5 No comments Y Total Time: 5 1020-P-Sewer Complete? Y 04/28/2009 fapelyea 25 Sheet 7 of 8. Y 1.Add 6"Clean-Out in Frame and Cover located 2 feet outside of building foundation on new 6"Side Sewer."SS 080" 2.Expose and abandon existing Side Sewer Service once service is transferred to the new 6" Side Sewer Stub. 3.Questions and concerns for Sanitary Sewer contact Fred Rapelyea @(360)403-3540 Total Time: 25 1026- P-Utilities Fees Complete? Y 04/30/2009 rshepard 15 no comment Y Total Time: 15 1028-P-Water Complete? Y 05/04/2009 eanderson 180 All comments refer to sheet 7 of 8 Y #1 Change#15&#7 to read Install a Temp.2"B/O assembly and blocking.Install accessible valve on Temp.B/O. #2 Change#16 to read,Remove Temp.B/O and valve then connect to the existing 8"MJ Tee. #3 Change#4 to read,lnstall 1-8x4 tee MJxMJxFL 1-4"gate valve FLxFL 1-Blind Flange with 2"IP hole.30'of 2"CTS Poly.Tie-in to existing plastic. #4 On#4 change the existing line to 1 1/2 plastic not poly pipe. 5/28/2009 1:10:14 PM Page 1 of 2 i #5 Change#9 to read,Remove existing meter box and brass.Return to C.O.A #6 Add to#10,Re-connect the new tail piece to existing. #7 Change#20 to read,Install new 2"CTS poly from existing gate valve to the new meter setter.Install new meter setter 3'from building. Total Time: 180 1032 - P-Utilities I Complete? Y 04/28/2009 gschiagel 15 See Earl's Comments Y Total Time: 15 1034- P-Utilities II Complete? Y 04/30/2009 jewing 0 See Fred Rapelyea's comments for Wastewater. Y Total Time: 0 1036 - P-Utilities III Complete? Y 05/05/2009 kciarke 60 DI pipe to be used if cover is less than 3' Y Total Time: 60 2000 -C-Building I Complete? Y 05/04/2009 cyoung 30 No issues at this time. Y Total Time: 30 2002 -C-Building II Complete? Y 04/23/2009 sblack 20 Provide engineering and details for retaing wall at slope. Y Provide ADA parking sign at ADA stall Total Time: 20 2012 -C-Natural Resources Complete? Y 09/04/2009 bbiake 5 Protection of the steep slope will be implemented per site visit discussion with Paul Ellis. Y Total Time: 5 2014-C-Planning I Complete? Y 05/04/2009 ypage 0 see kristi comments Y Total Time: 0 2016 -C-Planning II Complete? Y 05/04/2009 ksherman 20 No landscape plan in civil review packet.A landscape plan needs to be submitted that is Y consistent with the approved land use permit. Total Time: 20 3004 -X-Fire Complete? Y 04/29/2009 tcooper 5 No comment for this review Y Total Time: 5 Total Reviews: 18 Total Time: 770 5/28/2009 1:10:14 PM Page 2 of 2 \ "MOUVIS aaii 9 6 Moozais 4O3-10VW L£6 F ®RO! Z❑= Z�LLowo Ncc WU•WQ � nw F W W 00.. c m W '.:+ • a}.. � 0� dry'-+r O O [^ 3 � CC LU J m �W5 LL -4 �� m&&gig �o Z d m i' O m : C� c w °o m c ova y� v U a o m m J m m m m m m m m U m N m T ❑ O C LL Z m Y 0 Y w m m t m y rn 3 \IIIIIII I I - mLL m m m c m m m E c y E o T - z z Q m Z z w -m z p c z > > z o a O w O = o c a. .m F c rn m c m c w E c -c m c ` c m m C7 o c rc a o o c o LL o 3 o c T o m o i w m s o O �N �s Q E z 7 E 'o t E a E o E Y m E T t p o m 0) m W U E a E E w Z E d w E o E Y E c t m E > c E m m m .0 E E m �a 3�w F 0 w m m o 3 0 3 0 `o m o c E o m L. L. o 3 0 3 w m o -� o f _ �ry Z U LL U) Y U 3 ❑ U tq U } U Y F = U ❑ LL m U ❑ It ❑ cA 2 U O a U b Z > �3 N o '� w soW II rl iill llllil F'"' J Q "w z W¢» m V m cu _.._..._ - _ •.. .. .- .Y-. 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