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Home My WebLink About16607 SMOKEY PT BLVD_014759_2026 CITY OF ARLINGTON 238 N. Olympic Ave. Arlington, WA 98223 (360)435-5785 RECEIPT No. 20498 RECEIVED ****FOUR HUNDRED FIFTY EIGHT DOLLARS & 90 CENTS RECEIVED FROM DATE REC NO. AMOUI REF. NO. RH REFRIGERATION 08/28/01 20498 458. 90 CHECK. 31910 01-4759 MISCELLANEOUS RECEIPT COUNTER LES SCHWAS JC INSPECTION REPORT_ ¢ti1N G fO Permit�,_ Lot#: Address: zc.;4c 4 z Contractor: A1,9 O Owner: L eas ma`s IN C'� Date: 7 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 0Ir '4 ycaP rho rc=S7— i-S Inspector: Date: 9-e41-0 r TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation A Other: -'iWe 44ARH � 1`144 �ne�S INSPECTION REPORT---- 4tiIN G r0 Permit Lot#: Address: /,; G o 7 Contractor: �s,/�. qs �O Owner: Date: 9— / 9 —®/ ❑ APPROVAL kr PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. J—,y� /�y—G/?��/L s�/�✓L i.yi;' L<=/'.� SyYSi c�/I'f - G�� 't/z /c.-; Inspector: Q - =--r Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final Masonry ❑ Drainage ❑ Insulation Other:fi.2 ar e,.,&r oa INSPECTION REPORT 4y1N G r0 Permit No.:O` `t Lot #: Address: I L-lc©`1 I15IVd Contractor: 141 balk UC41 T Z) Owner:c,�� '- �IN C' Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-06 74 FOR RE-INSPECTION - 24 hour notice required. i Inspector: Date:�� ' " 1 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in XFinal ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: rin C kr L- INSPECTION REPORT ¢ti1N G?'O Permit No.: 01 -qq&q Lot #: e' Address: Zd-/S Contractor: 7 ,�4 Owner: S c hw 41 N Co" Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. S Inspector: Date: PE OF I PECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in 516/,40KFinal ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: - INSPECTION REPORT ti1N G?' Permit No.: �" Lot#: Address: (��D7� W if t• Contractor: "LL _03 7070- ,S0 Owner: �S SC� WG� SIN CG Date: 6� " 14-0 96"PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. CQ Inspector: Date: . _ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ElGas Piping Footing El Drywall, Nailing El Consultation Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 4ti1N G rO Permit No.:g/ —`/` 7�Lot #: Q' Address: Z Contractor: zE O Owner: IN Cs� Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. t rnJ Inspector: Date: - TY F I S ON REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: NSPECTION PORT ti�N G?'O Permit No.: Lot #: 4 4' Address: Z Contractor: O Owner: S 9s�IN G� Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approvea ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. J Inspector: Date: _ 6L YPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ;;�Mechanical ❑ Grid ❑ Struct. Slab :] Wood Stove Rough-in ❑ Final ❑ Masonry Drainage ❑ Insulation ❑ Other: I CITY OF ARLINGTON Building Department April 20, 2001 TO: Dave Anderson Building Official City of Arlington FR: Jim Tracy Code Consultant MJG and Associates RE: Les Schwab 16607 Smokey Point Blvd. Arlington, WA City of Arlington Job No. 01-4453 REVISED PLAN REVIEW FIRE ALARM SYSTEM We have reviewed the revised plans and specifications submitted by ADT Security for the above building and find them to be acceptable. The plan is approved subject to field inspection and test. 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 � v _ • _ _ 1 _ _ - • it • . 1 _ I .Z - � � IL Ji 16. 00 . f 11 5 ' •. • z ` � •1 1 LA ' , n '- - �. � r i - •',R-.r _ - 1 - Y 1 _ it •_ I ' 1 • _ _ it 1 - le IF bq • ' • of - • • - L• L00 i • „ 1 ti - - 1 1 ' • _ 'I - • • _ 1 _ ^ CONS-TRUC-TION P-PE:RMI-T 1=1[�-RMI -T NO- 01 -_47S9 Owner: P D 8OX 667 PRINEVILLE 97754 Value of Work: Tax IDr; Phone: 541 416 5162 Describe Work: INSTALL MECHANICAL SYSTEM l# CO�MERICAL 8U�LDING Proposed Use: RETAIL SALES Legal Description: Job Address: 16607 SMOKEY POINT 8LVD NE Contractor' s Name Type Address License# REFHIUGERATlUN & HEATING M�C 1575 PORT DRIVE REFRII*206C6 P E R M I T F E E S | Equipment and Fixtures Number Fee Total Charge | \ FURNACE/UNIT HEA7ER 11 $15.N0 $l65.W0 � \ | #IR ��I� UNI7 �27.� $�. 0 / / TOTALS Fee Equipment $219.00 Work with no Permit $243.00 �~ Mech Permit $24.00 �� ]� /-�/-- - TOTAL FEE. .. . . . . . . . .. . . ... $486.00 I HEREBY CERTlFY THAT ~ E READ AND EXAMINED THIS APPLICATION AND PAYMENTS $458 90 KNOW THE SAME TO BE TRUE AND COR- ^ ^ ~^ ^^^^ ^" ^^^^^ ^ ^ RIG THIS TYPE OF LAWS AND TOTALDUE. . ". .. . . ... .. . . . $27. 10 HD WICIR11, ILL BE rJMPL ! W . H WHETHER �� -1 DATE RECEIPT # �L=�� _ ^ ~~y- . � 8�/KUiNG OFFICIAL � �K �p �� 0 �� n �� o �� o�� - � ��V .w�v � ��wr r � �r 0 A kc. REFRIGERATION & HEATING, INC. 1575 PORT DR. BURLINGTON,WA 98233 PHONE:(360)757-6909 FAx:(360)757-6919 DEPARTMENT OF LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC CONTR HVAC/RFRG LICENSE # EXP. DATE EC6A REFR,IHI000DA 03/01/2002 EFFECTIVE DATE 03/01/2000 REFRIGERATION & HEATING INC 1575 PORT DR BURLINGTON WA 98233 F625-052-000(8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL 1 ' REGIST. # EXP. DATE CCOl REFRII*206C6 07/10/2002 EFFECTIVE DATE 02/26/1980 REFRIGERATION & HEATING, INC 1575 PORT DR BURLINGTON WA 98273 ; I 1-625-052.000(8/97) — --- 1 1 � its AUG 2 8 2.-"J'01 444 e l l� i 1 :fps , `' j C"7 t = '1 t r �: �, �, r i i ,� - - 10/12/2001 10:39 FAX 3607574005 FISHER & SONS Q 001 F/Log ELECTRICAL Wes._:K PERMIT APPLICATION" Please press hard-4th copy is pasted Requcst I»spection 1785922 Commercial Annual Permit Residential I Job Electdcal contructor owner Installation description 0 0 0 wired by Electrical contractor natne License number Purchaser's mailing address City State ZIP "T'"�' .• is ..i �' ., `.�;i Telephone number FAX number Premises owmer's nome hts lion fee t , 0 Cash Check# - (1$ t J `(, Address of inspection Department of Labor&Industries use only Becomes permit when properly validated. City County Expires one(1)year from date of issue. Power Company 5cF-rvF_ 1 hereby certify that I am the owner of the above named property or a 3 2�� licensed electrical contractor(or the frrm's authorized agent) and am SEP making the electrical installation or alteration in compliance with the DEPT OF electrical law, Chapter 19.28 RCW EVVEREREIT•WA L&1 0 Charge my.contractor'saccount. SignalurC/of owner.ePC ical contractor or electrical administrator Electrical inspeellon are for safe wiring methods. Inspections X :f r' �/ % P• do not certify Y2K c npliance. r White-inspector Canary-fiscal Pink-Custorncr Green-job site WALLS CEILING THERMOSTAT SERVICE Insulation Only Insulation Only Date Approved Ry Date Approved By Date Approved lay Date Approved By DUCH FEEDER Cover Covet' Date Approved By Date Approved By Date Approved 8 Date Approved 8 LJ See progressive report Inspection Area,Building or Equipment Inspected c or ak Ele 1)att• � -- SP -_L _7 POST THIS COPY ON JOBSITE. THIS IS YOUR PERMANENT RECORD. F500-001 000 electrical work application rev 8-99 lc I(1P� Cll-F ~' -� i� I - �- - - - - I CARLSON Vals� February 20, 2001 JJ Yvonne Page City of Arlington 238 North Olympic Avenue Arlington, WA 98223 RE: Les Schwab, Smokey Point Yvonne, Enclosed with this letter are the permit, permit fees and sign drawing packages for the Les Schwab project located at 172-1-6 Smokey Point Blvd., Smokey Point, WA. I VUd'? I really appreciate all of the help I've received from you and Dave Anderson. It makes my job so much easier when there is open communication. I believe I've included everything that you'll need for these permits, but please call if there is something I've missed. Sincerely, Penny Leetch Account Executive PL/pl Enclosures FEB 21 2001 CIT`( OF AFtU11GT011 PO, Box 524• Bend, Oregon •97701 •541-382-2182 •Fax 541-382-2196 •carlsonsign@coinetcom .-..�, ,. � ��. ,. I I I I LOTS 3 AND THE WEST 106 FEET OF LOT 5D OF BINDING SITE PLAN, RECORDED JULY 10,1995 UNDER RECORDING NO. 9507105005, IN SNOHOMISH COUNTY, WASHINGTON, BEING A REVISION OF BINDING SITE PLAN RECORDED UNDER RECORDING NOS. 8804065010 AND 9502105002, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON EXCEPT THE NORTH 35 FEET OF SAID LOT 3. c�EGE��Ep R FEB 21 200� CITY ®F AFtLIN�T®N .q- CITY OF ARLINGTON Building Department Carlson Sign PO Box 524 Bend, OR 97709 Attention: Penny Leetch Subject: Application for sign permit Dear Ms. Leetch, We do not accept payment for sign applications prior to issuance. Please find enclosed your check for the amount of$250. When the permit is ready to issue we will contact your office with a dollar amount due. If you have any questions please call our office at (360) 435-0724. Thank you, sl Linda Fnddle 01- qq(0V (RECEIVED FEB 21 2001 CITY OF ARLINGTON 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 R E'n C11TY 011' ARLINGTON LIEUTEM FUMUSOMMIL DEPARTMENT OF COMMUNITY DEVELM-oviENT 23�3 N. Olympic, Arlington, WA 98223 DATE JOB NO. z IS,'"BulfdIng [J] EnglneerinR 0 P!anning, ATTENTION Pfi'an�e (206)1435-0724 FAX (206) 435-1406 TO RE"W WE ARE SENDING YOU AAttached D Under separate cover via the following items: El Shop drawings El Prints 0 Plans 0 Samples El Specifications El Copy of letter 0 Change order El COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: El For approval 0 Approved as submitted El Resubmit copiesfor approval El For your use 0 Approved as noted 0 Submit copiesfor distribution > El As requested El Returned for corrections 0 Return-corrected prints _FOr review and comment F-1 0 FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS- COPY TO i*1 40%Pro-Consumer Content-10%Post-Consumer Content SIGNED: PRODUCT240 f/V__e—B_s71m.G.MM..01471 It enclosures are not as noted, kindly notify us at once. ichael r ale &Associates BUILDING CODE/FIRE CODE CONSULTANTS FIRE INVESTIGATION March 5, 2001 TO: ADT Security Services, Inc. RECEIVED 841 Powell Avenue, SW Suite 101 ap Renton, WA 98055-2910 r `�y r E® 2001 FR: Jim Tracy MAPF'y �JJLINGTON Code Consultant MJG and Associates C1TY Cb y _iNGTON RE: Les Schwab 16607 Smokey Point Blvd. Arlington, WA City of Arlington Job# 01-4453 PLAN REVIEW FIRE ALARM SYSTEM We have reviewed the plans and specifications submitted by ADT Security and have the following comments: 1. •The number of devices shown on the plan does not match the parts list submitted. 2. Provide manual pull stations at all designated exits from the building. 3. The 15/75 horn/strobe devices shown on the plan are only approved for 20 feet by 20 feet spacing. Either add more devices or increase the candela rating to meet the requirements of NFPA 72. (See 1999 NFPA 72, Table 4-4.4.1.1(a)) 4. The temporal sound pattern shall be used for the audible sound. 5. The battery calculations indicate that horn/strobe P241575 is 12vac with 181 ma. This should be 24 vac with 111 ma. 6. The smoke detector shown on the first floor hall exceeds NFPA spacing requirements. Either delete this device or provide additional smoke detectors meeting NFPA spacing requirements. 7. All Fire Alarm Wiring must be installed under electrical permit from the State of Washington. 8. Prior to any test or inspection,the State of Washington electrical inspector must sign off the electrical permit. A copy of the approval must be available on site. Items 2 through 6 must be addressed prior to any work. P.O. Box 1390 • Monroe,WA 98272-4390 • Tel 425-788-8962 • Fax 425-788-7492 �,., _ ,• r �� ; 1 I ichael Gale &Associates For inspection and test, contact Jim Tracy at 425-788-8962. We will coordinate all inspections and tests with the City of Arlington Building and Fire Departments. CC Dave Anderson, Building Official Tom Cooper, Arlington Fire Department I lV I I I I 1 1 _ —ITY OF ARL!��GT(A~!, B[FARTMTNTAFCM%8UN!TY DEV JpMENT 238 N. Olympic, Adiogtcn' WA 98223DATE JOB NO. ' | uA|dinK [] Engineering [l Planning ��m6e (206) 4��'D��4 FAX (20�) 43S'3908 ATTENTIOM TO | | VVE ARE SENDING YOU ��Attoched O Under separate cover via thefollowing items: O Shop drawings O Prints O Plans O Samples O Specifications � O Copy ofletter O Change order O � � COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED ay checked below: U For approval O Approved axsubmitted O Resubmit—_—____copies for approval O For your use O Approved axnoted O Submit---------copies for distribution / O As requested O Returned for corrections O Return--------corrected prints � For review and comment O O FORBIDS DUE 19 --_--_-- O PRINTS RETURNED AFTER LOAN T0US REMARKS COPY TORECYCLED PAPER: � o"m"m" 40%Pre-Consumer`,omPost-Consumer ommcu: ff enclosures are not ao noted,kindly notify uoatonce. I ' I 1 _ a I II 1 I a III III IIII T1' R - I 1 - ItlrF�' I� - - ' ,•;� •I r. I I- 1 i1-rt r. •r I I I I -LL 1 _ I IIII Lil- _ 1 11 -N 1 _ IPA _ II IIIIT. lu 1: r" it -1 1 `1 ` I I s l I L I I r., I I I—FI 1 pity v f Arlington Building Dept PERMIT #/ 0 �� 44SI DATE: NAME: S I ADDRESS: � U�-�b � �CV�-�� h I I i�� LEGAL.- BUILDING USE: TI 12:1 p.2 �l OCCUPANCY CLASSIFICATION: A B E 1 2 12.1131 4 1 2 3 F H I M R 1 2 1 2 3 4 g 6 1.1 1 1.2 1 2 1 3 S 1 3 1 2 3 4 5 TYpE OF CONSTRUCTION 1 2 I II N III IV V F.R. F.R. ONE-HOUR ONE-HOUR N H.T. ONE-HOUR N Site Plan: Approved Den1e-d Item inspected&completed Signature &Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: #of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: signature Date: Build\form\fdchecklist k' .. y' ' FROM : CITY_OF_ARLINGTON FAX NO. : 360 435 3906 Feb. 12 2001 10:45AM P2 CITY OF ARLINGTON CONSTRUCTION PERMIT COMBI14ATION DUIlbIN6 I] MCCNANICAL ❑ t-LUMpmr' BION PERMIT NO. �owN R pp Ica., M L ApoRtsf pry I /� .'GiIOFIF -l" pC AR I NI MAIL AUUR S N c M A0011 ' air AII C IA C RA OR All AppRJ CITY air h LICCN LY " �c' rLUMRiw4�ONI RAC TOR MAIL AO0RT$S CITY €i► I LKINS # LA UP*OAK ry� Iw [J AUDITION OALTERATION [7 REPAIR ❑Ur MOL II ION OBUILDING Tot LOCATION VAl 11 N Of NOXK1 OO iil7yyy, 1 UIXRiR IRK u 1 vsL r BUILnINc 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICA• Lonl utscR/►IIUN r ■ 1 v 1 A ALN/uuR to TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI. SIONS OF LAWS AND ORDINANC15 GOVERNING THIS TYPE OF WORK Z wi RLtX R W WILL 8E COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THI a GRANTING OF A PERMIT DOES N07 PRESUME TO GIVE AUTHORITY TC 2�3 Os '.2-014�-M I VIOLATE OR CANCEL 7I4E PROVISIONS OF ANY OTHER STATE OF TAX IO NUMBLN qOM OP T T ['EMENf LOCAL LAW RE LATING CONSTRUCT ION OFT HE PERFOIWANCE OI pytp� �AI• CONSTRUCT .PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. jug.LUUrtl ss SIPMTVRE OR OXMl1N0 EIOAQNf DATE x -� Lurricu usN oNi.q PLUM01Na 17CILANICAL NO. Tyre OF FIATOR6 ►B'A Rti MTRWRDS I TYM QPU Ulpmwr /DB WIFIRTWIIII° V^7Tdr CLOSW 1 nuti. N -M.P. !A. J.0 •. 1 TII IOlxAT10N uN17°-mr.vA J Ili•' AVAYORY ANT tot" pk!-11).BA- of.RA•' II0w5L IRBOAC.UM(i '"""""^• LJw MR^ 1M s NR pISPOSAI. D AI LUMAT116R nEATe0.9-a VNDRY TRAY I111ATOAX-a• wiTles wn°NBR ORATIVRCDO VA'ItIE IIBAT 51.RINAL ILATION MANIRINKINO FOUNTAIN R Imt)COI ROOR DRAIN IANDUNOuN/ACUyrMDARR11>< lt 1�6 , o�IOOP RAIN°-RAIx US L PIRRM M —,INK CWvfC0ATBR IIEATOK As FI► • W s KKrI SU1110TAL 0 HAMM 11 xyrAl. ^ SIVI,Y.UI/SLIBACR $91tu'ISI(BACK XLARYAROS€IMCK PLAN(/KCKNVMBLK (�✓fl ��`� V -7W L /ARIA VACANT Silt YES �NO FEES ITl'ttoto"I'1. OCCU►ANCY IiKUU► ow.or OIIELLim UNITS PLAN CKCMG VG Sill kv stm NO.OI sIUKN_% MAX.OCC.€BAD BUILDING PLUMBING it 111E SMRINKLLRS REVl11RtU YES ❑NO M ILL CAL _ .�� COMMENTS STATE ATE BU)L CODE tNeRav CODt SURCMARGE PENALTY f.st wall RECEIVED WATEIbSEWER fEES TOTAL I FEB 1 5 2001 /LM11I VAUUAIION 1AMIN►RO►MY VA1,10A7ED TIN 7/1115 VACEI THIS 11 YDIM 1tAW A REarT PAID _ CRI eY CITY OF ARLINGTON .•eereenn anal me.ut —Anitbre YI nn nr vT II/1LU�oiG Orr4uli � _^ �� r,� . i k Y I - ggS3 RECEIVE® FEB 15 2001 CITY OF ARLINGTON J 01 I M woa% I Q worn cr a L, L U Ln LoLo iJ L N N z M NCV z M z z �+ a H w >+ H ao O a1 �+ x CA a)", O L7 o Woo. co I _ � L�7Woo co Z r4 C Q WQZ 0 U M Qz Ln O H 144 j H d� O H W N > M _ H W N M �. I M �i M > :m M Ri M Q � Q WHW U) 0QW �W Cwll \" O as cncnH" a 134av1cnP a N zW �H w zwk >i w czl E cn W m Q E•H Lc) = cn.A W con Ei.►n i Fri �i Up HM',Z � 9fxUEA HMZ E- E- H W' P4 o O Ei H W. R' O 0 C Z Q z i.-I �D Lf, Ei - Q z a >. �D L0+4 1 WO FI: U WO H U _ ZU U" vW] O � zcil U r ^Ja wU yaw alF4 WU %ow Ha u 0 HawO4w0 u QO 2. W WW � aoa ww 124M _ tI W • r Ato N .......... ��'`'Q`Q`� 0�p' COhIST FZIP -roNl ERMIT PERM I �- Ovner: LES SCHWAB TIRE CENTER P p BOX 667 NO 0 1 V 4 4 S 3 Value of Work: $4, 000. 00 V;e& PRINEVILLE 97754 Describe Work: INSTALL FIRE ALk ID. 283105-0-043-001 Phone: 541 416 5162 Propo,_,,e l th-i : RETAIL TIRE SALES SYSTEM Legal Iic2!_iL:r iption: Job Address: 16607 SMOKEY POINT BL VD Contractor's !lame t Ype Address ADT SECU4ITY SYSTEMS GE>K License# P 0 BOX 5035 ADTSESI03205 TOTALS F Permit Fee $97e Plan Fee '348.21 TOTAL FEE.... .... ... .... .. $445.46 tGNATURE: HEREBY C PAYMENTS......... ... .. . . .. ERTIFY THAT I HAVE READ 0.00 0 THE EXAMINED THIS APPLICATION AND TOTAL DUE..... ........ . . .. 5 EC ALL PROVISME � NS BE ORUE AND COR- D DI ANCE LAWS AND RK WILL COVE LIE HIS TYPE OF DATE RECEIPT # I� �j �/,� EC FPED l CO LIE WITH WHETHER - y PAID U LDI G ICI J � MAY 0 3 200*1 CITY OF ARLINGTON +� .Q rN „�.r�.w►•�'• .� � �+ y • 1� .. � - ', f 1' • - '1 1 ap Building Dptof ArLngt PERMIT # CJ ` NAME: lea S ` 1 �j DATE: <r _ I ADDRESS: II LEGAL: BUILDING USE: T I•0 I�l_tom*L /r OCCUPANCY CL A I A B E 1 2 12.113 1 4 1 F I M 2 3 1 2 1 2 3 4 H R 5 6 1.1 1.2 2 3 It S 3 1 U TYpE 2 3 4 5 I II 1 OF CONSTRUCTION 2 F.R. F.R. ONE-HOUR N III IV V ONE-HOUR N H.T. O1VE-HOi1R N Site Plan: Approved Denied Item inspected& completed Signature &Date:Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: 04 Knox Box: Z Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: 'Signature Date: � Build\form\fdchecklist r � rya-4�'ti"��a'* Gm'm 3 - I ' �I I I l �� }h t - ' ' � 1` 5 I �_ Building Crept Project Tracking Form Contractor Name & address - ._Permit:No. 1-o is of-qU Les S c-h wc,-bTilZe Date Received: More info required: Information received: Sent,to `date sent-: due lack" called received L ( VCCLv 1 tii «�..,+.'a'� rlZ.d.}�v �2.�i � ,bra �r Y ,- •r �1r•,r�r�' Cc 60 -7,o6 � tracking City of Arlington Building De TIRE DEPARTMENT CIIECKL.IST PERMIT# / �(l�`d DATE: NAME: T I QV S Co- !&_- hCuo.b 7 u b in , c_ ADDRESS: LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 2 1 3 1 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1.2 2 1 3 1 1 1 3 712131415 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: , Fire lane: i 2 Sprinkler system: l v'` Alarm system: 1 Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: L G Signature • Build\formtdchecklist r r 4ykja- CITY OF ARLINGTC LCETTCEL TF UG3aOS MM FTYU DEPARTMENT OF COMMUNITY DEVELOPMENT 238 N. Olympic, Arlington, WA 98223 DATE JOB Nq!�/� Building ❑ Engineering ❑ Planning ATTENTI NZ P one (206) 435.0124 F Z35-3906 / ncRE: rill �G !1 ' -Lh TO > WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order 1 1 COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints or review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO c aa0%Pre-Consumer Content•10%Post-Consumer Content SIGN ED:(4' x PRODUCT240 �Ina,GMW Miss.own If enclosures are not as noted, kindly notify rl at o ca. �r -Ji+ IT ?1 � 'in �'�'I� •'nl3h�.fF1'1a13s 'f1Tilti�lAirt� ,1C T1fJMTAk�G 71 I WIN 41 - :Pmmnl Inv lawnI Idw" 1 wT2lTv -� � 'lp iy Diwowtue �dv. IV r r 151 I' :WTZI D l„lltai* T-I 11 -111 11 1,1401' 1 • T I1 i.9A '&NO' V 'CV-=;w� `!1 I �^(�-. _ •"r�s�1�yy � .^i1�T� 1 �i.,~1� ► ��1.�� `.�� Ir 1 1T hifflTY1y`` TLT WC11=5, — TTTT11T1 •7 La W: n 1 gM }I 1 j 11 II YI 1 T_I — — _ _ _ _ � n u -n u 1 1 nw I••�11�1�� 1 i ,ULI1 i �- �T'!.,1 -1411'- Ilr _ _ ;.' 11'.1 I 1 Y ��..._J7� 1 YA • I JIIriS�r :1 7� 11 ' 1�� 7a-- 1.� M -- r1 ��ii11r I 1••..T�y �-r �tVll� 0 City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT# DATE LEGAL Plat Lot Tax ID# NAME 0 ADDRESS BUILDING USE #of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control -7-6 11 1 Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees RECEIVED Date received JUN 2 7 200h Date Yellow returned Date Pink returned ■ .f � . 1 ! om. !V= * _ �. Z 7 1 ■ lMlMMl Mm Mm ■ ■ ■ ■ ■ ME ME ■ . . . . . . ■ I• ■ ■ ■ ■ ■ ME ■ ■ S - - - - o- - - - ME - _ - -.-ti -..- - F ■ MEN ME ME MEN MEME ME 7 - - ME ■ ■ ■- 1 0 ME ME 7 ■ N MEM ME ME M M M ME �m =Lmm ma mom momm 0 1 mm& mWLEr momm Im- momom m -imm - NO ■ Ir ■ ■ ■ MEN M - ■ I " ff% Lu I a mi � i � MEM ' ME MEE 1 ■ . 00 mbwl I bqw 0 0 0 0 0 MEN emommLool INS 0 0% 0 11 0 ME 0 ME MEN I .1 M ■ E EMEM ■ ■ I . Elm . ■ momm ■ ■ ■ ■ 'Er "Y15:7 ■ ■ ti or. ■ • ■ 11 ■ ■ ■ %;.pbm." N. L l" �� ` ■ � T ME I Iti ■ ■ ■ ■ Z 1 NEE ME OF _ ME WA - -ME MEmr ■ ■ • ■ ME - II - ME MEN 1 1. 1 ■ ■ ■ ■ I ■ M ■ I J L I%? •■ ■ ■ • ■ ■ • • ME ■• ■ ■ ■ I ■ ■ •■ MEIN ■ ME • ■ ■ ■ . 0 0 --� RECEIVED City of Arlington Building Dept �U� 2 7 Zp�� PUBLIC WORKS CHECKLIST PERMIT# �� - �� (� DATE LEGAL Plat Lot Tax ID# NAME I (4 s L e<-; Al.� IC) .� ilb i 1IBC��is ADDRESS BUILDING USE �Z � ( � � Yl� Y1ti # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit ,j, �� JOB Monitoring Manhole r Cross-Connection Control ✓ I Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received — b Date Yellow returned Date Pink returned W-1 ..�.. .pn,r,-...•x� i � — -- - - — 1 l - �I F L I I 4 I ' I 11 � I I ' I • .� I1�, `�1 I II I I I_ - LI JL 1 - I I� I I City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT #n 1 -q u a DATE (� LEGAL -061 Plat Lot Tax ID# NAME T t'(Lts L QS So h ls_j a-O ADDRESS I 0�D[�� -lM_D l� /✓�. �!/D BUILDING USE _ ,- � /l.iU Yy�41 # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received Date Yellow returned Date Pink returned 'k TA V�i �'_ fir. �•■ �C Jr ti �!_ 1■ q++.7'�� 1 � �1 L 1 I I I - -, �1 ■1`1 L. ` 1 i \ 1 S 7 }• 1'1 . �� '� 1 _1 _ I - ■ 1 y ''� + 11 I 1 ■ 1 1 ■1 1 I ■Ii - .; .,• 1 11 , I �5 11 f' I Iti i s -� I ■ I ' T r1� I ' City of Arlington Building De,' � k FIRE DEPARTMENT CHECKS t_�T l/ PERMIT # 1 t °:f = DATE: 4' � NAME: _) tl ' k 1 ADDRESS: h k.k i. LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 1 2 F 37 1 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1 1.2 2 1 3 1 1 3 1 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected &completed Signature &Date: Site Plan: Approved Denied Access Requirements: Required: ' Fire lane: ,Sprinkler system: , Alarm system: � Knox Box: Fire extinquishers: Hydrant: # of hydrants required: -7 Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: tgmture BuilMorm\fdchecklist I City of Arlingtdn Building Dept" I /,,r��j FIRE DEPARTMENT CHECKLIST PERMIT # ©( —46?�s O DATE: q,�;� o NAME: rI Q- 5 Las x.Y 1 wcLb I/l I-ja, AJDOrl n ADDRESS: LEGAL: 6�—�b�3-dd� BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 2 1 2 3 F-4 5 6 7 I M R S U 1.1 1 1.2 1 2 1 3 1 3 1 1 1 2 3 4 L5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR I N ONE-HOUR N H.T. ONE-HOUR N Item inspected & completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\form\fdchecklist w �g�Ji. ■I I b u IIa l';.roaw 111 111 1t- I ilI : e - . � IN 1PI7 - 1 •, �'�. ti 1 ti _ I. L� .R� III �■ • 7-' ■ 1-1 ��; I J. 1 �r ` j. I �F ■ rrr111 L. ■ w; 7`I'1l -� �■ _ I I • �l Ii: �) _ iui I ,� I •1� 1 W-d 11 1 11 j11 1 I 1 . 1,11 M-1 1 ♦1 I i,r ■1 I 1 'jam , �. f ., _ 1 VAN I — - 1 ■ 11'S y [ 06-OT-2001 12:36AM FROM-B&T DESIGN +4255570T65 T-196 P•002/003 F-494 6-- B & T DESIGN & ENGINEERING, INC.P.O. BOX 595 - ISSAQUAH, WA 9B027 (425) 557-0779 - (425) 557-0765 (FAX) %1041 �o STRUCTURAL CALCULATIONS �i�'OF 1 Zoo/ FOR aiV CROWN DISTRIBUTION BUILDING MECHANICAL UNIT STRUCTURAL C8 X 11.5 CHANNEL SUPPORT ARLLINGTON,WASIUNGTON GENERAL CONTRACTOR: SEATTLE CONSTRUCTION SERVICES,INC. 165 JUNIPER STREET,SUITE 100 ISSAQUAH,WASHINGTON 98027 1(425)937-9720-OMCE1 (SNOHOMISH CO.BUILDING DEPART.APPLICATION NO. SUBMITTAL DATE-JUNE 6,2001 r 1 � .�� STf- F, s ,oN� � EXPIRES /c:1 r1 1 E. JUN-07-2001 00:33 +4255570795 99% P_02 ;r v I N 1r I � I I r � I 1r i 06-07-2001 12:36AM FRD"&T DESIGN +4255570765 7-196 P.003/003 F-494 PROJECT SHEET.N Q. OF rl 0 & T DESIGN & ENGINEERING, INC. ;�7` (425) 557-0779 DESCRIPTION L)►1--j DES DATE - , :-�- CHK-J013 NO. ... .. ..... .. ... ... . ..... ... .. ......... .. ............. .... .. . ... .. .. ...... .......... .. . . .. ......... .. . . ........ . ....... .. .......... .. . ....... .... .................7 . .... .... ..... .. . .. .. . .. ......... .. ... . t .. .. ....... .... ... .. .... .... . .:: �. .. :.C -i.�.. ..... .. .... :. ... ...... err I . ........ .. . ........ ... ... . ...... ... ........ ..... ... e4 ........ .. ..... .. ...... .. ... ...... ..... ...... . . .. . ......... . . ......... ......................... JUN-07-2001 00:33 +4255570765 99% P.03 •. . I „ I - i DESIGN CALCULATIONS FOR JOB #189570 SEATTLE CONSTRUCTION, INC._ Location:ARLINGTON, WASHINGTON BUILDING DIMENSIONS: Bldg."A': 190'-0"x 322'-0" x 23'-2" eave w/0.25:12 slope Bldg."B": 49'-0"x 47'-6" x 23'-2" eave w/0.25:12 slope BUILDING TYPE: Bldg."A":SINGLE SLOPE BUILDING WITH INTERIOR COLUMNS Bldg."B":SINGLE SLOPE BUILDING WITH TAPERED COLUMNS DESIGN CODE: UBC 1997 DESIGN LOADS: DEAD LOAD: WEIGHT OF METAL BUILDING LIVE LOAD: 25 PSF PURLINS 25 PSF FRAMES SNOW LOAD 25 PSF ROOF SNOW I=1.0 COLLATERAL LOAD: 5.0 PSF WIND LOAD: 80 MPH EXP.`B" I=1.0 SEISMIC ZONE:3 Ca=0.36 Cv=0.54 I= 1.0 S.HOF �T 5 2 �60 EXPIRES 10/2310 1 _ � f (' JOB NO. JOB TITLE �l EC�. LE �n�:Tf211 cT�o�/ _ QUOTE NO. ;tCRIPTION DESIGNED BY �--L2 CHK'D Tfi- > DATE Q SHEET NO. Z- Z -- (a ZSj' 4e Z4'.) ZV oAE HIS zz J z�i o.. EUnJ �S1GJ L) V-p.. d� w� �_ �" �uR4r/ �oLT'S '�-7 /JarE�- 4RP--,-, °ors 3� 1 O ES IZ 04VG ZTR.uT Cu)(XzL)(LL)C,�) W CLL) 6-04-(L(-) I cA14 Ioi lz 1u�12 \oi:1¢ 2Z!o' 25' S 2U 25 ZS Z Y ZS 24; Z4 LG 24 To T 2 \ ix ?A KtFr/ i 7. N/P / S�OOf,ar / $Du1: / lA 2d 4 ZD 0 cAeL 2a X7 Ca$� CABS y10 -X �- ' Ai- FwPhtE L4 TQTw� -:(U-)(XLQ(cL)G.y («) Cry Ccy (Ly(AL)CLL) Q o a o 0 , Io�IZ. 1��4� -- Ib'�14 1ac1Z 1�zLl 4 '"� Loti1(. �APS (C/AlLc�S n1orE� oTi./E2 k11SE� lo�lZ Q &79940c $ASS �,; �I C JOB NO. 3 n JOB TITLE J � -E QUOTE NO. -=RIPTION DESIGNED BY CHK'D BY �VJO�cO 1_.7� /7 �U /L(� DATE 9-15-0b SHEETNO. 3 K�IcgC.—W ALI SI}owu 5',0 — — — 2 — I I JOB NO. JOB TITLE S 1Sl F C01J`-iQtJCT��I QUOTE NO. :SCRIPTION DESIGNED BY�CHK'D BY DATE 9- �S-012 SHEET NO. 4- ---—�c 3 C l Z SPR�1 oQ6c. 0- 10-o" f E c.6VAa7&lJ C cP6 z , �S�jlo wl Lo�lU LAIL 13=3�-' 1q�3i" ELEVRTioAI — — — — G o i C ° �� t�„�� w12_�-�A3zs tin BL ir� (->pCN FLL o PEA ftiu. Fc.,- 1y. FI.,K (k. 6,j,, 1(- �18+15 Ft,M UE EA-Pr-6 , LW� &LCG vPEW �7yLL F 0— (oLLA-7G4AL�� CSC A67E rRc4%-- fop d.r S\jFAaR-t- r lox3�l2 roo Tz-Ttl Ll(o Tti t� lox 3�GlZ — — — — -- CLOD# putiu+l C,,-iP o �q wl 4_ S R TU 1 O l`t B ,u s wf Goo 1 s,3 SaPpoa� CNawv�u --- `- a w'2� n�� sZ5 I I JOB NO. JOB TITLE &E-47 LE (I,JS-rzu -Tx11 QUOTE NO. :SCRIPTION DESIGNED By TeFFE CHK'D BY DATE 9-1 S-On SHEET NO. -5 E✓Dk1f}LLS — — — — — —A I LEA EWOWALL " � TL! L-7r:(,,65c �E /voT DES I G,/ED Suppppr- 0 rr) J� 1?)6,T EJVW}LL lQflac E X4,,gi.J FA"d �►� 8�- Szl(o `"�. SNo� �.RPS �'L3iJ l3'--3�'� 1`1`-3i� Z3'--34-` Lgv.4n.J <-o, 35'-o„ Fi� Lo- Sine W At - �z)1 (E�~raoM L- S I cGw,'c-L K1 a� l� � �2S�pJ ��'-O� (•(o5'-O•• C'1� �� S�D6WG�(L Ky�/GE Sr� AL CoccL+.AIs Lv �L3�J 13-3�'' 101�-34." EcaJ�TA.�J �•\A f7 A' P-lulr 6/pw{Alo- : apAJr-,4,ec., 144d 16 �6 70 i ., JOB NO. S [ ;, b JOB TITLE C EA7us 1-jCTPyi1) QUOTE NO. SCRIPTION DESIGNED BY CHK'D BY DATE 9- 14-cam SHEET NO. 7 1 4 CIS 1 r s Z�=14 "EAVE — — - wl 3- I,�c�A3Zs N Qo�T•� Zo,53` ` `S,Zd` 7-2,3o �1�w1rJ ISt"�1e- �ACk SAC G\,,I ALL I JOB NO. JOB TM-E QUOTE NO. DESIGNED BY r'r CHK•D BY DESCRIPTION DATE Q-`4"1!5n SHEET NO. 2! {� 17 6 Is' 7 ��'• X Sb' Fi.�}nIWFs 6•I N I Z6, I I i i I k6x 56" FLpaa 1 V' x 6A �> I ; I wl Z I '. 15" 11 BAs>; +�� 15 Ste'' I 3 i q . I � !JOTC-= Q NR� jRNtL�S ��U�eU IF V--o'D ' 1 �� I Job Number:I89570APPORTAL FRAM At Lines: , Page: Hor+ 1 Ver�l Frame Reaction Schematic(all reactions are in kips,I kip=I,000 pounds) Moment+ Description Grid Ver Hor Moment Description Grid Ver Hor Moment DEAD+LIVE LOAD A 1.038 0.027 0.000 DEAD+LIVE LOAD B 1.038 -0.027 0.000 DL+WLL A -4.645 -2.976 0.000 DL+WLL B 6.697 -3.024 0.000 DL+WLR A 6.697 3.024 0.000 DL+WLR B 4.646 2.976 0.000 DL+E/1.4(L) A -10.789 -6.228 0.000 DL+E/1.4(L) B 12.840 -6.272 0.000 DL+E/1.4(R) A 12.841 6.272 0.000 DL+E/1.4(R) B -10.790 6.228 0.000 Sep 14,2000 c:\dsnlib\l89570ap.dso 05:15:39 PM i 1 !� -- JOB NO. ��T 9 JOB TITLE EATTLt� 4�N S7P—IJ CTV,J QUOTE NO. DESCRIPTION DESIGNED BY CHK'D BY Lln/E� 0 � DATE 1-1S-1250 SHEET NO. _ �,2s o iz A2- �r dx � I��x Ar F i Z3'-Z" EA-4 E ca 30- 1 l') m ��Ati�GE �tAGE �VRLAA--• l-L b� d- !� C.0 ZA`E c - It w L: o 4{ G� S rEEL � W ll� q k I Jo Job Number:189570BB SEA CON BLDG At Lines: (BLDG 'B') Page:7:;,=F Hor+ VerI Frame Reaction Schematic(all reactions are in kips, 1 kip=1,000 pounds) Moment+ Description Grid Ver Hor Moment Description Grid Ver Hor Moment DEAD+LIVE LOAD A 21.419 8.259 0.000 DEAD+LIVE LOAD B 21.655 -8.259 0.000 DL+WLL A -4.946 -6.240 0.000 DL+WLL B -0.392 -2.736 0.000 DL+ 1/2LL+WLL A 4.253 -2.599 0.000 DL+ 1/2LL+WLL B 8.784 -6.377 0.000 DL+1/2WLL+LL A 17.436 4.651 0.000 DL+1/2WLL+LL B 19.808 -9.139 0.000 DL+WLR A -0.399 3.068 0.000 DL+WLR B -4.939 6.519 0.000 DL+1/2LL+WLR A 8.800 6.709 0.000 DL+1/2LL+WLR B 4.237 2.877 0.000 DL+E/1.4(L) A -2.125 -4.797 0.000 DL+E/1.4(L) B 8.450 -6.403 0.000 DL+E/1.4(R) A 8.168 6.748 0.000 DL+E/1.4(R) B -1.844 4.452 0.000 DL+LL+E/1.4(L) A 16.272 2.486 0.000 DL+LL+E/1.4(L) B 26.802 -13.686 0.000 DL+LL+E/1.4(R) A 26.566 14.031 0.000 DL+LL+E/1.4(R) B 16.508 -2.831 0.000 Apr 04,2001 c:\dsnlib\l89570br.dso 06:36:18 PM . i i i JOB NO. JOB TITLE S EJ�rT�E wNSGiiiJnl QUOTE NO. t �" =SCRIPTION DESIGNED BY CHK'D BY DATE SHEET NO. 13 �4 l2 � r 3�,R Q 2�•(.e.sJ l Z7( � � 4 IZ)( $„ 12x 3gi, l2x No 3X3x l� J i i M,g 5 JOB TITLE C E PrTT�E S77Z-d C71 0 _ QUOTE NO. -.SCRIPTION DESIGNED BY 5� CHK'D BY C--,L Lw�5-, l8- 2� _ DATE 10-31-oa SHEET NO. X (n J V) (� LA w '4 U LL � M 'ji �, gCA a ?- qj Q N � lb N y o o 02 J o a 14 j- g 02 U � � � d W i JOB NO. l ZC( s JOB TITLE S E PTrLE C,—J Tlzd CT'o^J QUOTE NO. =SCRIPTION DESIGNED BY-�� CHK'D BY aL - I DATE lc�-31-oD __ SHEET N0.a u 3 w o � . 3 ! N N v � c 1 m 0 I q _ a tic Q w � M cjL rl � w ° d)"' m� oJ Y rl �` •O gca 1.0 7l ..�0 _A <J Oo a, J �1I J N 40 ca % t U] � lll M y. - cJ I I I 1� Job Number.189570AR SEA CONBLDG At Lines: 6.1-14,16,18-21 (BLDG 'A') Page. Hor+ Ver�l Frame Reaction Schematic(aii reactions are in kips,I kip=1,000 pounds) Moment+ Description Grid Ver Hor Moment Description Grid Ver Hor Moment DEAD+LIVE LOAD A 12.415 0.605 0.000 DL+ 1/2LL+WLR A 5.933 5.414 0.000 DEAD+LIVE LOAD B 50.168 0.000 0.000 DL+1/21.1,+WLR B 14.424 0.000 0.000 DEAD+LIVE LOAD C 62.948 0.000 0.000 DL+ 1/2LL+WLR C 21.131 0.000 0.000 DEAD+LIVE LOAD D 46.290 0.000 0.000 DL+ 1/2LL+WLR D 16.744 0.000 0.000 DEAD+LIVE LOAD E 3.745 -0.605 0.000 DL+1/2LL+WLR E -1.464 5.893 0.000 DL+WLL A -3.256 -5.339 0.000 DL+E/1.4(L) A -5.795 -12.309 0.000 DL+WLL B -1.747 0.000 0.000 DL+E/1.4(L) B 17.654 0.000 0.000 DL+WLL C -4.710 0.000 0.000 DL+FJ1.4(L) C 11.340 0.000 0.000 DL+WLL D -8.550 0.000 0.000 DL+E/1.4(L) D -5.136 0.000 0.000 DL+WLL E 2.354 -3.549 0.000 DL+E/1.4(L) E 12.153 -10.091 0.000 DL+ 1/2LL+WLL A 2.145 -4.943 0.000 DL+E/1.4(R) A 9.025 11.935 0.000 DL+ 1/2LL+WLL B 18.563 0.000 0.000 DL+E/1.4(R) B 1.441 0.000 0.000 DL+ 1/2LL+WLL C 20.943 0.000 0.000 DL+E/1.4(R) C 11.944 0.000 0.000 DL+1/2LL+WLL D 11.444 0.000 0.000 DL+E/1.4(R) D 17.739 0.000 0.000 DL+ 1/2LL+WLL E 3.672 -3.945 0.000 DL+E/1.4(R) E -9.933 10.465 0.000 DL+1/2WLL+LL A 9.980 -1.971 0.000 DL+LL+E/1.4(L) A 5.005 -11.517 0.000 DL+ 1/2WLL+LL B 44.521 0.000 0.000 DL+LL+E/1.4(L) B 58.274 0.000 0.000 DL+ 1/2WLL+LL C 54.772 0.000 0.000 DL+LL+E/1.4(L) C 62.6461 0.000 0.000 DL+1/2WLL+LL D 38.865 0.000 0.000 DL+LL+E/1.4(L) D 34.853 0.000 0.000 DL+1/2WLL+LL E 4.367 -2.473 0.000 DL+LL+E/1.4(L) E 14.788 -10.883 0.000 DL+WLR A 1 0.532 5.018 0.000 DL+LL+E/1.4(R) A 19.825 12.727 0.000 DL+WLR B -5.886 0.000 0.000 DL+LL+E/1.4(R) B 42.062 0.000 0.000 DL+WLR C -4.522 0.000 0.000 DL+LL+E/1.4(R) C 63.250 0.000 0.000 DL+WLR D -3.251 0.000 0.000 DL+LL+E/1.4(R) D 57.728 0.000 0.000 DL+WLR E -2.782 6.289 0.000 DL+LL+E/].4(R) E -7.298 9.673 0.000 Apr 04,2001 c:\dsnlib\l89570ar.dso 06:34:06 PM i - , I �� i NO. �(-�1T� 4� �- JOB TITLE ^�=�'-��-�� QUOTE NO. -SCRIPTION DESIGNED BYTE CHK'D BY vAW i J6-s ,� , 2 DATE SHEET NO. co � � z Y n� M N 3 W N Nj .Q N c yj - x .� 1O � C c \ . 9 i J M 0 .j ,9 .9 '6 pa - _ I" 3 m4- Ma" J ccv00 J w , 1 J I 14 Job Number:189570AS SEA CON BLDG At Lines: 15,17 (BLDG 'A') Pa;e:X;�T- Hor+ Ver Frame Reaction Schematic(ail reactions are in kips,I kip=1,000 pounds) Moment+ Description Grid Ver Hor Moment Description Grid Ver Hor Moment DEAD+LIVE LOAD A 12.363 0.504 0.000 DL+ 1/2LL+WLR A 5.913 5.378 0.000 DEAD+LIVE LOAD B 50.211 0.000 0.000 DL+ 1/2LL+WLR B 14.441 0.000 0.000 DEAD+LIVE LOAD C 63.239 0.000 0.000 DL+ 1/2LL+WLR C 1 21.423 0.000 0.000 DEAD+LIVE LOAD D 46.760 0.000 0.000 DL+1/2LL+WLR D 17.114 0.000 0.000 DEAD+LIVE LOAD E 3.602 -0.504 0.000 DL+1/2LL+WLR E -1.517 5.929 0.000 DL+WLL A -3.241 -5.317 0.000 DL+E/1.4(L) A -5.778 -12.289 0.000 DL+WLL B -1.764 0.000 0.000 DL+E/1.4(L) B 17.626 0.000 0.000 DL+WLL C -4.405 0.000 0.000 DL+E/1.4(L) C 11.658 0.000 0.000 DL+WLL D -8.281 0.000 0.000 DL+E/1.4(L) D 4.874 0.000 0.000 DL+WLL E 2.390 -3.572 0.000 DL+E/1.4(L) E 12.190 -10.110 0.000 DL+ 1/2LL+WLL A 2.135 -4.965 0.000 DL+E/1.4(R) A 8.997 11.892 0.000 DL+ 1/2LL+WLL B 18.567 0.000 0.000 DL+E/1.4(R) B 1.472 0.000 0.000 DL+ 1/2LL+WLL C 21.244 0.000 0.000 DL+E/1.4(R) C 12.223 0..000 0.000 DL+ 1/2LL+WLL D 11.785 0.000 0.000 DL+E/1.4(R) D 18.130 0.000 0.000 DL+ 1/2LL+WLL E 3.643 -3.923 0.000 DL+E/1.4(R) E -10.000 10.508 0.000 DL+ 1/2WLL+LL A 9.937 -2.055 0.000 DL+LL+E/1.4(L) A 4.975 -11.587 0.000 DL+ 1/2WLL+LL B 44.554 0.000 0.000 DL+LL+E/1.4(L) B 58.288 0.000 0.000 DL+ 1/2WLL+LL C 55.066 0.000 0.000 DL+LL+E/1.4(L) C 62.956 0.000 0.000 DL+ 1/2WLL+LL D 39.305 0.000 0.000 DL+LL+E/1.4(L) D 35.258 0.000 0.000 DL+ 1/2WLL+LL E 4.249 -2.389 0.000 DL+LL+E/1.4(L) E 14.697 -10.813 0.000 DL+WLR A 0.537 5.027 0.000 DL+LL+E/1.4(R) A 19.750 12.594 0.000 DL+WLR B -5.890 0.000 0.000 DL+LL+E/1.4(R) B 42.134 0.000 0.000 DL+WLR C 4.226 0.000 0.000 DL+LL+E/1.4(R) C 63.521 0.000 0.000 DL+WLR D -2.952 0.000 0.000 DL+LL+E/1.4(R) D 58.262 0.000 0.000 DL+WLR E -2.770 6.280 0.000 DL+LL+E/1.4(R) E -7.493 9.805 0.000 Apr 04,2001 c:\dsnlib\l89570as.dso 06:34:58 PM i i I JOB NO. 1 � Col_. JOB TITLE f�TTLE ,T"2uc-r,C'i QUOTE NO. � / 7 'SCRIPTION DESIGNED BY---G 1 j CHK'D BY l / MA j Fr-P E C mEu2oj/_ DATE 11-1-00 SHEETNO. 14 S•� r/ lb- I" S Ipi325 eD-T:s 4 riP� A3zs Qoc�s "� '2'- - �� .� �I _ I V� TO: Dave Anderson Building Official City of Arlington FR: Jim Tracy Code Consultant Michael J. Gale and Associates Monroe, WA Re: Les Schwab Tire Center Automatic Sprinkler Plan Review City of Arlington Job. No 01-4688 The automatic sprinkler system plan submitted by Viking Fire Protection has been reviewed for conformance with the requirements of 1999 NFPA 13, Installation of Sprinkler Systems and 1996 NFPA 20, Standard for the Installation of Centrifugal Fire Pumps. The plan review set includes four sheets and hydraulic calculations. Note: The plan set was not sealed with a Washington State Certificate of Competency stamp. The submittal did not include manufacturer's equipment data sheets for the fire pump, jockey pump, pump controllers, and other equipment associated with the pump installation; sprinklers, valves, backflow prevention assembly, dry pipe valves and associated equipment and trim arrangements; water low and valve tamper switches, hanger components, earthquake bracing hardware, etc., therefore this review does not include commentary on the listing or approvals of the equipment to be installed. This review does not address the requirements of Uniform Fire Code Article 81, High piled Combustible Storage. It should be noted that 1999 NFPA 13 Subsection 7-6.6 has a requirement for installation of small hose [1 Y2 in.] for first- aid fire-fighting and mop-up operations for tire storage that have not been provided per note on plan sheet FP-2. Plan Review Comments: 1. The fire department connection piping between the check valve and the outside hose coupling is required to be equipped with an approved automatic drip drain. Ref: 1999 NFPA 13 paragraph 5-15.2.5 2. The review of the hydraulic calculations is based on the following water supply information included with the submittal: Static pressure 49 psi; residual pressure of 20 psi when flowing 3023 gpm. Note: This data and location of the flow test should appear on the working plans. Ref: 1999 NFPA 13 paragraph 8-1.1.1 3. Hydraulic calculations for Remote Area #2 (Service Bays) have not been included with the submittal. Further, hydraulic calculations should be provided for the Open Service Canopy dry pipe system. 4. Factory pump curves for the fire pump have not been included with the submittal for verification that the pump can provide a 85.2 psi boost at the ESFR sprinkler demand flow of 1232.7 gpm. Note: The plans indicate that the rated capacity of the fire pump is 1000 gpm at 100 psi. 5. The power supply and pump controller arrangements for the fire pump are not included on the plans and are not reviewed for conformance with NFPA 20. Details of the pressure sensing line connection for each pump should be shown on the plans. Each controller (including jockey pump) should have its own individual pressure sensing line having two check valves at least 5-ft. apart with a 3/32-in. hole drilled in the clapper to serve as dampening. Ref: 1996 NFPA 20 paragraph 7-5.2.1 and Figures A-7- 5.2.1(a) and (b) 6. Verify that the valves associated with the backflow preventer are not butterfly type valves, which are not permitted by 1996 NFPA 20 Section 2- 9.5 to be installed in the suction pipe within 50-ft. upstream of the pump suction flange. 7. Care should be taken to ensure that the eccentric flange reducer at the pump suction is installed correctly to avoid formation of an air pocket. Ref: 1996 NFPA 20 Section 2-9.6 8. A main drain test connection for each system supply riser should be provided and sized as shown in Table 5-14.2.4.2; i.e., at least 2 in. for the 4 in. risers. Ref: 1999 NFPA 13 paragraph 5-14.2.4 9. Sprinklers should be installed under the first landing above the lowest level in the stairs. Ref: 1999 NFPA 13 paragraph 5-13.3.2 10.Verify the installation of sprinklers under overhead rolling doors that may obstruct sprinkler discharge when in the raised position. 11.Plan submittals should include calculations of horizontal loads for sway bracing. The 3/8 in. bolt shown in the sway bracing detail should be upsized to Y2 in. if the brace angle from vertical will be less than 45 degrees. Ref: 1999 NFPA 13 paragraphs 6-4.5.6, 6-4.5.8, and 6-4.5.9 12. Field inspection should verify lateral bracing every 40 ft. and longitudinal bracing every 80 ft. on cross and feed mains. Lateral bracing should be provided within 20 ft. and longitudinal bracing within 80 ft. of the end of a cross or feed main. Exception: Lateral sway bracing is not required on pipes individually supported by rods less than 6 in. long. Ref: 1999 NFPA 13 paragraphs 6-4.5.3 and 6-5.4.4 2 ., A 13.Tops of risers are required to be secured against drifting in any direction, utilizing a four-way sway brace. Ref: 1999 NFPA 13 paragraph 6-4.5.5 14.Powder-driven fasteners are not permitted to attach sway braces to the building structure unless they are specifically listed for this service. Ref: 1999 NFPA 13 paragraph 6-4.7.3 15.Clearances should be provided around all piping extending through walls, floors, platforms; etc., in accordance with 1999 NFPA 13 paragraph 6- 4.4.1. Minimum clearance on all sides of pipes 1 in. through 3Y2 in. should not be less than 1 in. and not less than 2 in. for pipe sizes 4 in. and larger. No clearance is necessary for piping passing through gypsum board or equally frangible construction that is not required to have a fire-resistance rating or if flexible couplings are located within 1 ft. of each side of a wall, platform, or foundation. 16.The installer should provide a permanently attached nameplate at the system riser indicating the system design density/area and system demand at the base of riser (including hose allowance). Ref: 1999 NFPA 13 Section 10-5 17.There should be maintained on the premises a supply of spare sprinklers, corresponding to the types and temperature ratings of the sprinklers installed. Ref: 1999 NFPA 13 Subsection 3-2.9 18.For all inspections and tests, contact Michael J. Gale and Associates at 425-788-8962. They will coordinate all tests and inspections with the City of Arlington Building and Fire Departments. 19.No work is to begin prior to issuance of the permit for the automatic sprinkler system. 3 CllFV OV ARK_ INSYON CONS-TRUE--FION F)11=-RM1 -r F:)1V-RM1l[ Owner: L[S SCHWAB 7IRE LE!VlER P O B�X 667 PR[N�V1LLE 97754 Value of Work: $50,000. 00 Tax ID: 283105-0043-001 Phone: 541 416 5162 Describe Work: NEW FlRE SPRINKLER SYSTEM Proposed Use: TIRE RETAIL STORE Legal Description: Job Address: 16607 SMOKEY PT. 8LVD Contractor' s Name Type Address License# VIKING AUTO SPRINKLER CO. SPR 3434 1ST AVE S VlKINAS373NT TOTALS Fee Permit Fee $502.00 Consultant fees $1,235.00, Plan Fee s326. 30 TOTAL FEE FEE. . . . ... . .. . . .~ . .. $2,063.30 As, '��./�� .� '��rF�'�`� !�|�. i HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . ... . ... . . .. . ~ $0.00 KNOW THE SAME TO BE TRUE AND CQR- -ROVISIONS OF LAWS AND T0TAL DUE.. . . . . . .. .. .~.. . . $2,063.30 a-NCE� GOVERNING THIS TYPE OF OR- DATE RECEIPT # - ^r /4 � LUING OFFICIAL K AUG KW/ \/- M \ \\0 wt�~~ r FROM .: CITY_OF_AP.LINGTON FAX NO. : 360 435 3906 Jun. 20 2001 11:25AM P2 CITY OF ARLINGTON CONSTRUCTION JUN 2 6 Z001 PERMIT \ec.Spk�L p D [dIT�'� ARLINGT4RMIT NO.0 A(J� - CIl Y LIP PHONE a E?L1ILOING � ter-��••••r.� PLl1MB1NG CO►•tEIINwTION Mall ADDRESS T� \ j OWNER C11-T �54\ JA\� ' [_L� h�DC'� l PHONE Mgll AUU4ESS CITY LIP ARCHITECT OR DESIGNER A/Ls CITY ZIP PHONE GENER0.L L TRA OR MAIL ADDRESS 'x,r-''.� �J(� C o" �� .e ! X CITY ZIP PHONE LICENSE I MECM.wNIC-AtC�NiRAFT9R � ,CZ�_'-.>Q AIL ADDRESS s,� �" ` �\3� Cz�, (.�zz•�11:��10 �I�ti_\,J�.� ��EIC CO. CITY a LIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CLASSOF WORK 2 ©NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK ZLo 6ESCRIBE WOkK M PRUP()St u USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- wL - — - � Q-� TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI Z LLGAL OES('RIPTIUN Of PROPERTY(SHOWNRELUW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT_THE J LUI RLIXK OF GRANTING OF A PERMIT DOES NOT PRESUMETO GIVE AUTHORITYTO W A 1" i�A� VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF a Tax ID NUMBER FROM PROPERTY TAX STATEMENT CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. a . DATE SIGNATURE OF CONTRACTOR OR AU H 108 AUURtSs 7NT �`w ®�C ) , (OPEICE U9E ONLY) ECHANICAL PLUMBING , FEE VA FIXTURRS NO. TYPE OP EQUIPMENT EEL. I'!PIXTURPS NO. Tyra op pocTuRL ATER CLOSET TOILSr IRCOND.UNrZS-H.P, EA. ul I'a.. EPRIGF3LATTON UNITS-H3.EA d •6a•• AT1iTUB vATORY(?I/Ml I KASRN OILERS-H_P_EA. u .IiR'• AS FIRED A_C.UNITS-TONNAGE,E.A. .Ga•• HWWER TCHEN SINK dt DISPOSAL ORCRD AIR SYJIRMS-B.T.U. MEA ISIIWASHER ALL HEAC6RS-B.T.U. M UNDRY TlLwY NIT FICAA-IVRS-B.T.U. M LOTHES WASHER JIVAI'ORATIVECOOLERS R HEATPAHIS DRYERS ItILATION PAN RINKING POUNTA)N GE HOOD COMMERCIAL HANDLING UNIT- CPM LOOR DRAIN ACUU►(ERQAKRRS oor DRAINS-RAINLEADFRS At.FIR&E4acr g cHIMNRY INK ERVICK-BAR.ETC.) ER IIHATFR PIPING •Cu ro S=S3.W..ddel. S.'1S ui meal II•t mua be rovided SUR TorAL SUB TOTAL PERMIT PERMIT TE- TvcaL I TOTAL FEE PLAN CHECK FEE _ PLAN CHECK NUMBER SIULVAKV5(IIIACK SIRF.L15LIt6Ac.A REAR YARD SETBACK FEE RECEIPT NO SF LUNt LOT A�r.n VACANT SITE VALUATION FEE I-1YES n NO FEES fi-. '� ,, I i I YPL O! CONSI OCC UPANLY GROUP n10.OF DWELLING UNITS PLAN LHELKINI, vv BU'LDING s SILL OI BLIX., NO.OI SlUkll.� MAX.UCC.LOAD PLUMBING F IRE SPR1NKLtRS RLQUIRED YES NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.303(4 WATERJSEWER FEES TOTAL PERMIT VALIDATION WI-IEW PROPERI.T VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT 6 RECEIPT PAID _.CRu --BY BUILDING OFFICIAL GATE Lc: ASSESSOR,APPLICANT.TREA�uRER.BLOC• DEOT. ' RECORDS COPY VIKING AUTOMATIC SPRINKLER COMPANY 3434 1 ST AVENUE SOUTH SEATTLE, WA 98134 206-622-4656 FAX 622-9319 TRANSMITTAL DATE: 6/20/01 PROJECT: LES SCHWAB TIRE CENTER TO: CITY OF ARLINGTON CONTRACT NO. OT-9223 238 N. OLYMPIC AVE ARLINGTON,WA.98223 ATTENTION: BLDG.DEPT. (LINDA FRIDDLE) FROM: Bernie Wester RE: Fire Spkr.Permit ITEMS COPIES DESCRIPTION 1. 4 FP-1,FP-2,FP-3&FP-4 2. 4 HYDRAULIC CALCULATIONS FOR REMOTE AREA#1 AND#2 3. 1 PERMIT APPLICATION COMMENTS: Please call with any questions. (x) For Your Approval Sincerely, ( ) Customer Approval �A Q�j ( ) Construction-No return required ( ) Please return( )copies with your approval and or comments Bernie Wester Viking AutomLinkler . Copy To: Job File REFCerviel) JUN 2 6 200, / 7 c �OFARtjNGTp (f) &'� N -1 • I I I1 r . • 1 . � WSJ — 1 = '_• I 1 1 — fi ,�, P_ — �� ► L1 1 11 _ I111 Ll 1 t � 1 1 s: 1 I VIKING A OMATIC SPRINKLER COMPANY 3434 FIRST AVE. S. SEATTLE,WA. 98134 iilinAU'LIC CALCULATIONS FOR LES SCHWAB TIRE CENTER SMOKEY POINT, WA. REMOTE AREA #1 SHOWROOM FILE NUMBER:OT-9223 DATE: 6/15/01 -DESIGN DATA- OCCUPANCY CLASSIFICATION: TIRE STORAGE DENSITY: 50 PSI FOR 12 ESFR SPKRS AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1232. 7 gpm TOTAL WATER REQUIRED (including hose) : 1482. 6 gpm FLOW AND PRESSURE (@ BOR) : 1482. 6 gpm @ 29. 7 psi SPRINKLER ORIFICE SIZE: 3/4 inch (K-14) NAME OF CONTRACTOR: VIKING AUTOMATIC SPRINKLER CO. DESIGN/LAYOUT BY: Bernie Wester AUTHORITY HAVING JURISDICTION: City CONTRACTOR CERTIFICATION NUMBER: VIKINAS373NT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030713 ) HRS SYSTEMS, INC. TUCKER, GA 30084 I I I SPRINKL7F,D- SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/15/2001 C: \F � 72\SMOKEYI.SDF JOB TITLE: LSTC-SMKY-SHOWROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 49. 0 20. 0 3023. 0 41.2 1482. 6 29.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1482. 6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1232. 6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0. 0 SOURCE 29. 7 1232. 6 101 20.0 K=14 . 00 51. 1 100. 1 102 20. 0 K=14. 00 51. 9 100. 8 103 20. 0 K=14 .00 54 . 6 103. 5 104 20. 0 K=14 .00 60. 5 108 . 9 105 21.0 K=14 . 00 50. 5 99. 4 106 21. 0 K=14 . 00 51.2 100.2 107 21. 0 K=14 . 00 53. 9 102 .8 108 21. 0 K=14 . 00 59.7 108 .2 109 22.0 K=14. 00 50. 0 99. 0 110 22. 0 K=14 .00 50. 7 99. 7 111 22 . 0 K=14 . 00 53.4 102. 3 112 22. 0 K=14 . 00 59.2 107 .7 Al 20. 0 - - - - 72.2 - - - B1 21.0 - - - - 71.3 - - - C1 22.0 - - - - 70. 6 - - - A 19.0 - - - - 79.7 - - - B 19.0 - - - - 79.7 - - - C 19. 0 - - - - 79. 9 - - D 19.0 - - - - 83. 4 - - - E 19.0 - - - - 84. 1 - - - F 19. 0 - - - - 84 .7 - - - G 19. 0 - - - - 89. 8 - - - TR 19.0 - - - - 92.7 - - BR 3.0 - - - - 101.7 - - PMP-DIS 3.0 - - - - 104.8 - PMP-SUC 3.0 - - - - 19. 6 - - - BF1 3.0 - - - - 19. 9 - - - BF2 3.0 - - - 24. 8 - - - UG1 2 . 0 - - 25. 5 - - - � . I I SPRINKLF-')SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/15/2001 C: \F 372\SMOKEYl.SDF JOB TITLE: LSTC-SMKY-SHOWROOM PIPE 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 -100. 1 2. 067 PL 8. 00 PF 0. 8 101 20. 0 14 . 0 51. 1 100. 1 9. 6 120 FTG ---- PE 0. 0 102 20 .0 14 .0 51. 9 100 .8 0.094 TL 8 . 00 PV 0. 6 Pipe: 2 -200. 9 2. 067 PL 8 . 00 PF 2. 7 102 20. 0 14 . 0 51. 9 100. 8 19. 2 120 FTG ---- PE 0. 0 103 20. 0 14 . 0 54 . 6 103. 5 0.342 TL 8 . 00 PV 2. 5 Pipe: 3 -304 . 4 2 .067 PL 8 . 00 PF 5. 9 103 20. 0 14 . 0 54 . 6 103. 5 29. 1 120 FTG ---- PE 0.0 104 20. 0 14 . 0 60.5 108 . 9 0. 737 TL 8. 00 PV 5. 7 Pipe: 4 -413. 3 2.067 PL 4 .00 PF 11.7 104 20. 0 14 . 0 60.5 108 . 9 39. 5 120 FTG E PE 0. 0 Al 20. 0 0. 0 72.2 0. 0 1.297 TL 9. 00 PV 10. 5 Pipe: 5 -413.3 2.469 PL 1. 00 PF 7 . 1 Al 20. 0 0.0 72.2 0. 0 27 . 7 120 FTG T PE 0. 4 A 19. 0 0. 0 79.7 0. 0 0. 546 TL 13. 00 PV 5.2 Pipe: 6 -99. 4 2. 067 PL 8 . 00 PF 0.7 105 21. 0 14 . 0 50. 5 99. 4 9. 5 120 FTG ---- PE 0.0 106 21 . 0 14 . 0 51.2 100.2 0.093 TL 8. 00 PV 0. 6 Pipe: 7 -199. 6 2.067 PL 8 .00 PF 2.7 106 21. 0 14 . 0 51.2 100.2 19. 1 120 FTG ---- PE 0. 0 107 21. 0 14 . 0 53. 9 102. 8 0. 338 TL 8 . 00 PV 2. 5 Pipe: 8 -302. 4 2.067 PL 8 . 00 PF 5.8 107 21. 0 14 . 0 53. 9 102. 8 28 . 9 120 FTG --- PE 0. 0 108 21. 0 14 .0 59.7 108.2 0.728 TL 8 . 00 PV 5. 6 Pipe: 9 -410. 6 2. 067 PL 4. 00 PF 11. 5 108 21. 0 14 . 0 59.7 108 .2 39. 3 120 FTG E PE 0. 0 B1 21. 0 0. 0 71. 3 0. 0 1.282 TL 9. 00 PV 10. 4 Pipe: 10 -410. 6 2. 469 PL 2 . 00 PF 7 . 6 B1 21. 0 0. 0 71. 3 0. 0 27 . 5 120 FTG T PE 0. 9 B 19. 0 0. 0 79.7 0. 0 0. 539 TL 14 . 00 PV 5. 1 Pipe: 11 -99. 0 2.067 PL 8 .00 PF 0.7 109 22 . 0 14 . 0 50.0 99. 0 9. 5 120 FTG ---- PE 0. 0 110 22. 0 14 . 0 50.7 99.7 0. 092 TL 8 .00 PV 0. 6 Pipe: 12 -198.7 2.067 PL 8.00 PF 2. 7 110 22 . 0 14 . 0 50.7 99.7 19.0 120 FTG ---- PE 0. 0 111 22 . 0 14 .0 53.4 102. 3 0. 335 TL 8. 00 PV 2. 4 Pipe: 13 -301. 0 2.067 PL 8 . 00 PF 5. 8 111 22. 0 14 . 0 53.4 102. 3 28 .8 120 FTG ---- PE 0. 0 112 22. 0 14 . 0 59.2 107. 7 0.722 TL 8.00 PV 5. 6 -7., �, I I SPRINKLE SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/15/2001 C: \H �372\SMOKEY1.SDF JOB TITLE: LSTC-SMKY-SHOWROOM 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: 14 -408 . 7 2 . 067 PL 4 . 00 PF 11. 4 112 22. 0 14 . 0 59.2 107 .7 39. 1 120 FTG E PE 0. 0 Cl 22. 0 0.0 70. 6 0. 0 1.271 TL 9. 00 PV 10.3 Pipe: 15 -408 .7 2 . 469 PL 3. 00 PF 8 .0 C1 22. 0 0.0 70. 6 0. 0 27 . 4 120 FTG T PE 1.3 C 19.0 0.0 79. 9 0. 0 0.535 TL 15. 00 PV 5.0 Pipe: 16 100. 6 4 .260 PL 12. 00 PF 0. 0 A 19.0 0.0 79.7 0.0 2 . 3 120 FTG ---- PE 0.0 B 19. 0 0. 0 79. 7 0.0 0. 003 TL 12. 00 PV 0. 0 Pipe: 17 -310. 0 4 .260 PL 12 .00 PF 0. 3 B 19. 0 0.0 79.7 0. 0 7 . 0 120 FTG ---- PE 0. 0 C 19. 0 0.0 79. 9 0. 0 0. 023 TL 12. 00 PV 0. 3 Pipe: 18 -718 . 8 4 .260 PL 85. 00 PF 12.7 C 19. 0 0. 0 79. 9 0. 0 16.2 120 FTG TL PE 0. 0 TR 19. 0 0.0 92 .7 0. 0 0. 107 TL 119.23 PV 1. 8 Pipe: 19 -1232.7 6. 357 PL 16. 00 PF 2. 1 TR 19. 0 0. 0 92 .7 0. 0 12. 5 120 FTG 2LB PE 6. 9 BR 3. 0 0. 0 101. 7 0. 0 0. 041 TL 51. 21 PV 1. 0 Pipe: 20 -1232.7 6. 357 PL 10. 00 PF 3. 1 BR 3. 0 0. 0 101 . 7 0.0 12. 5 120 FTG LCB PE 0.0 PMP-DIS 3. 0 0. 0 104 . 8 0. 0 0. 041 TL 74 . 12 PV 1. 0 Pipe: 21 FIRE PUMP Rating: 1000. 0 gpm @ 100.0 psi PMP-SUC 3.0 0. 0 19. 6 0.0 Avail. : 1232. 7 gpm @ 85.2 psi PMP-DIS 3.0 0. 0 104 . 8 0.0 Req'd. : 1232.7 gpm @ 85.2 psi Pipe: 22 -1232. 7 8. 071 PL 5.00 PF 0. 3 PMP-SUC 3. 0 0. 0 19. 6 0. 0 7 . 7 120 FTG LG PE 0. 0 BF1 3. 0 0. 0 19. 9 0. 0 0.013 TL 22. 00 PV 0. 4 Pipe: 22A FIXED PRESSURE LOSS DEVICE BF2 3. 0 0. 0 24 . 8 0.0 5. 0 psi, 1232.7 gpm BF1 3. 0 0. 0 19. 9 0.0 Pipe: 22B -1232. 7 8.071 PL 5. 00 PF 0.2 BF2 3. 0 0. 0 24 . 8 0.0 7 .7 120 FTG L PE 0. 4 UG1 2.0 0 .0 25.5 0.0 0.013 TL 18 .00 PV 0. 4 Pipe: 23 -1232 . 6 8.390 PL 300. 00 PF 3. 3 UG1 2. 0 0. 0 25. 5 0.0 7 .2 140 FTG 5LG PE 0. 9 CITY 0. 0 SRCE 29.7 (N/A) 0.008 TL 417 . 00 PV 0. 3 Pipe: 24 -513. 9 4 .260 PL 48 . 00 PF 3.7 A 19. 0 0. 0 79. 7 0. 0 11. 6 120 FTG 2L PE 0. 0 D 19. 0 0. 0 83. 4 0. 0 0. 057 TL 63.80 PV 0. 9 SPRINKL SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/15/2001 C: \I S72\SMOKEYl.SDF JOB TITLE: LSTC-SMKY-SHOWROOM 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: 25 -513 . 9 4 .260 PL 12 .00 PF 0.7 D 19. 0 0. 0 83. 4 0. 0 11. 6 120 FTG - - PE 0.0 E 19. 0 0. 0 84 . 1 0. 0 0. 057 TL 12.00 PV 0. 9 Pipe: 26 -513. 9 4 .260 PL 12.00 PF 0.7 E 19. 0 0. 0 84 . 1 0 . 0 11. 6 120 FTG --- - PE 0. 0 F 19. 0 0. 0 84 . 7 0 . 0 0. 057 TL 12.00 PV 0. 9 Pipe: 27 -513. 9 4 .260 PL 80. 00 PF 5.0 F 19. 0 0.0 84 .7 0. 0 11. 6 120 FTG L PE 0. 0 G 19. 0 0. 0 89.8 0. 0 0.057 TL 87 . 90 PV 0. 9 Pipe: 28 -513. 9 4 .260 PL 16.00 PF 2. 9 G 19. 0 0. 0 89. 8 0. 0 11. 6 120 FTG TL PE 0.0 TR 19. 0 0. 0 92. 7 0 . 0 0.057 TL 50. 23 PV 0. 9 NOTES: (1) Calculations were performed by the HASS 7 .2 computer program under license no. 38030713 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0. 003 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 39. 5 ft/sec at pipe 4 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 4 .260 13. 17 26. 33 7. 90 28 . 97 15.80 2. 63 26. 33 13. 17 26. 33 6.357 17. 60 37. 72 11. 32 40.23 12.57 3.77 35.21 23. 89 37.72 :,, �.� 1 I I SPRINKLF',-D)SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/15/2001 C: \F ,72\SMOKEYl.SDF JOB TITLE: LSTC-SMKY-SHOWROOM PAGE: A MATERIAL: S40 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. 067 5. 00 10. 00 3.00 11.00 6.00 1.00 10. 00 10. 00 10. 00 2. 469 6. 00 12.00 4. 00 14 . 00 7.00 1. 00 10. 00 10. 00 12.00 8. 071 18. 00 35. 00 13.00 45. 00 12.00 4 . 00 35. 00 27.00 35. 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 8 . 390 31. 00 60.00 22. 00 78 . 00 21.00 7. 00 60. 00 SPRINKLg�SYSTEM HYDRAULIC ANALYSIS f'� Page 6 DATE: 6/15/2001 C: \H )72\SMOKEYl.SDF JOB TITLE: LSTC-SMKY-SHOWROOM WATER SUPPLY ANALYSIS Static: 49.00 psi Resid: 20.00 psi Flow: 3023.0 gpm 180. 0 - - - - - - LEGEND 1 Pressure available 150. 0 at source 2 41.24 psi @ 1232. 6 gpm Pressure required at source G 3 29. 72 psi @ 1232 . 6 gpm A Net Pressure U 120. 0 supplied by pump 4 4 85.20 psi @ 1232. 7 qpm G E Total Pressure avail- s able at pump dschg. 5 116.28 psi @ 1232 .7 gpm P Total Pressure re- R quired at pump dschg. E 90. 0 104 .76 psi @ 1232.7 gpm S S R R E 60. 0 P S ' i 1 30. 0 2 0. 0 -14 . 7 80Q20C1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) _ ._ Sprinkler water available at source ,M :, I I I LEGAL DES ,RipTION= FEET OF LOT 50 OF BINDOING SITE LOTS 3 AND THE WEST 1O6 UNDER RECORDING PLAN, RECORDED JULY 10, gg5 WASHINGTON, BEING A 9507105005, IN SNOHOMISN CO�N1Y' PLAN RECORDED UNDER OFING THE REVISION OF BINDING SITE 105002, BEING A PORTION NOS. 8804065010 AND 95OECTI�N 28 TOWNSHIP 31 NORTH, NORTHWEST QUARTER OF IoN COUNTY, WASHINGION; RANGE 5 EAST, W.M., IN SNOH OMISH EXCEPT THE NORTH 35 FEET OF SAID LOT 3. �pN AND THIS SURVEY ARE BASED THE ABOVE LEGAL DESCRIP UPON FIRST AMERICAN Tl INSURANCE COMPANY, Tl-E EMENTAL N0. 1 OF FORTH REPORT THIRD REPORT AND SUPP�- <0 8:00 A.M. DATED NOVEMBER 24, 199 NUMBER 391358-5S, DATED ALTA COMMITMENT ORDER FEBRUARY 8, 1999 AT 7= 30 AM. n r ,i �r ti i �: 72 +e'' arple_1' H rM �M X: capitolpump@acl.co�n , P C September 26, 2001 r CEPTANCE Project- Les � E C E V E Smo Npv2 � . �r SEA 2 8 01 ,c/ Contractor: Viking Automatic Sprinkler �, 10 20 Seattle, WA OR �/ VIM,f S A TTLE Au A N N GTON R CO, - PUMPING EQUIPMENT: Design Conditions are 1000 GPM at 100PSI 1 Peerless Fire Model 5AEF8N, LJL rated cast iron bronze fitted hor ontal split. ase Fire Pump with a 75 HP, 3550 RPM, 208 volt, 3 phase motor. The pump es with the following accessories: Suction and discharge gauge. (2) Automatic air release valve assembly. u Casing relief valve. Metron M430 WYE-Delta Open Transition. 6x5 125 Lb ANSI FIg CI, Concentric Discharge Reducer, Factory 8x6 125 Lb ANSI Fig C1 Eccentric Suction Reducer, Factory 1 Grundfos Model CR2-70U, 2.0 HP, 208 volt 60Hz, 3 phase Jockey Pump with companion flanges set. I Metron Model M 15A Jockey Pump Controller with minimum run timer. I Gerand K1000-743 6" flow meter with grooved connections. �v -�l y! � :� �r'�' �i� '� - - � - � L ti� 'y; Y� \' `Sl�`I -�� r' . _�.I� �� Y�� J��. `�..��y�,�r ��,�' START-UP REPORT: Fire Pump SIN: 567990 Controller S/N: PE-0IN12131-11 Jockey Pump Controller S/N: FK-OIN12131-21 Test Meter S/N: 1027-OIF Rotation of main pump: Correct (RH) Clockwise Full Load Amps: Name Plate:211 Line 1: 121 Line 2: 122 Line 3: 122 Power to Panel: Line 1 /2: 204 Line 1 /3: 204 Line 3/2: 204 Coupling aligned? YES Packing gland adjusted? YES Mercoid Pressure Switch Settings: Per Owner: Per Viking Automatic Sprinkler Per Insurer: Per Fire Marshall: Jockey Pump: On: 128 Off: 15 Fire Pump: On: 118 Off 150 Case Relief Valve Setting: OK D EC E g W E Pump tested at design/ I SOW YES -S E P 28 20011 VIKING AUTOMATIC SPRINKLER CO. 6 Manual and 6 Automatic Starts: YES SEATTLE,wASHINGION :r _ _Flow Chart NO,&SIZE OF PUMP PRESSURE PITOT FLOW RPM VOLTS AMPS COMMENTS NOZZELS _ PRESSURE DISCHG. SUCT. NET Chuan3 ' 161 3$ 1 123 0 0 3579 206� 77_Y Gtl&4Al Delta 126 25 101 7.5 971 3559 204 122 101 13 88 I 13 1278 3552 202 134 loo % 87 11 76 16 1418 3551 203 136 _ 76 6 _ 70 18.5 1524 3548 203 137 Certified test curve enclosed. Instructions for operators: Start-up and test performed by: Capitol Pump Resources 3046 Hogum Bay RD Lacey, WA 98516 Ben Potter Witnessed By: L'F T 6D 0 �� 4'• CJ��yE _ Accepted By: — keyrcsegnloingg: �� _. 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ENIN■■■■ME : ERINN.■REE.INNER■IN. NM ■ ONE ■E.■■■..■■.s■ ■■..E./MElNME■■N■ ■.■�■ ■INN .EN■.1.■.s ERE■.E.mmmnmmn■■■■w■!■ ■■N.l.E■NE■ w■ M.■■ ■■E./ ................■E■.■M■N■EE.■E manages w�"iii:.E .INN=.:MEMO ::::::::::::�►::: ONE a"NOR EMEN MERINo"R MOONS - .INN.......■.■■■.■■w■■ ........■ ■E■■/NEW Ma 111 ■■w■ '. Nm■■■m.■w.mmm■■Em■.won �iN ■■■■.■ :w■" ONE N■■ ::■NM■■: ■!EN ■E.N■mmN■EEE.wMEN ■■�INmm■E. w■E■■ . ■■ w:mini■■w■. � .� �' :� A I I 2-OS-201 3:57PM FROM,i,B ENGINEERING 541 31 72940 � P. 2 SHMET I JF BY; r!A T : Jana 2001. ENGINEERING, INC. STRUCTURAL CALCULATIONS FOR FREE STANDING POLE SIGN LE S SCHWAB SMOKEY POINT, WA LOCATED IN: SMOKEY POINT, WASHIN TON �, CgTy OF ARLINGKA IBUR_oiNG DEPARTMENT NAI- AP pRO _ EXPIRES , f DATE .. NU CHANGES AUZHU►l1�� BLESS UILDING INSPECTORS CLIENT: - CARLSON SIGN BEND, OREGON STRUCTURAL CALCULATION iN ACCORDANCE WITH CURRENT UBC Al'-M AMENDMENTS 20380 HALFWAY RD,,SUITE A BEND,OREGON 97701 Ph: (541)317.2939 FAX: (5,11)317-2940 . . >y5 �' --• _ _ � � �� i �I i i II�l l .t r. � .�. ,. ��i/. .� i, y K. f �� -V• 1 � � � I: ., �_-�� _ IDS-20'1 2:29PM FROM 1_B ENGINEERING 541 3'1 72940 P. 3 I � f ryl *ION,ft}l 516N RISTALLM;* L� (04-rALI-W DY 616N a = INSTAL.o4) 'i III STANPAICP DTCC4I`M!' 1I I�N anny.>dr'+rlG,c�yc��7LJi0' .Qt) 1lwvrK.Y,y-Myo-size. N. 1aAlira �I� tl 1nx l"YT. T cnvc COATI"PNL LANPSW INM 0A 11AVtl•RNT PINI6H dwADC —r Q GO/Y•I>LrE OWdC' II �;,!; ,_ !II ,� � r Ii� 1, Ili Lj 11� • III 1'1 'ill I11. IL .II__III W III li A9 nit 7fD^Nlr•IpwnaNS, OR UI•ICNSTURDM r^"TK � ELEV,tLTtON --• a 12"O.G.70P 4 DPrrAM L^!'t D,OLT;TM*. NCYr avtwo1b Y .0 � BI81'1 AODVT �ee 0 t d a S�r �.,RkTa amsm tcop P-14 ■20 LAYS) _PLAT .. F00 nNG AND POLE SCHEDULE MAXIl1ILu RION HEIGHT,'H'. 2O rr 141A)"W114 MON AREA: IS S I IAI('RA: .^.OIL MARINO PRESSURF-: 130 P4.1•/ I'l PCPTH FAND EXPOSURC: C w AO mph 1 W15wC,MOTH, "S' A••0' Foonma DEPTH, v d•-0' - u*KXi PIPE SIZE: 10"A 00 LOWc91 PIPE SIZE: 17."tl Sw Low,P1PC LEW"; ID'-0' SEE OESION CRR9 1 PULE SIGN ELEVATION AND F001ING DETAIL \cn STALE, \W 2-OS-201 2:30PM FROM LB ENGINEERING 541 31 72940 � P. 4 PIPE C.01rUMN A5 PER DCTAIL. A/A CONTINUOUS PULL HrIGHT PAINTED AS PtR, OWNER PLAN VZH RIN& F=L.ATE 1"x 1.r WITH I" LIF OVER LOWED PIPE I/4" Q i N X GAP' PLATE 5/6" OUT r-IT INT© LOWER PIPE COLUMN 4" PIRA COLUMN A5 PER DIwTAIL A/A CONTINUOUS PULL HE1614T FAINT- AS PER OWNER SIGN SPLICE DETAIL ELEV, VIEW RIK& PLATE I"X �TYP WITI I I" LIP OVER LOWER PIPE PIPE COLUMN5 A5 DCTAIL A/A GONTINUOU5 r-ULL HE15HT PAINTVD A5 PER OWNER ELEV. VICA POST5 ANE? 516N TO MATCH SIGN SPLICE DETAIL PLAN VIF W 7 COLUMN SPLICE DETAIL N.T.S. �i • l 1 2-05-201 3:57PM FROM .-B ENGINEERING 5413172940 P. . MEI(' AAWiCAL PROPERTIES OF riPE ExrermaI Wall Weight Schedule 5act[on Rssisting Moment In Foot Pounds 01am.arar Thickness Lbs par Ff. Number modulus Grade A Grails B Inches Imcha• 18,000 p 27,0000 Stress Stress 2 .3/ti - 154 ' 3.65 40 .5606 640 1,260 7./` 203 5.79 40 3.064 1,596 2.394 3 1/2 .216 7.57 40 1.7241• 2,586 3,879 4 226 9. 11 40 2.3939 3. 590 5.385 4 1/2 . 168 8.64 2,629 3,944 51916 4 1/2 .237 10.79 40 3,2145 4,821 7,231 4 1/2 .337 14.98 80 4.2713 6,407 9,610 $ 9/16 . 198 10.76 4. 1161 6, 174 9,261 5 9/16 .258 14.61 40 5.45- 8, 175 12,262 5 9/16 .375 20.78 80 7;43 11, 145 16,717 6 5/8 . 188 12.89 5.9351 8,902 13,853 6 5/8 .219 14.97 6,8261 10,239 15,358 6 5/6 126 17.02 30 7.6905 11,536 17,304 6 S/8 .28-, 19.97 40 8:4968 12,744 19,116 6 5118 .375 25.03 10.80 16,339 24.509 6 5118 .432 28-57 80 12,224 18,335 27,502 8 5/8 . 168 16.90 10,261 15,391 23,086 8 5/8 .219 19.64 11,841 17,761 20,641 8 5/9 25 22.56 20 13.38$ 20107T 80., 115 8 5/8 .277 24.7 30 14.69, 22,036 83,064 8 5/4 .322 _ 28.55_ _ 40 10,809 25,214 87,821 8 5A 375 33.04 19.2•1 28,821 431 2&1 8 5/8 .50 43,39 80 24.611 36,771 515,166 10 3/4 . 188 21. 15 16. 16 24,250 85,875 10 3/1 .219 24.6 18,675 28,013 42,0106, 10 3/4 .26 28.04 20 21, 156•; 81,734 47,601 40 3/4 .279 31'..2 28,418 35, 127 52,690 10 11/4 .307 34.24 30 25.'566 38,340 67,523 1 . 65 4048 40 29:904, 44,856 67,284 1 , 4 .60 54.74 60 MOB 59,150 88,725 12 3/4 . 188 25.22 22.9 S4;485 51,727 12 3/4 .219 29.27 26.524 39,786 59;672 12 3/4 .25 83.37 20' 30.09 46, 135 67,702 12 3/4 .281 37.45 83.602 50,403 761 12 3;4 .312 41.51 37.00 55,590 831385 12 3/4 .330 43.77 30 38.073 58,460 87 690 12 3/4 .375 49.56 43.817 65,T26 98,589, 12 8/4 _ 406 .3_�6� 40 47.07 70,984 1011,491 12 3/4 . 50 65.4t 56,713 85,070 129',605• 14 .25 36.71 10 36.471 S4,707 82,060 14• .312 45,168 20 44.97 67,469 101,20T 14 375 54.56 30 53,261 79,877 1.19,815 14 .438 63.37 61.29 91,939 137005 14 .50 72,09 69. 108 103,662 165:49A 18 .:dS 42.06 10 47.958 71,94T 107,905 16 .312 52.36 59.25 88,868 183,303 16 ,375 62.57 30 70,261' 106,391 158,086 16 4.8 72,T2 81.01 121,512 182,268 8.2...T..7.r 40 91.493 137,239 205,858 18 .25 47.39 10 61.02 91,523 137,2$4 1R .312 59.03 20 75.48 118,212 169,818 18 .375 70.53 89.626 134,489 201,658 18 .50 93.45 117.02 1T5,528 263,292 20 .25 52,73 10 75.04 118465 170,107 20 .313 65.71 93.67 140:502 210,753 20 ^,75 79.59 20 111,35 167,021 250,531 110 r,0 104. 13 30 145.60 218.,1,,30 327 T96 24 "► Ei3,41 10 109.61 164,418 246:827 '31 I112 79.4fi 135,94 203,017 305,875 2•1 :17", 94.01 20 161,80 242,787 364,180 24 . 50 125.49 212.45 316,669 47$,ON Kn F iif w PIPE FA ' Sl P 1. Y O+r . , :,Lv'i `- Et (21V [613-?1:,i1 LDS RNGE1,85; !IALIE, 90023 2-05-231 3:SSP[,l FROM:-[-,,B ENGINEERING 54'13'172940 P. 4 PROJECT#; PR03ECT MAXIE: Lc-,- !wm.Aa IzrAeLsoN siewl 1B ENGINEERINGr, INC. By. _,--zap um: -pW ...... L T a6 -7 ---1 At 9 V A-T I,&- 1,2 ..... ....... • 40 Fd 63- 11 �50 X 0.2 6�11 � ^ ti I I I 2—OS-20-1 3:S9PM FROM I-B ENGINEERING S413*172940 P. 5 Title Job# Dsgnr; Date: Description. 3:39PM, 31 JAN 01 FastFrarne 2-D Frame Analysis v 5.0.8 Page 1 Node Node Coordinates I I -Node Label x y X Restraint Y Restraint Z Restraint I I ideg F T ft R 0 2 0.00D 1 4.5001 0 3 0.0w 14.000 0 4 0.000 18.500 I I0 Member Endpoint Nodes Member I 1 End Releases J End Releases 7 Property Label 1 Length Label] J Node x y z x Y z lNode A P I 2std 1 2 4.5W B l P I Ostd 2 3 9.500 C P(36w I 3 4 4,600 k (Data- Member ! Lengths slandonlefis Factors AISC;Bending 8 Stability Factors Label LvzZ ft Lu.XY I K:Z K-XY Cyn Cb 4.= I.I ff-, ,- r, -1 A im 0 Internal nt4iIiial B 9.500 9.500 1.00 t-.M Internal internal C. 4.50U 45W 1-M I.DD Internal Internal materials... Member Youngs Dens"y Thermal Yield Label I kri *01 inll-ODd ft Default 1.00 aoo= j 1.00 ,Steel I 29.000.00 1 0.490 j 0.000= SE"x.-ciio'n Sections.... Prop Label Material Am, Depth Tf Ixx Group Tag i Width Tw lyy Default Default 1.000 in2 0.000 in 0.000 in 1,00 in4 0-009 in 0.000 in 0.00 in4 P10std Steel 11,900 in2 10.750 in 0.000 in 167,OQ in4 O-OM in 0.365 in 0.00 in4 P 1 2std 'Steel 14.600 in2 12.750 in 0,000 In 278,(X in4 0-ow in 0X5-in Q.0 0 in4 P6std T steel 5.580 in2 6.625 in 0,000 in 28AQ in4 0,000 In 0.2B0 in Q-00 In4 Pft-td 8.400 in2 8,M in 0.000 in 72M in4 Steel T Gow in 0.322 in 0,00 in4 N()(,Ae Loads—.I Concentrated Loans and Moments Node Label Load Case Factors i x Y. Moment #1 92 93 #4 46 4 1 1.113k 1.00(7 EQ:a:d Combinations... Load Combination i Stress Gravity Low Factors Load Combination Factors Description Increase x Y #2 03 X 4 $6 Wind 1.330 -1.000 11.000 No deDis'p,lacemen-ts & Reactions - Node Label Load Combination i Node Displacements Node ReacUonx x y z x y Z In in Radians k k k-ft d Wind 0,04091 -0.00007 -0.00145I U 0 0 Wind 1 0 -0=01 7 -Q.0D4461 U 0 0 4 Wind 0.72021 -0.0=13 0 0 f 1 �_ �): • J �l i. I! 1 II 2-O5-201 _59PP 1 FRUP LB ENG I NEER I NG 54 1 13 172940 � P. 6 . 1 � Title Job# psgnr: pate; _\ Description.... 3:40PM. 31 JAN 01 FastFrame ?-D (Frame Analysis vs.o.s• Page•1� Node Node Coordinates Node LLabel ! ft I I X Restraint Y Restraint Z Restraint TwErilp 1 O.Om 0.000 Fixed _ Fixed I Fixed a 2 0.000 I 4,500) I I 0 3 0.000 I 14.000 I 0 4 O.00Q 18.500 0 Mem►�er I Endpoint Nodes Member i 1 End Releases J End Releases Label I pro label Length I l Node J Node rt I X Y Z X Y Z L--._ ...i -- -- -- . - .. IL A ( � PiOstd 1 - 2 4.500 6 PSstd 2 3 9,500 C ---P&Gtd 3 4 i 4.500 M rnber� tr•e ck Data... Member Unbraeed Lengths Slenderness Factors AISC Bending&Stability Factors Label Lu:Z g Lu:XY I K:Z K:XY Cm Cb A 4.507 4.5()C) 1 1.00 i Internal Internal B 9.500 9.500 I 1.00 1.00 I Internal internal C - 4.5M 4.500 1.0m 1.00 ; Internal internal I Member Youngs i Density Thermal Yield Label _ I ksl - kof in/+Wd lcsl - Dafault 1.00 0.(JOp O,OOQQOa ` 1.00 Steel I 29.000.00 i 0.490 ! 0.00mw I :1s.00 ..5ec#iarl Sac#ions... - ••--•-• --•---- Prop Label Area Depth Tf Ixx Material Group Tag i Width TW lyy Diboll 1.000 in2 0�000 in 0,000 in 1.00 In4 Default 0.000 in 0.000 in 0.00 in4 PIOstd Steel 11.9W in2 10,750 In 0.000 in 161,00 In4 0.000 in 0.366 in ODD in4 pl2std Steel T 14.600 in2 12,750 in O.OM in 279.0p in4 _ 0.000 in 0.3n In 0.00 in4 P6std I Skpel T 5.5B0 in2 6.626 in 0,000 In 21M. in4 0.00D in 0.280 in 0.00 in4 PSstd Steal 8.400 in2 8.625 in 0,000 in 72.50 In4 0.000 in 0.322 in 0,00 Ina Node L-oad-S.•. - . �( Concentrated Loads and Foments Load Case Factors Node Label i X Y Moment #1 #x *3 #4 #6 4 - -- -1 1.113k 1.000 . Load Combinations... -- - Load Combination Stress i Gravity Load ractors Load Combination Factors Description Increase i X Y I 91 #2 #3 #4 #6 Wind h_.._.1 .._i -1.COp L._._.._1.000 Node Displacements & Reactions Node Label Load Combination Node Displacements i Node Reactions i X Y X Y Z in in Radians I k k k-ft Wind 0 0... . 3a)_- 0.53920 _ 20.59WO 2 Wind 0.07090 -0.00007 -0.00251; 0 0 0 3 Wind 0^ k}2 -0.00017 -0.0=21; Q 0 0 Wind r 9.:i7320 -0.00019 -�tRPr-;F t7 0 0 2-05-201 4:OOPM FROM---'-,B ENGINEERING 5413-172940 P. 7 4- Title Job# Orgnr: Date: QwripWn.... 3:41 PM, 31 JAN 01 FastFrame 2-D Frame Analysis P"e I Nodes- Node Node Coordinates Label X Y X Restraint Y Restraint Z Restraint Temp ft 1-deg 1 0,0001 0.0001 Fbod Fixed Fixed 2 '0'.000 4.500 0 3 1 0.0001 14.000 1 I 0 4 0,0001 18.500 Member- Member Endpoint Nodes Mwnbftr 1 1 End Releases J End Releases I Pr label eVh - Label I Node' J Node I L ft X Y z X Y z A I P8std 2 4.500 1 T- B pfttd 1 1 2 3 9.5w 1 1 C P6std 3 4 4.5W Member Stress Check Data... Unbraced Lengths Slenderness Factors RISC Bending Stability Factors Label LuZ ft Lu.XY I K:Z K:XY I Cm Cb A 4.500 4.6W 1.00 Internal Internal B 91500 9.5w 1.00 1-w Internal Internal 4.�iM 4.500 1.00 im Internal Internal C I I—.. . "M- Member Youngs Density Thermal Yield Label k$i kCf inAfnd ksi Default 100 0.000 1.00 Steel 29,000.00 0.490 0,000t3S0 "X00 eCtlorl Sections- Prop Label Area Depth Tf IXx Material I Oroup Tag i Width Tw lyy Default Default 1.000 in2 O,GW 4W in 0.000 in 1. in4 I I 0.000 in 0.000 In 400 in4 PlOstd T1 1.9W in2 10.750 in Q.DOO In 161.()Q in4 Steel T 0-Om In 0.365 in 0,00 M4 P12std T14.600 in2 12.750 in 0.000 In 279.00 In4 Steel T 0.000 In OW6 in 0.00 in4 Paw -7-T Steel 5.580 in2 6.625 in 0-MO in 28.1-0 in4 0000 in 0.250 in OLOO in4 P8std Steel 8.400 in2 8.625 in 0,000 in 72.50 in4 0,000 in 0.322 in 0.00 in4 Node Loads-. Node Label concentrated Loads and Moments Load Case Factors X Y Moment #4 4_ 1.113k 1,000 Ead Corribinations... Load Combination Stress I gravity Load Factors Load Combination Factors Description J increase X Y *1 #2 $3 04 #5 Wind 1.330 1-0Nod,e Displacements & Reactions' Node Label Load Combination Node Displacements Node Reactions X Y z X Y in in Radians 1 k k k-ft 1 --1.1 13M 0.46561 20.69 050 2 1 Wind 0.15745 -0.00009 -0.00557I 0 0 0 3 Wind -0.0= 0012271 0 0 0 Wind 11.97452 1 -O.00021 -0,014= 0 0 0 r . . y. v 2-05-201 4:OOPM FROM_ -B ENGINEERING 54'10'1 72940 _ P. 8 PROJECT#: ._SSBET: _OF PR03PCT AIAl l:Je5 15CAWAf, � ENGINEERING MpN,_��,� Via.�T , INC,• By. —DM; �-s.»... ........... i ' � 1 r li._._ I,g,••��"_.f Ll�.�.;,. __' _. '_._�,-�...2�[SI:�K��,.Gc�a ' y : • ..�. �....._ ._,,._�._._ _.. ..... ...., ,_.1,,._ - ._. .-...._I...��w•.•..«w-+_-w__...+.•«.......uw....uw•w rYw.,.�_r:i-_• _ _.t. ..,r„�.+�r�...�....__.3.-._.....�_.� • 1 OS-201 4:01PM FROM„Lp ENGINEERING S413-172940 P. 9 1 � STRUCTURAL SPECIFICATIONS C ENERAL: ALL Mk ITIODS, MATERIAL AND WOk NIANSHTI' SHAI,1.C(-)Nl'ORM'I'O THI 1'T.ANS,'fl Tl;C.'I 112RF,NT FDTJ iC)N Oi '1'1 II (CABO), ANI) C IJRK1sN'f CABO STANDARDS, AS AMENDED AND Ar )r'':I,;FD I3Y 'rHl-; LOCAI. 0OVI;RNING BUILDING CODE AUll R)RITY. VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS AND hLEVATIONS PRIOR TO STARTWO WORK, CAI:I.DISCRFPANCIF;ti'I'()'i.'ER;Al-fENTION OF THE OWNFR AND RESOLVE BEFORE PR0CT,'}iT)I.NG Wl'IH']'F WORK. I E"I'A.1LS NOT SP1,C]l ICAl IN SHOWN SHALL BE CONSTZUC RI) SJMJLAR TO DET10,S Sl IOW.N I.OR RESPECTIVr MATERIA'I,,S AND SIMU.,AR CONDITXNS,SlMAX'T TO RENLE:W BY THE OWNER. SUBMIT S110P DRAWINGS OF ALL FABRICATED S'IRIJUTURAL ITEMS FOR REVIEW 13Y TTIE ENGINF.,FR PRIOR TO CONS'f RUC'I'ION, .INCJ,I JI)]N(.r: RE,.INF(.)RC:IN(j s'1.ELL,STI2UCIIALAL ANI)NUSCELLAI�EC)I.JS STT3)"s PRLI'ABRICAT7:,-'D. TRUSSI3S AND S`P EI.,MANUFACTURERS SHAN,SUBMIT S SI;'IN OF DRANMOS,AND CALC UI.AT'IONS SI'-,Ai FD BY A S'I'RUCTURAI,OR CIV 11,EN(3INEER RLGISI'I�RED IN THE STA'1 li 0 OREiCK)N. DI';SION C.RITf:R:IA: 1)1?AD LOADS ACTT JAT. WIND LOADS BASIC WIND SPEED=80 MPH, EXPOSURE"C", SIESMIC ZONE 3 AS PER U.B.C. CARTHWORK: 1 F(UIRVIXVIIONS: ALLOWABLE SOIL BEARING PR}SNQRU: 1500 P.S,F.(ASSUMED) 1-1/3 INCREASE Al.] OWT';I)VOR LOADS FROM WIN)OR St,ISMIC OR]CJN. SUE SOILS REPORT FOR RETAINING WALL DESIGN LOAD ANI)S()JL C,MIACITLES. t1T.T.,I(X)"fINCT SMALL BEAR ON FIRM, UNDISTURBED CVUH.OR"STRUCTURAT.BACK", AREAS OVER FXCAVKf'13U Sl IAL1, BIi BACKF'Ill.E.D WITI1 "STT2(JCTURAL, BACETIU," OR LEAN CONCR*= (f'r,=2000 p,;), "STRUCTURAL. BACKLIT,," STTALL C ONSIST OF APPROVED WFIZ-OR,ADED BACKFIjL MATFRIAT,WI'n I MAXIMIJM SIZE OF ROCK= 4". FROZEN SOIL,ORGANIC'MA'I'IHIC]A1.ANT)DELETERIOUS MAYIP.R 1S N(Yr/\LLOWn). CONTACT'To A']'U AST 95% OF ITS MAX'(MLJM DI-NSfl'Y AS I)E'1'.ERMINFD BY ASTM l)-1557-78. CONTRACTOR.S]GEI.LXLIRCISE:I�X'FRFMF CAM' 1.)URING EXCAVATION T(7 AVOIU DAMAGE T'O BURIED I,IN> S, TANKS, AND 0'37UR CONC17AIJA) rfl.WS. UPC)N DISC()VI?RY', IX) NOT PROCEED WITH WORK UNT11, RECEIVING WRITTEN INSTk1J("110NS FROM THF. OWNER. A C:OMPEI'EN'T'RFPRFSFNTATIVT;OF THE OWNER SHAIJ,INSPECT ALL P(XYI'ING F,XCAVATIONS FOR SU.fl'j,'%.B ITY OF 13T:ARIN0 SUR1'ACES PRIOR TO PLAUIVI NT OF RJsaNI'UIZCING STEEL. PROVIT)F D AINAGE AROUND All V1iORK'1'(> AV( U)WATER-SOFTENEDF(XJE'1N(rS. GRADING: SUB-GRADI" PREPARATION: COMPACT TOP 6 TNCI.II S C)F EXPOSED SUB-GRADE,AT OMIMUM MOISTITRE CoNl'L'NT '10 90 PERCENT OF MAX.TMCJM DRY DENSITY AS DEIERIVUNFD l3Y AS'iM D-1557. IF Ah Y SOFT OR)AX)SL SUB-GRADE IVIAITsRIA.LS ARL ENCOUNTERFI7, OVER-EXCAVATE AND REPLACE W]']'lI COMPACTED SITF, FIT,T,. I]' PROPER COMPACTION (.)F TI.1E SUB-(i:RAD1:, 3S I11AFRAC'T1CAL B CADSE OF 11XCESSIVE MUT�:f(Jlt1i, 0VFR .rxcnvA'fE AND REPLACE WEED A SUl."F1CIEN'T THICKNESS(NOT LF,SS 170AN 12")OF 2 INCH-MINI JS WA:iIM'L)ROCKF.ILL TO PROVIDIs A FIRMWORKSURFACE. AI.T,Sl)B(AZADL-3:LLVATIONSTOBEVvMITIN+/-0,1I'OOTOFTIIAT'SPl-;CD',IL-D. .BASE COURSE: l;'ROVIDF A FlN`NL C',(.)URSE 'fO DEPTH AS PER PLANS (6 INCHES MJ NIM(M, OP 3/4 INCH-MINUS ROAD .M,1,S, A(XilrUOAlE COMPACTED TO 901-+lRCN:NT(.)F MAXIMUM DRY DENSITY AS I)L11MNUNED BY AS'IM I.)-1557, BASE- 00URSE GRADING REQUIRFIVTI>N"I'S SHALL BE AS FOLI.OWS: I06"/6 PASSING 1-SIEVE,90-1000%PASSINGS/4 SIEVE:40- 65"/o Pi\SSJNCi#4 SXl`VI ;30-50'%PASSING A 38 SII:VF,3-9'%u PASSING;A J1200 SIrVT;. i� - ,r, E 2—OS-201 4:02PM FROM,.a_,B ENGINEERING 5413172940 P. 12 CONCRETE: T1 I1s SIz,I,IrnoN()1;MA-n,RIALS FO.R,AM)TT-fF MTXING ANT)PLACING OF A1,1,C()NCRl,IV Sl IAI J,CONFORM TO THE RE-QUIRT MI;N1'S 01-'1'I IE CURIZENT U,B.(„1MIA)CIMLIM SIZE OF AGGREGATE SHALL.BF 1 '11TE CI.,'.NUiNT CONTENT AND MAXIMUM SLUMP SHAf:I, RF AS SUOWN 131;L(_)W FOIZ 1NDICACL-:D CONCRF.TF "'IRU'N0111S(k'c),LJNLlstiS ALTERNA'1EMIX DESIGNS ARE SUBMT1TEDBY THE CONCRETE SUP.P1JER AND APPROVED BY THE OWNER. SiJCH MIX DESIGNS MIJST.BF STJBSTANTTATFD BY STRFN('rH D/l,TA FROM TRIAT, BATCHES OR F11-11D 1?,XPIi1Z1LNCE CONCRETE S'1'RENGIIIS SEALL BE; VERIFIED BY STANI-)ARl) 28-DAY C:Y1,1NI)ER Tll:STI 11 Rh WIRED. MJNlMUM 28-DAY MINIMUM SACKS OF C:HNffi lT MA XTMI JM LOCATION ION STRF.NGT H fc PER CUBIC YARD OF CONCRETE, SI (IMP All.CONC. 3000 5 IJ2 4" EX.CISP'1'AS NO SPECIAL INSP.REQUIRED NCYfID ALL CONCRETE EXPOSED TO .EARTH OR WEATHER SHALT, CONTAIN AN ACCEPTABLE AIR IiN'1'1ZA1N1NG AGENT, C()NI"i RMTNO TO ASTM SPECIFICATION C-260,TO ATI'ATN 4%TO 6%o ENFRAINFD AIR 13Y VOT,(JMF. FRESHLY PLACED CONCRETE I-ROM PRL•'MATURL DRYING AND EXCESS05.' COLD OR I.101' TFMPI-RAIIJRFS FOR AT TRAST 7 DAYS, TN ACCORDANCE WITI) ACl YA, NO ALUMINUM (CONDUI'.I', MISC3'-J,LANE(.AJS IT1,MS,13,1`C;.)Sl lAl.l.131L EMBEDDED IN ANY CONCRETE. COI.I)WLA11113k PLACING:PR(YrE(—"1'CUNC kE r8 WORK FROM PHYSICAL DAMAGE 0:2 RF.DUCFJ)STRUNGTi-I WIRCH MAD.LBE CAUSED BY FROST, FREEZING ACTIONS, OR IDW TFMPT:RATT.JRE-S,IN C")MPL11WCE W1TI-I ACI 306. IX) N(:)'C l'Itil; f I2(.>ZlEN MA'I'E'RIAiS OR MA'I IZIALS CONTAINING ICE OR SNOW. EX)NOT PL.ACF CONCRETE ON T'R(.ZEN 5UBGRADE OR ON SUBGRADE CONTAINING FR07EN MAT T?RIAI ti. HOT WI:ATITFR PLACTNO: WITfN I.JOT WFATIMR CONDITIONS 00ST(90 DEGREE'S FAI RENT lli1T AND ABOVE)VAUC'I1 WOUI-)SI"RIOUSLY IMPAIR TIE QUALITY AND STRENGTH OF CONCRETE,PLACE TH.M C:ONC:RETF IN ACC:ORDANC'1; WITH ACI 305R. METALS: RFTNI'�'ORCTNG STEFI,(IVIASONRY AND CONCRETE): RF.TNFO.RCFMF.Ni'SHAT.I.C()NC'()I:M'I`()AS'I"M A-015., GRADE, 60. D&IAIL,FAIBRICAFE AND PLACE-PER AC1315 AND ACI 318. SPLICJ?S ST LILT1.1313 24 11AR DlAMls'1 ERs,24" Ivl'IMNT JM FOR CONCRF'17-, 49 BAR DTAMFTFRS, SUPPORT ALL REINFORCEMENT WITH APPROVED C.HATRS, SPACERS,OR TIES. WELDW WIRE FABRIC: CONFORM'TC)ASTM A-82 AND A-185.LAP ONE FULL MESH ON SIDES AND FNDS.PLACE AT MID-DFPTI-I OF SLAB I JNT,FSSSHOWN OTFIF.RWTSF STRUC URAI. STT:T.1.: CONFORM TO Tff .IA114lSl' :N:DITI )N OF T1iE "AISC SPEC TICATION FOR TIIE DESIGN, I"ARRI(::N)ION AND likEC110N Ole S'IRUCT'URAL S'MEL FOIZ BUILDINGS." SHOP PAINT AF , FABRICA11ONS W 711 AN APPROVED PRIMFR (SRF PAINTING SPFCMICATION). OMNANIZ AI-11,R FALBRICAT'ION ALI. MISCELLANEOUS STF I.SPRCIFICAI.I.Y CAI.I F')IX)BE GAI.VAM7:Fl)(7N PI.AN,, STT,FI.SHAPES AND PLATES: ASTM A-36(C`y=36K,S1)or ASTM A-572(Fy=50 K.SI) 5'1'EET.STRLJC'T[JR AJ.,TT JBING: ASTM A-500,CiRADE E(I"KSI) STRUCTURAL STEEL PIPES: ASTNI A-53,GRADF,B(Fy-35 KSO MACIIINE BOLTS AND ANCHOR BOLTS:ASTM A-307 I)Rll,(JI D.LN CONCRETE ANCHORS OR EXPANSION BOLTS:"HILTI"FASTENERS OR APPROVED f-,Q1 JA1,11.N1:F;SS.N()'1FD (f11117RWISE ON.DRAWINGS. N MBFD BOLT iN.rO CONCRETE,OR CTROU'1'ED MASONRY SEVEN DIAMETERS MWIMU.M, I JNI.I SS fir1i>WN c')TFM-11m< , _ is 2-OS-201 4=33PM FROM L3 ENGINEERING 5413'172940 _ P. 11 -,1 WELDING: ALL.W1;I T)NC'T SHALL CON.l'OaM TO THE Alv1I';MAN WT;I,I)ING SC>C;IE'ry S'[AND&RDS.F(.)R J\RC' AND GAS Whl.I)W(:; .IN BUIL.DING C ONS'.i'T OC1.10N.ALL WFsI,C�S SHALL 13E DONL;H C`l~RT]FIED WELDERS,1 J51NCi.F,7U�C"1'RUDLS,.nN1) 3/16"NIINM. JM SI7E UNLESS NOTED O']T•IERWISE.NO WFI I)IN(•i C)k'MINI()RC.TNCi STI EL SHALL BE IX)NF WITHOUI' SPECIFIC'APPROVAI.,Orl TI IF ENGINL1.R. WITFN APPROVliD WP(..D RI?INFORCING STEtI L.(N ACCORDANCE WI'I•l I Tf fF AlvlhRICAN WELDING S(K. PTY'S "REINF'URC;IN(i STEEL. WELDING C;OM-,". IN NO CAST WILL A WELT-) BF.. MADE WITHIN 6 BAR f)IAMFTFRS OF A "(,(')T,D RFND." SPEC;IAI, TNSPFCTORS SHALT. NCI? PROVIDED DURI:NQ AH. S-1-tt1)(:TIIRAT.FIT I..D WEWINO N(;T.IJDINC,lUb WE1.,DINCr OF RE•INFORCINU STCFI•, (IJ 13C) RACH SPECIAL INSPECTOR, SHALE, BF. A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO PTIC' SA1'151-,AC'ITC)N OF '.niL; HUIY..T):m OFFICIAL,.FOR ITIF PARTICULAR OPERATION.All. INSPE010N REK)RTS SHAI L 13L.SUBMI'1'I'L^:L)T017TT:BUILDING DLPAK"I'WNI'WITH THE PRO)BU NAME AND ADDRLSS(U(C). � i LOTS 3 AND THE WEST 106 FEET OF LOT 5D OF BINDING SITE PLAN, RECORDED JULY10,1995 UNDER RECORDING NO. 9507105005, IN SNOHOMISH COUNTY, WASHINGTON, BEING A REVISION OF BINDING SITE PLAN RECORDED UNDER RECORDING NOS. 8804065010 AND 9502105002, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.,IN SNOHOMISH COUNTY, WASHINGTON EXCEPT THE NORTH 35 FEET OF SAID LOT 3. II ' t I II - I 1A'+T I i I CITY OF pRI.INOTON ;� . ,; ., �� .. �� ' ;e ■ 1 � i � 1 � � i �ii �� i 1LES SCHWAB] SIGN PACKAGE FOK 5MOKEY POINT, WA5HINGTON LOCATION: 17215 5mokey Point Blvd. 5mokey Paint, WA 98022 ZONED: HC 51GNAGE Fole Mounted 5ign - 1/2 square foot for each CALCULATION5: lineal foot of lot frontage per 5mokey Foint Blvd frontage = 259.65 City of Arlington 5ignage calculated at 1/2 x 259 = 129.50 of Unified Dev. Code Dec. 8, 1998 85.5 square feet utilized on the southwest corner of property Building 510ns - West Elevation - 51.00 of North Elevation - 60.00 of 5outh Elevation - 51.00 of total of 162.00 square feet Total 5ignage on Property - 247.5 of PROJECT MANAGER: Greg McDonald Les 5chwab F.O. Box 667 Prineville, OR 97754 (541) 416-5206 51GN PACKAGE Darryl Cox PREPARED 5Y: Carlson 5ign Co. P.O. Box 524 Bend, OR 97709 (541) 582-2182 4 I 29 x 20' Smokey Point Blvd frontage-259.63 x 1/2=129.50 of S I T E P L A N _inn^aUj` vieibility triangle Proprooed Freeotanding Signage-42.75/side=65.5 of IIIIIIaiN— SCALE:1/64"= 1' IW North building frontage=113' Propooed building oignage=60 of Property Line South building frontage=113' Propooed building rignage=51 of Pole Sign Wert building frontage=115' Wall Sign Propored building oignage=51of Total area or wall oignage=162of i ,Nr� a�. krr.csr_r_.i�v:.'_•�e m-i•*-atyr._ — i M,f'.---i.. J•'�•r 1 a's°' w � I � �ernvae � • �1 "�a �� caa x�e> nauz a 10"11 e Ill �� i� I I I —• �'— ' I � �C/H11t��--•i 4'tr I •1 r .M•wn. w.a�rwr I 1 (0I ' 1 e I .�e I e.ar'e.sme.w.•.� a LUl9 car 'rc.g7[ceo ern.,eocro r. II I s �_- _1•�_-SL�.C•ef-r •,---�_:L-Y�_.._��_-L•lzucwc�,� r.--S" _��_ I i a • N.E. 166TH PLACE I I I � I � i � t I LOCATION: Omokey Point WA CARLSON P.O. Box 524 DATE: 4/19/01 Bend, Oregon 97709 (541) 382-2182— Phone PKOJ'MGK: Greg McDonald (541)382-2196— Fax DWG BY: Darryl Cox ``�� UL,WSA, OESA, COBE FILE: 5mokyMolteplan :� �� I INTERN LLY ILLUMINATED DOUBLE 5ED SIGN 51 NGLE POLE MOUNT Calculations: Allowed Signage - 259.03 of lot frontage x-0.5' = 129.50 of Fropoeed Signage - 32" x 00" =42.75sf x 2 eider = 65.5 of �"• 3'-8" I N ES StHWA B 6"SCHEDULE 40 -- p WELD STEEL PIPE .250 WALL 18" Steel Collar 10"SCHEDULE 40 20'-O 5TEEL PIPE .365 WALL max ht 9'-7" WELD 24" Steel 12"5CHEDULE 40 Collar STEEL PIPE _l—_ 4'-6" .406 WALL MINIMUM ' X 2500 P51 28 PA CONC ETE 6'MINIMUM 'QUAKE P0. Box 524 LOCATION: 5mokey Point,WA ELECTRICAL CABINET DETAIL CARLSON Bend, Oregon 97709 DATE: 4/17/01 ITEM SUBSTRATE COLOR Sf ECIFICATION SCALE: 1Y4 =1' (541) 382-2182 — Fhone Cabinet Steel 1-5 Red (541) 382-2196 — Fax "KOJ.MGK: Greg McDonald Face6 3/16"acrylic Acrylite 432 Yellow DWG BY: Darryl Cox u, VTA 0BSA, COBS FILE: 5mokyPt\poler2i9n Copy 1/8"acrylic Acrylite Black 1 r; I o g c m _ = z m G) m _ a < ►T► 22"— y O r m m i 9 v El 7171 o o o s po o m 0 O 0 o c � o rn rn om r N m V D --,q y 7d Z -ri 711 N m O: % n 0 () -S N 2 ni a Z C ^� ^ p C 9 D Dww O NG? YZ m Z m Oo (p_0 > 'o OD N I�t ol IN) y m -o CQ IM �- m70 O o � 7v h N (b(D D rn x rn � o lb n N m � Cb N p Z m � a '° ms � � i' C31 m g x p m � a a .y ., I M I I E,�rm�n:mmn-m= O N Z C N O Z r z = G) m 1 mom- m ° m � - n Z: U Z c z . 7 co O o O ° ' o 0o o o v Fl Z LRI � C o MU _ N m 00 A� ( m n „ � - < 70 Z 7C1 •—' N co ::sto z N o o z � m % � � i C � � co c9 r � = % I SmN o Z I� N O ul N O Z Z 0 c3 N m x � � r _ c� = 1 z r 0) N N rn J m 0 cj)�� r - oaa� � c� X O SU � 77n- C-) (J) m (D Qb 3 El Cb , ll � a � mc�i13 DDo v N o - m rn >1 Ul �t cs N z m /� 3 �' Z cn Gl co � a79 i II II w O �v m o � \7 u Z c�cs co CTI X � .< � o � o7s m ={ D I c O z c m r M 22• r- Z •• m � D \ 9 J 1 n ti Ul 5 X fll Q 0 cn o ER oURI C _ r y C� 70 Z -n 7C► N ��l I, Of 0 fl cat ��L O coRL WWI s 0 ao > CD 00 _O N ` D Z m ((pp _ ° z 7 N NCQ N X ° r 4t Z p U N m V " — .� m n t t �UR, � oaQ303cs) r D ° _T n rg7Q c) > 0 mho � m � m � o II a 70 z II _ O V/ `� �, � � o Cry 9 g Q c o Cfl g x K O � c+ � D r I I LEWIS & ;11 VAN VLEET I n c o r p o r a t e d principals STRUCTURAL CALCULATIONS Chris c.van vleet. p.e. garg j. Iewis, p.e. FOR Les Schwab Signs Smokey Point, WA PREPARED FOR Highlight Signs SIGNED 7/20/01 J- L WAS)�� O Exr�n�s - Zoc�2 Lewis& Van Vleet Inc. Job Number 01180 CONTENTS: Calculations: S 1 to S4 consulting engineers 10660 s.w. boones ferry road tualatin, Oregon 97062 (5031 B85.B605 phone (5031 885.120 6 fax �Ri r - � ..w f I LEWIS & Alp- consulting E jineers Job tWA13 SIGN • SvKokE7 l�n,v' 1866❑s.w. boones ferry road Client HIGHc.141fi 1 SIGNS tualatin.Oregon 97062 Job No. BY CC [503]6B5.B605 phone [503]8135.1206 fax VAN VLEET Date I&I Sheet No. Incorpormced 1 -�-SY--v:T.-�t�[V.:.�.'S-..'.cJ-LJ�rS.^'i:cl0i�i'aC4ifuVJ.W.'.a�M.S�VIIYJi.sa.�!].-%!.•••^--r.�-.n,�Y_ SJHA:i-. %0 IM914 6 XP C-/ SEIS;nW, SOW 3 l3.S i 3 Z� y(I 00 2- t - 14.�►i y, 1 t - ,o,ca y,s 'I01c _16,4 C� -1,N_ (.9Y foR Pe(E), T.=-Lo - TOP SIGN ; Z,S(I;,$) { 'sm fr" I,1S k (5o7TbG+4 e SI4N ; A' 4 (8)' 32 -FT 2 P= ,0108 (114) 144)(3Z) TO74C.;w tup c.o+\c /,IS-!. }_.66D$ OI +32) t 20(,045) s 6k 3 k < 2.3g W1NO Co-OTOClS LEWIS & consulting E ineers Job LCS SCNWA6 S16N- Swt6 Client 18660 s.w. boones Ferry road tualatln. ❑regon 97062 Job No. By LC [5031 BB5.6605 phone (503)085.1206 fax VAN VLEET gate._-��I Sheet No. S"Z Incorpo I El .�m_T.ml[1l4 y.--OTCY:iW.:ii.'Ynia.[i•—• - ls11J.M._,. C�1NT1l.E�EREO Cac.u�+NS BEOD]NC 0 O I,IS (Z.S/2 t 2) t .ozos(►,o�)(,s�)(,s)(z Z/) 3,8 Fr-k Sr 6cNollv�, � 0 J,IS(1?.9z) +M(7.S) gENOI r�G e M" LIS f,.ozo» qy I,ok .s (t 6,1�)+ S Iz (�Y a�I66(36) l�`6 -Iz"b SC.$yo ,� :. � ..; I I I I LEWIS & consulting �`gineers Job LEs ScHwAB Sim 18660 s.w. boones ferry road iq Client tualatin, oregon 97062 Job No. By_LC (5031 885.B605 phone (5031 885.1206 fax VAN VLEET Date Sheet No. S-3 I n[a r p a r e t e d �zO+s.we./+assmaoew+�aa�x-sa�e�una.wea�>-amr.:.tea �ucmvw©.meaasn:•:ac.v.r�.Rsvzacsv�srxazrnr cc-.�r�a_r,�-m:-n.--,..-.,.., I1 �Co7fN� : (.5C (,t,uco,LsrnA(NE►b Pocc sPQEdoSNctT I CCN►ER Of CnAp1NL : 3y-a� )�,� � a 1 ! n W E 6 r C Ou X 3 0 FOOT I A34 SEE 9-y i 1 I i. I j 1 ********** UNCONSTRAINED EMBEDDED POLE(PER UBC 1806.8.2.1) ******** Lewis& Van Vleet Inc. Consulting Engineers EMBEDDED POLE PROGRAM FOR SOLVING THE REQUIRED DEPTH OF A POLE FOR A GIVEN LATERAL LOAD. TRY DIFFERENT DEPTHS UNTIL ADEQUATE DEPTH IS FOUND. UNCONSTRAINED CONDITION. Les Schwab INPUT DATA s****** ******************************s***************s***** P = 2390 pounds **APPLIED LATERAL FORCE h= 14.60 feet **DISTANCE FROM GROUND TO APPLICATION Ol LSP= 300 psf/ft **ALLOWABLE LATERAL SOIL PRESSURE b = 6.00 feet **DIAMETER OF POST OR FOOTING TRIAL d= 6.00 feet **DEPTH OF EMBEDMENT OUTPUT *************************************************************** S 1 = 600.00 psf **ALLOW. SOIL BRG.PRESS.BASED ON 1/3 d(d=12' MAC A= 1.55 feet CALC d= 5.81 feet—> OK,LESS THAN TRIAL d s I I o � c m z cn i � z m m 22"— D 0 I i III m l P `D K* a X o 6 ° °o 0 0 uCDi ° ::sQSj coo i' ZE i. m om r { D r o a i Z N m U7 = O D D WD A A 0 1-1511, �pimQi = n C.') W O N CN O 70 D � Q000 _Ox N N Ol O M fTl N XV ' � J J O N r- 41 m U N y m 10 m xx 0 O c9 7�- 7V ((D CCD SZ 11 ii cn a -3 a m � � m > c�o N O N a o � iai! moo ° �� o Un :�E ` m o`n % �' Ul � " � l` O 40 n. yol �OqAtob � 1 .al. t � I V-6rMemo //3' a� //S . . Date: 5/1/01 To: Yvonne Page 1tK/� JJ�vu� From: Linda Friddle RE: Sign Review Please review the following revisions submitted by Les Schwab Tire Center: Permit#01-4464 LES SCHWAB TIRE CENTER 16607 SMOKEY POINT BLVD Please make all comments and notes in red or blue ink. They only sent one copy of the revisions—I have called Darryl Cox of Carlson Sign and have requested additional copies. Thank you, Linda QirvQJ 4 s��7/01 20'x 20' 5mokey Point Blvd frontage-259.63 x 1/2=129.50 of S I T E P L A N vioibi I ity trim no le Proprooed Freestanding 5ignage-42.75/5ide=65.5 of SCALE: 1/64"— 1 North building frontage=113' Proposed building oig nage=60 of Property Line o e South building frontage=113' Propooed building 5ignage=51 of Pole Sign West building frontage=115' j Wall Sign Propooed building 5ignage=51of I Total area of wall 5ignage=162of �Ce!'• t.1Yzl7:I.��'..�_t2:!]:x-.Yy r _ .t;/ � i 1tk RKt W �� I 1f16.03 a wwzr E a..v�l 1 I J _- ---- -- z=__ ---- ----- a Ill I C.� -------------- I I N.E. 166TH PLACE, i r7W i I I LOCATION: 5mokey Point,WA CARLSON P.O. Box 524 DATE: 4/19/01 Bend, Oregon 97709 (541)382-2182-- Phone PKOJ.MGR: Greg McDonald (541) 382-2196— Fax DWG BY: Darryl Cox UL, WSA, OESA, COBE FILE: 5mokyl t\oiteplan OFFICE COIF �, r i i . . . :� , ti . , f � . , ',�. � � v . I 20'x 20' 5mokey Point Blvd frontage-259.63 x 1/2=129.50 of S I T E P L A N il1�r�Vlil visibility triangle Proprooed Freestanding 51gnage-42.75/oide=85.5 of SCALE: 1/64"= I' Ilia' \ North building frontage=113'x 1.5'=109.50 of —, Proposed building 5ignage=47 5f Property Line o e South building frontage=113'x 1.5'=169.50 5f Proposed building 5ignage=47 5f Pole 510m West building frontage=115'x 1.5'=172.50 of l Wall 5ign Proposed building 5ignage=47 of ` I Total area of all 5ignage=226.50 AY � ;;I V yt.c.cr i I 11E90' 8WW2rE °3Y 5 Z j /13 01 WY ~6.WMV W x.s.o nw Z 1 I� _ rc�4'i�ArvM 4L 1 ` llj Q r• I I a..°crier" Oc _ --- -.. 0 N"Ll 1 er•�f - --I Ito oa1 1 I-�� -- - - -- , -- .'r-1 ----- Cs fn`6�JC.rlr-- -- •.� Rw`YpMl4�— - _ Y.VJiw^_n_..sc.Ju..' I — — — N.E. 166TH PLACE — —— — � l i I i LOCATION: 5mokey Point,WA CARLSON P.O. Box 524 DATE: 1/24/01 Bend, Oregon 97709 (541) 382-2182—Phone FKOJ.MGPZ: Greg McDonald (541) 382-2196—Fax DWG BY: Penny Leetch UL,WSA, OESA, COBE FILE: 5mokyPt\oiteplan ti I I I 0 C) m m < V+ 0 24" N mic z m cn -n 0 • z ccl It z F 0 m < cn coo ML, ::s =s �e > z cp C) 0 N 01 > cn (D 0 z EL x AZ M w CA) 05 00 0 o co 0 m C') (CO) m > 'o OD :3 0. K) 10 cn 0 -n 14 1 1 !-1 z U3 C) M 10 x 0 m > > C) C) (D 713 It -n KD -'1 11) '0 F 713 (-) > > (S) Z: Z,713 �4 Q) C) m "� Jcn 1) ,,HI.GHLIGHT SIGN F- ARRE FOkM;E • INSYALLATIQ14 - MANLJY.ACTUkE• E\ECTAICAL 4ovrNTt SINS f MIKE CLEARY PREBIO ENT a 6200 SW HUNZIKER rSHOP; (503) 620-6205 YIGAaD, OR 97223 FAx:(503) 624-3 725 LICFNBED • BONDED • INSURED hVl D 1 M►- hl A l?��5 Srv�olt.�y Peg u..� k31 ✓•t. AV- - cP 3`cn. rfo:_3 3 7 - -- -- i;ll Acrf'm I wA $aa BUILDING DE ��'®Ir�t,f A PRO V c�9g3 t -97 s� ED ` c NO CHANGE_ BY s�Q'r JCS UNLESS S AUTHORIZED BUILDING INOVED By THE 3o p, sPECTo� 37 3toa - (oS-7 - S-7% 6, OFFICE 13 y1 a ct 1� k. LSCo 3 2 � I /o Lf S �� oK.► n �rbt� S PO. Box 524• Bend, Oregon •97701 •541-382-2182•Fax 541-382-2196 • �� carlsonsign@coinet.com . ............. yqO3 301110 n elz -A ci ci Cl 1LES SCHWAB Y POINT, WASHINGTON okey Point Blvd. bint, WA 9b022 nted Sign - 1/2 square foot for each t of lot frontage Point Blvd frontage = 259.63 e)' calculated at 1/2 x 259 129.50 sf care feet utilized on the southwest f property 7y s� �' 25 �{ES Signs - 47.00 of each on a3 3y` Y)S f ioh a-ad t facades for a ��= zoo) 1 14 .00 square feet ) gnage on Property - 226.50 of PROJECT MANAGER: Greg McDonald Les Schwab lAr�' _ 110. Box 667 , CI✓��`"� Prineville, OR 97754 (541) 416-5206 SIGN PACKAGE Penny Leetch PREPARED BY: Carlson Sign Co. RECEIVED P.O. Box 524 FEB 21 2001 Bend, OR 97709 (541) M2-2182 CITY OF ARLINGTON � - .opy . - 1 Memorandum City of Arlington Department of Community Development Building Department Date: February 21, 2001 To: Planning - Yvonne From: Building Dept Subject: Les Schwab, 16607 Smokey Pt. Blvd. Building Permit #01-4464 Please review the attached sign application for planning & zoning approval. i Thank you. Linda PERMIT NO. 01 64 DATE BLDG. INSPECTOR CITY PLANNER Za o W-VIZ via, :r J J ` �^ � O o z m I ; �t Z m I 24" r T m i.i V CA m y ' Z cr) o -n � � � r ddu wmm rn o C+ C 9 m �� cn 7Ct Z � � r— `9co CN CS) qN _ o� Z g a W x z Z N CA) W O N c C) m 1 D N N O O N N (Q N N J 00 O � N � �L`m Z m Q O � :3 o u cDi cD ({� p �h Q 7 -n a cn a �° c`to S. C713 A "' D ivo 713 mom Ra S � O �} OFFICE COPY ;,,- I INTERN,,-,-Y ILLUMINATED DOUBLE 51L J 51GN 51NGLE POLE MOUNT Calculations: - - e K Allowed 5i0nag��259.63 of lot frontage x 0.5' = 129 Proposed 5ignage - 3'2" x 13'5" =42.759f x 2 side ^ �.5 Q� 10" 91-011 (ES StHWAB /- 6 SCHEDULE 40 WELD i STEEL PIPE 18" .280 WALL Steel Kollar NOTE: CONTRACTOR'5 OBLIGATION 10"SCHEDULE 40 INSTALL THE 12"X 10' LONG SECTION STEEL PIPE OF SIGN BA5E WITH FOOTING AND 20'-0" .365 WALL GRAVEL COLLAR max ht 9-� APPROVED FOOTING DETAIL,FROM SIGN PERMIT, MUST BE POSTED AND �JX FOOTING INSPECTED I'Y BLDG OFFICIAL DEFORE CONCRETE 15 POURED WELD 24' Steel 12"SCHEDULE 40 - Collar STEEL PIPE 4'-6" .406 WALL 10'-0" 6'-0" MINIMUM 2500 P51 19D 28 DA CONCRETE 6 MINIMUM 48" 5QUARE P.O. Box 524 LOCATION: 5mokey Point,WA ELECTRICAL CABINET DETAIL H Bend, Oregon 97709 DATE: 1/27/01 SCALE: 1/4"-1' ITEM SUBSTRATE COLOR SPECIFICATION CARLSO (541) 382-2182 -�- Phone Cabinet Steel L5 Red ' (541) 382-2196 — Fax PROJ.MGR: Greg McDonald Faces 3/16"acrylic Acrylite 432 Yellow DWG BY: Penny Leetoh LIL, WSA, OESA, COBE FILE: 5mokyPt\po1e0i0n Copy 1/8"acrylic Acrylite Black � � a. U) 0 1 1 m 77 z --i m z < Q) 0 24" .; T N � CA cn a � � SK- R, 9LS, CM) Q- C.0 w 70 M OD 0 DO 0 �) I Gi ='S C) m m ND N3 (C) rn m ZO) Ol N3 10 C) -j 0 14 -n -0 CD m 03 m 0 > > CA O (D 7q F: vt 79 co -n K) J) KD r 4- F9 Ei ro Z: C) 77 Zi (J) 33 — C� r— m %L K: - C) z Es, is > qcE COPY-i 7 �-- I C I TY OF ARL. I NOYON CON''-,- T RUCT I ON PE RM I T F=,aR I I T NO- a O 1 —4Z+64 Owner: LES SCHWAB TIRE CENTER P 0 BOX 667 PRINEVILLE 97754 Value of Work: $8,644.00 Tax ID: 283105-2-043-001 Phone: 541 416 5162 Describe Work: INSTALL 3 WALL SIGNS AND 1 FREE STANDING SIGN Proposed Use: SIGNS Legal Description: Job Address: 16607 SMOKEY POINT BLVD Contractor's Name Type Address License# GEN 8200 SW HUNZIKER ST HIGHLSC032PI TOTALS Fee Permit Fee $267.50 f t SIGNATURE: TOTAL FEE................. $267.50 I HEREBY C T THA I HAVE READ AND EXAMINED TH 'S APPLICATION AND PAYMENTS. ... . .... . . .$0.0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AN TOTAL DUE................ . $267.50 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLi D W H WHETHER SPECI - D f IER --IN N RECEIPT # Ei l �"� - BUfLDIW OFFI IAL U \ `e �"��-��$i!♦ tiM!sa/TS1�*�Fy�an•. - ♦ tiP A4�.�fi• n r . :s!t.r: �:�r-•+ti+- li�"Ww r uM�W•r.+ti.�_..�F>I'ic -:µ:-■ �.._ric_.a� :i-7w' u �•��, ram" j J14 R -ilk 'T 1 Nrfi_3cl f4o ti T-j1yc[ . �; i _ . _ - ate. 1 n i!i - ■ - - - - - - TAN ■/] ="ME 113, `[W- to I 1 REM Tf■3A ''0l. 143 �l' s�rQ - �1 >��'►t7rA1�, mill' cr War _tit t�V TT I IN J _ - SEP-17-01 11 :53 AM H.I.4HLIGHT—SIGN 624? 25 P. 02 o WL.DEpi CaKrIPICAPON rOATLAND•IjUhl•W IM•MLGrp10,C 0►r bTMM�ICHAEL P. C»LE»A RY.......»"»..... HAM ` C »» • AW8 D1.1 6KFICATION CODE SMAW DATi �IEbt1D A � e... ..._.... »-»»._..r�oG!&7 ..... ...E7019.........._»... Fulfil METAL ....._ . _._. hJSIt10W WAIIFIEO... &ACK UP• 7D3-$$i7�1.13 InICKNE55 GUAili160......... »... T. NO........_»..-..._..... EXAMINER. 4'G{� _..... .._»..... _..... RECEJVED � rr SEP 17''2001 CITY OF ARLINGTO4'. C1TY OP ppRTLAND u z..0 9_o z EXPIRAY10N DATF-• tlIPL YER vt f" D E �y I ti op—I 1 CI NJ" IF K3 i ■I - ).W- - MA M. T - ' -JNX � 1 ' K II-1207 SEP-17-01 11 :53 AM H�HLIGHT_SIGN 6247-k,25 P. ©1 1 HIC3H IG3HT SIGN CORP. P O. Box 23667 WMW Tigard, OR 97251.3W7 Facsimile To: Linda @Fwc (360)435-0724 Frorn: M ohuel P. C teary Data Monday, September 17, 200I Re: Welders Certification Pages: 2,including this 6200 S.W. HUNZIKER ST. TIGARD, OREGON 97223 P(503)62049205 F(503)62*3725 EMAIL: HLIOHTW*AOL.COM Or' CARLSON CARLSON Darryl Cox Account Executive 1 P.O.Box 524 1605 NE Forbes Rd. Bend,Oregon 97701 541-382-2182 Fax 541-382-2196 www.carlsonsign.com Ocox@carlsonsign.com a S"raYr� 0-A ZAAL i P.O. Box 524•Bend, Oregon•97701 •541-382-2182•Fax 541-382-2196 •carlsonsign@coinet,com LES SCHWAB 51GN PACKAGE FOR SMOKEY POINT, WA5HINGT0N LOCH ON: 17215 5mokey Point Blvd. f .. 5mokey Point, WA 98022 e ZONED: HC r 51GNAGE Pole Mounted 5ign - 1/2 Square foot for each CALCULATION5: lineal foot of lot f stage per 5mokey i' int PI d frontage = 259.65 City of Arlington 5ignag ated at 1/2 x 259 = 129.50 of 2 Unified Dev. Code Dec. 8, 1998 8 . oqu re ffet utilized on the oouthwoot corn of p �erty Building i - Wcot Elev tion 9 .00 of North El eva 'on - 0.00 of South Elevati - -0f total of 205.0 aqua t Total 5ignage on Pro or - .50 of PROJECT MANAGER: Greg McDonald Leo Schwab P.O. Pox 667 Prineville, OR 97754 (541) 416-5206 Y U 2�01 510N PACKAGE Darryl Cox p,RLINOT0i1 PREPARED PY: Carlson Sign Co. Go } P.O. Box 524 Q 1 " Uq _ Bend, OR 97709 (541) 382-2182 r � • r �, � � 20'x 20 5mokey Point Blvd frontage-259.63 x 1/2=129.50 of S I T E P L N vioibilitytrianole Proprooed Freestanding 5ignage-42.75/oide=85.5 of SCALE:1/64"= 1 North building frontage=113'x 1.5'=169.50 of Proposed building 5ignage=60 of Property Line e South building frontage=113'x 1.5'=169.50 5f Proposed building oignage=51 of Pole Sign Weot building frontage=115'x 1.5'=172.50 of Wall 5ign Proposed building 5ignage=94of Total area of all oignage=290.50 a, iqu 8 R••,rO'�1-�1 /I Y1603' 8 RM2r E z W I Q j rx.�s�Teva / m �T �d - .1e�a'ar•a ca.eav V� 1 p �• �. .ws 1,. N.E. 166TH PLACE I I i LOCATION: 5mokey Point,WA A��O� P.O. Box 524 DATE: 4/19/01 �/ Bend, Oregon 91109 (541)382-2182— Phone PROJ.MGR: Greg McDonald (541) 382-2196— Fax DWG BY: Darryl Cox UL,WSA, OESA, COBE FILE: 5mokyPt\5iteplan C O I Z C: Z = m r rn 22" a o C/) Z _ m D m 3 7 X 73 m 0 O 0 � p0 0 �� O c m m co � c -s p ,• i:: NJ O -s CD ::s CD I i' • li 2 71 cZ 71 N D - � o � � : � %N � � Z — O �v m cn cn D � � _ c� = O N Y Z m o —1 Z Z O ' cD r x �r mM m J NN (CO) r 00 :) J m n � N � C° a > � r- au T � O S �' � � p 91 il1 M n 7Q m x O .pMCI 91 O c9 (J) Lf r � :s '7+ m O P : � mho x c� N m o p N Z m 70 RL q) o — b) c-9 m � o O 0 � D 30" O ! c m z m m a U) 0 m n y D m z cD z Ei V) CSl x O c) p O O m cn v � om m r m 73 O Ant r a - Z Z O c n y - - co r 6> O n [7V ! D� -- � p W _ cn s n c y z DwacoO � ooz MN N (T n � rn fV ND (Q X i i m ol w 0 m n 10 2 �?Q rn m m Q O c9 � � n N li {,k F � 713 nYo cD cx7-1 o N fhE Tm N cn m , a n � N Z O ° 4s CO c� •._� m F-- > O n' •� � r . � c Z N Z C I M ' s Cf) D � � Z m n -n n ` Q) OSs � :s C m —n o T z 7t co l <y � � � N -s co co M N I i 0 0 ° 0 ° 7+ s illy : UFA 0p c � � �u c � SL N < j fi 0 CSC c9 �? C Z : � f1T C7 p C Cn Cn c9 cc90 c-� 6� p p7 r J A z � ° C D D rvr3N cn °, � mZ Z m0 ry J cQ � X. a � m y l Z D � NZ) N 10 . SL m m 0 ou CD ° m ,, r^ a 0 •p c9� 711 n Z) zs fi (D � CD CD ° 41 n i F y o co co co _� n C) o V J O — },� co a 3• fi I o ;E z y � t INTERNALLY ILLUMINATED DOUBLE 51DED 51GN 51NGLE POLE MOUNT Calculations; Allowed 5ignage - 259.65 of lot frontage x 0.5' = 129.50 of Proposed 51gnage - 3'2" x 06" =42.75of x 2 sides = 55.5 sf ES StHWAB] WELD 6" 5CHEDULE 40 STEEL PIPE .250 WALL Steel Collar 10" SCHEDULE 40 20' 0 STEEL PIPE max ht .365 WALL l WELD 1 24" Steel 12"SCHEDULE 40 Collar STEEL PIPE .406 WALL 10'-0" 6'-0" MINIMUM 2500 P51 28 DA CONC ETE 6' MINIMUM 48" SQUARE P.O. Box 524 LOCATION: 5mokey Point,WA ELECTRICAL CABINET DETAIL CARLSgN Bend, Oregon on 97709 DATE: 4/17/01 ITEM 5UB5TRATE COLOR 5PECIFICATION SCALE: 1/4"=1' (541) 382-2182 --- Phone Cabinet Steel L5 Red ' (541) 382-2196 --- Fax PROJ.MGR: Greg McDonald Faces 3/16"acrylic Acrylite 432 Yellow DWG BY: Darryl Cox UL, WSA, OESA, COBE FILE: 5mokyPt\poleeign Copy 1/8"acrylic Acrylite Black r� � �� ti 2-05-201 2:29PM FROM LB ENGINEERING 5413172940 P. 3 p f � ON,M-SM MTALU9;0 ?IF4TALJ-�ore imN INSTALU7U STANVArP MCtL,r'R'C :L VAjt?bLL SYMIL tqec-srr C-P� rpit PIM SIZE. SAW PIPC-SM SCMINLr �-ox r4PE SIZE.AID 1.040H. 4%TC24-�LANUS rvtdr�NON-41115T rp/iTrGTIVE L co?-mplp am rl".. Ap. IWX 1.1-NIPSCAPINO c*t6AVtfTUT I-11416H 6KA7� COWA2=Wffir- L T L I-A I. :jjj J,f.. if ,=1.Tme.11S& A�h�cAt LEM 6&rAm ^D rcm W=Arjr�—axS, OR UMBTURDCP 12"O.G.TOP 4 007110M my#.0""R TM'. 1,16'flS, MAN'+L*LL WYr QvhV44AWm Rj"T-P-MAY BOINPARY ADOW OL a 5 20 CA-ya) PLAN F00-nNG AND POLE SCHEDULE W4X0os:u RMN HMCHT,W. 20 rr klmovolw WON AREA: 43 5.1 LATCR4 1=1. HFARING PRESSURP. 1*0 o.v. Fr P(PTH MRO E)FOSURE: we NO mph locp*(,WVOTH, -a- 4:0 FOATT14C BFPni, -D" wA*,Xt PIPE SIZE Solo STO 1.(hVM FVC 12's STD Lo"PIPC 964: u'-T SEE'10MON CRUERIA Zia WRVI POLE SIGN ELEVATION AND FOOTING DETAIL SCALE- 2-OS-201 2:30PM FROM LB ENGINEERING S413172940 P_ 4 PIPI= COL-UMN A5 Pt�f- Dr-TAIL A/A CONTINUOUS PULL H06HT PAINTED AS f r-iiZ ONNER PLAN VISA RING i*'LATE 1"x WITH I" LIF OVER 1%Wl 4LOWER PIPE4" Q N x f GAfi PLATE 5/0° OUT l✓IT INTO LC p\eR PIPE GaLUMN 4" PIflE COLUMN AS PER DETAIL A/A CONTINUOUS FULL HE16HT PAINT t) AS PER OYANLR SIGN SPLICE DETAIL ELEV. VI��Y RING PLATE I"XTYP. Al7F-I I" LIP OVC-R • `` 1-OAER PIPC i t!'lf'C COLUMNS A5 pCTAIL A/A CONTINUOUS FULL HEI6HT PAINTI!D AS PER OWNEF2 ELEV. VICA POSTS AND 516N TO MATCH SIGN SPLICE DETAIL PLAN VIEW 2 COLUMN SPLICE DETAIL N.T.S. 2-D5-201 3=57PM FROM LB ENGINEERING 54'13172940 S.lR E1ET 1. OF` BY; DA__TE: Jantiary ZQ01 B E GINEERING, INC. STRUCTURAL CALCULATIONS FOR FREE STANDING POLE SIGN LE S SCHWAB SMOKEY POINT, WA LOCATED IN: S MOKEY POINT; WASHING TON lE Qi VT ss/ONAL ENG� EXPIRES CLIENT: CAR.LSON SIGN BEND, OREGON STRUCTURAL CALCULATION IN ACCORDANCE WITH CURRENT UBC AND AMENDIv;IENTS 20380 HALFWAY RD,, SUITE A BEND,OREGON 97701 Ph: (541)317.2939 FAX: (541)317-2940 1 2-05-201 3:57PM FROM LB ENGINEERING 541317294E P- :3 ME(:AANiCAL PROPERT{ ES Or RiPf Ferw 0 External wall walght Schedule Sect iDA R&a1sting Moment In Fact Pounds Dla,natar Thickness Lb■pr. Ft. Number. Uo&las Grade A G►od•B inches Inchas 18,000 8 27,0000 stress Strras 2 ;3%S 1.54 11.65 40 .5606 940 1,260 7/! 203 5.79 40 1.064 1,596 2,304 3 1,112 . 216 7.57 40 1.7241• 2,586 3,870 4 226 9. 11 40 2.3930 3-590 5.365 4 1/2 . 188 8.64 2,629 3,914 5,916 4 1/2 .237 10.79 40 3,2145 4,821 7,231 4 1/2 .337 14.98 80 4,2713 6,407 9,610 5 9/16 . 188 10.76 4. 1161 6, 174 9,261 5 9/16 _258 14.§l --_- 40 5.45- 8, 175 12,262- 5 9/16 .375 20.78 80 - 7;43 11, 145 16,717 6 5/8 . 188 12.89 5.9351 8,902 18,253 6 5/5 14.91 6,8261 10,239 15,858 6 6/6 .25 17.02 30 7.6905 11,536 17,304 6 5/8 2 _- 18.97 40 8;4958 12,744 19, 116 6 51118 .375 25.03 10.80 16,w39 24,509 6 6115 .432 28-57 80 12,224 18,335 37,502 8 5/8 . 168 16.90 10,261 15,391 23,086 8 5/8 .^1.9 19.64 11,841 17,761 26,641 8 5/R .25 22.36 20 13.38$ 20,077 a ,115 8 5/6 .277 24.7 80 14,69L 22,036 83,064 8 5/4 .322 28.55 40 10.809 25,214 37,821 8 5M .875 33.04 A 19,21 28,821 43,2SI 8 5/8 .50 43,S9 80 94.614 36,771 55,166 10 3/4 . 188 21. 16 16.18 24,250 86,875 10 3/1 .219 24.6 18.675 28,013 42,018i 10 3/4 .26 28.04' 20 21. 150•; 81,734 47,601 10 3/4 .279 31'..2 28,.418 35,127 52,600 . 10 $/4 .307. 34.24 80 26:566 38,349 57,623 _ 'o 36 0 :90 40 294 44.856 67,284 10 4 .5 54.74 60 .89.433 69,150 88,725 12 3/4 . 188 25.22 22.9 M 485 51,727 12 3/4 .219 29.27 20.524 80,786 59;0T9 12 3/4 .25 83.37 20 30.09 46, 136 67,703 12 3/4 .281 37.45 83.602 50,403 7514% 12 3/4 .312 41.51 37.00 55,590 83,886 12 3/4 .330 43.77 30 88.973 68,460 87,620 12 3/4 .375 49.56 43,817 66,726 98,b119 --12 3/4 _ .400 a.� 40 47.07 70,964 i(1s.491 12 3/4 .50 65.41 56,713 85,070 127,d05 14 25 36.71 10 36.471 54,707 82,060 14• .312 45.188 20 44.97 67,469 101,207 14 .375 54.56 30 53.251 79,877 1.10 6% 14 .438 63.37 61.29 91,939 137:008 14 .50 72.09 69.108 108,662 155,493 16 :15 42.05 to 47.958 71,9$7 107,905 16 ;i 'l 52.35 69.25 88,868 la8,303 16 .375 62.57 30 70.261` 106,391 158,086 16 .433 72.T2 81.01 121,512 182,268 40 s1.493 137,239 205,358 18 .25 47.39 - 1-0 - 61.02 91,523 137,284 1R .312 59.03 20 75.48 118,212 169,818 18 .375 70,58 89.626 134,439 201,858 1i .50 93.45 117.02 iT5,528 268,292 20 . 25 52,73 10 75.04 113,465 170,107 20 .312 65.71 93.67 140,502 210,753 20 375 79.59 20 111.35 167,021 250,631 110 lc4. 13 145.et 218,1i30 327T96 24 :;ri 63,41 10 109.61 164,418 248:627 `J4 't 12 79.Oft 185.94 903,917 305,875 2.1 :,7; 94,01 20 161,80 242,787 364,180 24 . 50 125.49 212.45 318,009 476,ON PIPE Fo SUP '1. Y 1(1 N � --- ._ 'EL (2 13 4 7611-!1:it LDS ANGELFS, rALir. 90023 \i 3: 1 2-O5-201 3:58PM FROM LB ENGINEERING 54'13172940 P. 4 PR(PECT#: —SHEET. L_oF____ PR03ECTRA1NS: Lee, 5CNWAa Z�,-,ARL50^1 516" LOCATIONLOCATION: P1.)W7 o" ENGINEERING, INC. By. mm, ............... ------ ------ L: ID I ZEE,, ...................... ............ .......... vpe: ea i.X12, 34)�9: J t:, .......... ..........__J .......... 1 ................_.I_.... .... . W..r...Fwr_..rLw..u.y.u......._..__--•-__w....+-.._.w '.I.r•...' ......«w.w..y�w.rj_�.. ----------r- ------------- .......... 5 Y�Z . ........................... ............. ..........4 A-............ .............. 2-05-201 3.59PM FROM LB ENGINEERING 5413172940 P_ 5 Title Jab# Dagnr: Date: Description... I-3:39PM, 31JAN01 ---� FastF1'ame 2-D Frame Analysis vs.o.a- page 1 '- w��llwlwl�w�Pw�wMIM w•n•.�YAOnM Nodes... Node I Node Coordinates I 1 Node Label i ft I X Restraint Y Restraint I Z Restraint i Temp T. - __ FF 1 0.00-1T 0.000 Fixed - Fixed Fixed 0 2 0.000 I 45_-T I j q 3 ! 0.000 14.000(f ! I 0 4 I O.00p 18.500 0 or IV1a;rtzper... ......-----..- Member Endpoint Nodes i Member ' i End Releases J End Releases Property Label Length ;f Label i _ 1 Nods J Node j x X Y z x Y Z A P12std - 1 2 `- 4.500 B P10std 2 3 ' 9.500 .0 P6Std I 3 4 I 4.500 i [Ula�rttber Stre k Data... .-_ ..._ •.--__.. - -_-... -•------•� Ma�rttber ! unbraced Lengths slenderness+Factors AISG mending Stabtllty Factors Label i Lu;Z ft Lu:XY K:2 K:XY CHI Cb A !- 4.500 4.500 1.Oq 1A0 Internal interns! B I 9.500 9.500 1.00 4 90 Internet -internal -_-C -_ -- -- ---•-4,5W 4,5 Im U0 Internal Internal Materials... Member I Youngs j Nnsity Thermal Yield I Label I kal lcCi 1 in/1-00d kSi Default I 1.00 i� _ �0.000 I. -0.00p000 1,00 : steer 29,000.00 0.490 I a.000c o �6,00 5ertiaarl Sections.- Prop Label Material Area Depth Tf -''lxx�. � ; Group TagI Width Tw lyy Default 1 000 in Default.. 2 0,000 in 0.00D in 1.0D ins I Q.QW in ROM in 0.00 in4 P10std - 11,900 in2 10.750 in 0.000 in 1 BT.00 in4 Steel (IODD in 0.365 in 0,00 in4 P12std I.... Stt-al I..._ 14.500 in2 12.750 in 0,0wIn 279,0,0 in4 I I 0-ow in 0.3Z75•in Q.00 in4 P6std T Steel T 5.5W in2 6.625 in 0,000 in 28AQ in4 0.000 In 0.280 irr 0.00 In4 P83td Steel T 8.400 in2 8,W6 in 0.000 in 7'M in4 0.000 in 0.322 in 0.00 in4 t1lottie J nods... Concentrated loads and Moments Load Case Factors Node Label x Y Moment #1 *2 03 #4 #6 _ 4 1.113k i _..._.-.. . -- ...�.. 1.000 LO d Combinations... ! Load Combination stress Gravlty Load Factors Load Combination Factors Description - Increase I X Y #1 #2 93 #4 #6 Wind 1.33D I -1.000 J 1.000 Norte Displacements & Reactions Node Label I Load Combinatlon ( Node Displace rwnts I Node Reactions X Y z X Y Z, in in Radians � k k k-ft 2Q.59050 2 I Wind I 0,04091 -0.00007 -0.001451 C► 0 0 3 Wind I 0 -0=17 -0,004461 U q 0 ^�" i 4 , Wind j 0.72021 -0.00018 _0.axy46j Cr 0 0 _ .: �• ., _ s I 2-OS-231 3=59PM FROM LB ENGINEERING 54'131 72940 P. 6 Title Job f✓ Osgnr: Date: Description..., 3:4012M, 31 JAN 01 FastFl"aI' e 2-D Frame Analy�1S vs.U.s- page 1 Nodes... I Node - - Node Node Coordinates LLabel I � Yft I X Restraint Y Restralnt I Z Restraint TMP 1 0.000. O.00D, Fixed I Fixed Fixed- I 0 2 0.000 4,500 I 0 3 O.00D I 14.000 j I ' 0 4 j 0.000 i 18.500 Membet I Pro Label ' Endpoint Nodes I Member i I End Releases J End Releases Label Uth[Node J Node I X Y Z X Y._- z A I P10std- 1 1 2 1 4,500 B I P8std 2 3 I 9.500 C - - P5std 3 4 I 4.500 Member Strr-'s� ck Data... � Member Unbraced Lengths Standarness Factors AI$C Sending&Stability Factors Label I Lu:Z g Lu:XY I K.Z K:XY I ir�ri 'Cb _ _ 1 4.5W 4.500 ._-! 1.00 1.00 Internal Intemal 13 I 9.500 9.503 j 1.00 1.00 Internal -internal C 4.5W 4.500 j 1.0o 1.00 Internal - Internal Materials,-. Member Youngs Density Themnal yield Label I ksi I kof I W44Wd I Icsi Default 1.0D ! b.000 0,000000 -1.00 Steel 29,000.00 0.490 O.WC1550 ---36.00 •5tectiort S ctiar�s-.. Prop Label Area Depth Tf IXX Material - Group Tag Width Tw lyy 1 Default Default 1.000 in2 Q•OCO in 0.000 in 1,00 Ind 0,000 in 0.000 in 0,00 in4 f 10std T Steel T 11.900 in2 10,750 In 0.000 in 151,CQ In4 0.000 in 0,366 in 0.00 in4 P12std Steal T 14.600 in2 12,75P in 0.000 in 279.00 04 _ 0.000 in 0,376 In 0.00 in4 P%td 5.5B0 in2 6.626 in (),OM(),OMIn 28':10 in4 j SteelT 0.000 in 0.280 in 0.00 1n4 P8std Steel $•� in2 8.625 in 0,000 in 72.5Q In4 0.000 in 0.322 in 0.00 In4 N0dp Leads.... Concentrated Loads and Moments Load Case Factors Node Label X Y Moment 1 #2 as ...._.. #4 as 1.113k I --1.000 ._.__..... - Load Combinations... Load Combination Stress i Gravity Load Factors Load Combination Factors De^rlptlon i increase X Y I #1 #2 #3 94 #5 Wind ...L..__1.000 Node Displacements & Reactions Node Label Load Combination Node DispljAceMents Node Reactions X Y Z I X Y Z in in Radians k k k-ft 1 Wind 0 0 -1.113U7 0.53920 20.50= 2 Wind 0.07090 -0,00007 -0.00251: c) 0 0 3 wind I O k(g -0.00017 .0.00021; 0 0 �"�;% 4" Wind i /"'`-1.37320 , -0,00019 4:Y.M -26 0 0 0 �� - I D-201 4:OOPM FROM LB ENGINEERING S413172940 P. 7 Title Job# Drgnr: 4ate: Description.... 13:41PM, 31 JAN01 - F, stFrame d-LJ Frame Analysis v5.0.9- Page 1 Nodes.,. Node I Node Coordinates Abel - XS YS I X Restraint Y Restraint Z Restraint i T p _ _ F t O,WO 0.0w I Flxed Fixed -- �— Fixed 0 2 CA 0,000; 4.500 1 !T 0 3 I 0.000 i 1.4.0W 1 Q _ 4 I 0.0001 18.500 - --- - f , Member Endpolnit Nodes Member i I End Releases j J End Releases Label PropeFtgt�bel I I Node J Node Length X Y Z X Y Z r--I---- A - I P8s1d , 1 2 4.500 I 7 B P85td i I 2 3 9.5w 1 '! C I P6std ,r 1 3 4 4.500 1 Cmber° stress C, eck bata.., -- Member Unbraced Lengths Slenderness Factors AISC Rending Stability Factors Label Lu;2 ft Lu:XY I 'K:Z K:XY Cm Cb A..... .. 4500 4.500 -1.00 1.00 Internal Internal B 9.500 9.500 1.00 1.00 IntemaL Internal C -- --4.5W 4.500 1,00 1170 Internal Internal -... - Materials— Member Youngs Density Thermal Yield Label k$i w I irvlmd ksi Default 1.00 ' 1 0.000 0.0006YJ0 - 1.00 - - - Steel I 29,000.00 j 0AW 0.00055D I :36.00 $eGtiprt Sections... - - Prop Label Area Depth T1 IXX 1 Materl.�p j Qroup Tag i i Width Tw lyy Default Default 1.000 in2 0.00D in 0,000 in 1,429 in4 O.00O in 0.000 In C,00 in4 PlWd T Steel 11.900 in2 10.750 in 0.000 In 161.M In4 0.000 In 0-sm in 0,00 in4 P12std T 14.6W in2 12.750 in 0.0wIn 2-190Q In4 Steel 0.OW in 0.375 in 0.00 in4 PEstd T Steel 5.580 in2 6.625 in 0.000 in 28.TO in4 0•0w in 0.250 in 0.00 in4 P8std Steel T 8.400 in2 8•=in 0.000 in 72.50 in4 0,000 in 0.322 in 0.00 in4 Node Loads,.-. Node Label Concentrated Loads and Momenta Land Case Factors X Y Moment 1 #2 Ns 4 #4 #6 L113k - - -- _ Load Combinatiorls... --- Load Combination stress I Gravity Load Factors i Load Combination Factors v Description - Increase X Y I *1 #2 #F s 04 -- Wind _ 1.330_ f -1.000 1.000 Node Dispiacements & Reactions _ —... Node Displacements Node Reactions Node Label Load Gombinatian X Y Z X Y � in in Radians J k k k-ft - - - _ - .1.11300 0.48561 20, . _... 1 wind � O 0 -q, .........._. a�30G0 2 l Wind. I 0.15745 -0,00009 -0.00557I 0 0 0 3 i Wind`=' I _�.2gp1( p•00020 U{31?271 0 0 0 i.. Wind 1.97452 -0.00021 -0,014= O 0 0 -_T1 as Y 2-05-201 4:OOPM FROM LB ENGINEERING 54131-72940 P_ 8 PROJECT PRD IPCT NAMP:-Lf5 SC<Rd/Ai>/CALL 5otir $/Ly N LO=oN. SMD ram/ /�a..riJ? , y✓�' . ENGINEERING, INC. 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' ...... 2-05-201 4:01PM FROM LB ENGINEERING 5413172940 P. 9 Co STRUCTURAL SPECIFICATIONS C ENERAL: AU, MI:'ITIODS,MATERIAL AND WORKMANSHIP SHALL THE I1,ANS,'I'1'11'-:(.I)RRENT 1 DITTON OF'I'1 II; (C:AI3()), ANO C:URlZLN'T CABO STANDARDS, A$ AMENDED AND Al'X)f'':f,F,,'ll BY THE, LOCAL.00Vl;1ZJVI1VCi 13LI'IfuUINCi CODE At TO[ORITY. VERITY ALL EXISTING CONDITIONS AND CHECK ALL,DIMENSIONS AM)hLEVNI'lON'S PRIOR TO STARTiN'Ci WORK. CAI:I.DISCREPANCIES ATTENTION OF THE OWNER AND RESOLVE BEFORE PR()CT I;r)lN(.3 WI]H'l'1-JE WORK 1)1•.rAILS NOT SPECII-ICA1J.Y SHOWN SHALL, BE CONSTR11CI'AD S)MMAR TO DET10J4 S11()W.N FOR RESPEC:TIVT MA1TR I A'[,S AN D SINULAR CONDITIONS,ST JR 11?C1`'R)RE VIE.W'BY THE OWNER. SURMIT S110P DRAWINGS OF ALI. FABRICATED S'I'RI1C:'IURAL ITEMS FOR REVIEW BY 'n-IE ENGINEEIZ PR[OR TO CONSTRUCTION, .INCLIJI)IN(.r: RB.1NT?(.)RC:ING STEEL,STRUC17JRAL AND MISCELLANEOUS M75) I.,,PREFABRICATED. 'IRUSSUS,AND STEEL MANUFACTURFIRS SHAD,SUBIVET 5 .LETS OF DRAWINGS AND C'.ALCULATIONS SFAIXID BY A STRUC TURA1.OR C:IV 11,,ENGINEER R1,.G'1 T'ERED IN T'1LTi STA71 El O OREGON. DI sS[()N CRITF:R:IA: D1 AD LOADS ACTI TAT. WIND LOADS BASIC WIND SPEED=80 MPH, EXP(-)SURE licit. SIESMIC ZONE 3 AS PER U.B.C. CARTHWOR'K: I. FOUNDATIONS: ALLOWABLE SOIL BEARING PRT SSURb: 1500 P.S.F.(ASSUWJ:)) 1-1/3 INCREASE AT.1.()11VED FOR LOADS FROM W.1ND OR SEISMIC OR101N. SHE SOILS REPORT FOR RF.TAINTNG WALL DESIGN LOAD AND SOXI.,C,VACITLE'S. All.,F OOTIN(i SHALL BEAR ON FIRM, UNDISTURBED FsARTH OR"STRUMMAT.}SACK", AREAS OVER F:XCAVA"['13I) Sl,l .1.L. BE BACK17II1.13D WTTI1 "STROC"I'URAL BACKFILL" OR I RAN CO NCRIiTE (f'r,=2000 p,;), "STRUCTURAL. BACKFII,T."STIALL C ONSIST OF APPROVED WET,-GRADED BACKF'ILL MATER TAT,WI'n I.MAXMJM SI/..E OF R()(;K= 4". l'It()GL'N'SO,9-.ORGANIC:MA'1'N1ttAf.ANI]DELE-"TI;R.IOUS MAYI'F.R 1S N()f AI,LO)NIU). COM]'AC7"1'()A:1'L1.?AST 95% OF ITS MAX'(MITM DI NSiI'Y AS llE'1F.RMINF.D BY ASTVI 17-1557-78. CONTRACTOR SJ I:LL1,EXE-RCISE EX RF..MI:CARE DURING EXCAVATION To AVOLD DAMAGE' T'O BURIED L NES, TANKS, AND 0T7II.R CONCEAULD IF'EMS. UPON DISCOVERY, IX) NOT PROCEED WrI'H WORK UNT11, RECEIVING WRIT-lEN INS`I'RIX'11ONS FROM TITF OWNER. A <':.(JMPF:TEN i'R:F.F'RFSFN T ATTVF,OJT I k•IS OWNER SHA J,INSPECT ALL PO(M LNG EXCAVATIONS FOR SU17FABII.ITY OF 13IiARIN(i SUlkl�ACES PRIOR TO PI..ACEIVIF.NT OF REINVORCING STEEL... PROVIDE T)RAINAGE AROUND All,WORK'1'(.) AVOU)WATER-SOFTENES)FCK)11NOS. GRADING: SU1:3-(iRA(•)13 P1tEPA12ATION: COMPACT TOP 6 INCLU3S Of,EXPOSED SUB-GRADE,AT01711MUM MOISTURE C(.N TENT TO 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERIVIINFD BY AS'IM D-155T IF ANT SOFT Old, AX)SL SUB-GRADE MATT?RIALS AkL,' LNCOt-JNTF..RFD, OVER-EXCAVATE AND REPLACE WMI U)NIPAC'IED SITE FTI.T,. f' PROII1aR COMPACTION OF niF, 4111i(iltlrl)1'; iS 11VIPRACT.ICAL BECAL)Mi OTC EXCESSIVE M01',7111 h', OVER ..EXCAVA•lE AND REPLACE WTI'1)A S(11•'F1CIEN'.l'TmCKNESS(NOT IFSS T1:IAN 12")C)F 21NCH-MINIS WA,•IILD R()C KF.U.,TO PROV1DI .A V IRM WORK SURFACE•.. A1.T,SUl3(IRADL 1:LL VATIONS TO Br WrIIMT+/-0.1 FOOT OF TI TAT SP1sCD',1LD. ;BASE COURSE: 1'lt(.)VIDF. A FTNAI, t,QURSh TO DEPTH AS PER PLANS (6 INCHES MINTMTJM), OF 3/4 INCH-MINUS ROAD M1.5, AGGIREGA E COMPACTED TO 90 Pl;"RCI-N'T'(.V MAXIMUM DRY•,DENSITY AS DE-I'ERIVIINED BY AMM D-i 557. BASE- C CURSE GRADING RFWTRTMI;N"T'S SIIALL ICE AS FOLLOWS: 10p"/,PASSING 1"SIEVE:90-lWo/o PASSING 314 SIEVE:40- 65%PASS.INO#4 SIEV'1 ;30-5(YYo PASSING A 39 SIRVI 3-9%PASSING A N200 SI1.iVT:. �1, 2—OS-201 4:02PM FROM LB ENGINEERING S413172940 P. 10 CONCRETE: 1'IlV,SF1,?iC T1()N Ole MATERIALS FOR,AND TFIF.MIXING AND PI ACTNO OF AI.T.(;()NGIZI;1'I',S1[A1 d.C:()NF()RM TO THT; RI ()lJ.IRE-',MLNT'SOI-"'IIIL-'CUKRJIN'I'U,Li.t.,N AXIMLIM SILL OFAGGRF,GATE SHALI,.BF 1 1/2". TIM C:1:iMENT CONTENT AM) MAX[MTnVI SLUMP SHATI. BF AS ST•I()WN BELOW FOR INDICA'L'F:I) CO.NCRETT: S'TRI::NCr1'TlS(Y'c),UNU:11*3 ALTERNATE MIX DESIGNS ARE SUBMITTED BY THE CONCRETF SIJRIN.IFiR AN1).APPROWD BY THE OWNER. STJCH MIX DESIGNS MUST BE SIJBSTANTTATI D BY STRPN(4'f`H I)r;lA FROM TRIAL.BATCHES OR I-Vill) lsXPE'RILNCE. CONCRETE STRINC;"TIS SHALL 13E; VERiFLED BY STANllARI) 29 DAY CYLINI)ER '114STS U� REQUIRED. MINIMUM 2K-DAY MINIMUM SACKS OF CEMENT MAXTMl JM 1,C)CATION STIZENG1'H Pc PF.R CUBIC YARD OF CONCRETF. Y.l JMP All.CONC. 3000 5 1/2 4" EXCEPT AS NO SPECIAL INSP.REQUIRED N()T'1J) ALL CONCRETE EXPOSED TO .EARTH OR WEATHER SHALL. CONTAIN AN ACCEPTABLE AIR LNTRAINING AGENT, ONFORMINO TO AS'I'WWECIFICATION C-260,TO NI'I'AIN 4%TO 6°/o EMfRAINED AIR 13Y VOT,I:JMF.. PR(Al',CT 1•'RESi..[LY PLACED CONCRETE FROM 'PREMATURE DRYING AND EXCESSIVE,' COLD ()R TFrvTPRATURFS FOR AT LEAST 7 DAYS, IN ACCORDANCE WITII ACI 301. NO ALUMINUM (CONDUrl', W SC:.I:'.I,LANIiOUS ITEMS,ETC)Sl TALL BE EMBEDDED IN ANY CONCRETE. COI I)WEA11ILIt PLACING:PR'OTI✓C,'7'CONCRBTI WORK FROM PHYSICAL DAMAGE 0:2 RF.DUCF.D STRENCYITI WI-IICI I COULD BE CAIJSFD BY FROST, FRJNG ACTIONS,OR I,OW'I'}'s1vIP 3RATl.JJU:ti,IN COMPLIANCE WITH AC'I 306. DO NC_Y['l Itil;I�I2C>lt N MA'['E'R[A.LS OR MA'1'I'RIALS CONTAINING ICE OR SNOW. DO NOT PT ACE CONC:RETI?ON PROlIaN SUBGRADE OR ON SUBGRADr CONTAININ'G'FItOZENMAI?JZIAI S. HOT WIiATITER PLACTNO:WI MN NOT WFATTIRR CONDITIONS EXIST(90 DE)ME:S FAI IRENI lliIT AND ABOVE)VAECTI W()IJI.0 51?IrIOUSLY IMPAIR THE QUALITY AND STRENGTH OF CONCRETE,PLACE THE CONCRl~W IN AC:CORDAN(;Is WITH ACT 305R. METALS: RFWFORCING STEM.(iv[ASONRY AND CONCRFTF): RF.INFORCEMF.NT SHALT.CONPOI:M'1'()AR1'M A-615., G.]RUDE 64). L)ErAlL,FABRiatvm AND PLACE PER AC1 315 AND ACI 318. Sl'L]CIiS ST L'L1.r.13r;24 I:;AI2 I)TAML7'i;1tS,24° MQJINITJM FOR CONCR•F;`7,,-48 13AR DTAMFTFRS, SUPPOWl' ALL REINFORCEMENT WITH APP.ROWD CHAIRS, SPACERS,()R TIES. WELDED WIRE FABbUC: C(-)NFORM'1yU AsTm A-82 AND A-185.LAP ONE FUlL MEM ON SIDES AND FND. S.PLACE AT MID-DF,PTI.1 OF SLAB IJNI.F.SS SHOWN OTHFRWISF. STRUCTURAL. SIT-0.: CoNFORM TC) 114: .1.A'IEKf ;h:1XTION OF 'JHE "RISC SPECTICATION FOR TIDE DESIGN, 1"ARRI(:W.110N AND L;RL;CTIO,N (.)} S'IW.JCTURAL STIIEL FOR BUILDINGS." SHOP PAINT.A=—, FABRICAl IONS WMI AN APPROVED PRIWR ('OF.PAINTING SPECIFICATION). GALVANIZE Al11i12 FABItICAT'ION ALI,MISCELLANEOUS STFFI.S.PF.CIFICAl J.Y CALL ET) RE 0ALVANII:F:1')ON pf ANS, S1FF.I.S.IlAP}?S ANl-)PI,A`F9,. ASTM A-16(C�36ICSI)or AS17vI A-572(Fy=50 I(SI) .51l'EL STRLJC'TLJRAI..TT JI3.ING: ASTM A-500,GRADE B(I"KSI) STRUCTURAL STEEL PIPES: ASTM A-53,GR ADr B(F}r35 KSD MACHINE BOLTS AND ANCHOR BOLTS:ASTM A-307 I)IULd.VD.LN CONCRETE ANCHORS OR EXPANSION BOLTS:"HILTI"FASTENFRS OR AP:PROVP 7 ItQl JAI,i 1.NI ASS N(T.VRD (.'fllfl:.RWIS.E ON.DRAWINGS.FrVIRED BOLT'V.10 CONC.RETE,OR GROUTED MASONRY SEVEN DIAMETERS MINIMUM, l JNi.}'fiS ST I()WN C).CI�11ItW14L>, • 2-OS-201 4:33PM FROM LB ENGINEERING S413172940 P. 11 WFI DING: ALL WEIDINC•i SHAL1,C:ON.FORM TO THE;Alv 2R1CAN WI?1,DING SC_YACITY STANDARDS FOR ARC AND(rAS WFl1).1NGi 1N BUILDING(:C>NS'.i ROCUON.ALL WE] I X*i SHALL BE DUNL4 k3Y LHltT1FiED WJJLll1 ftS>l,]51NCi F;7U'k LEC'I'RUI]L'S,ANl") 3/16"N(INTMi JM SI✓E UNLESS N(7TF]](YI i i>rTtMSE.NO WFI..1)1N(.i C)N'I?t,'jM-C)RC.TNC3-ST-1-EL SHALL BE DoNf WTI130 TY SF'1,CTI-'IC'API'R(.)VAI,()F TID?]aNGW.i.;lr;l2. VAU-,N APPROVIsI)WI'(•,T)RT,.INFORCING S'1L1.-.L(N ACCOPDANCE Wl'I'11`rl II AMR'RICAN WELDINQ S(.)(:(hT'Y`S "RDNF'ORCINO STEF_L, WELDING C001",". IN NO CASE W1LL A W11,U) 'BE MADE, WITHIN 6 BAR DIAMETERS OF A "COLD BEND." SPECIAL TNSPFCTORS SHALT. ill' 'PROVTDRD DURINU AI,I.. ti'I'ROC'nMAI.FIEI..D WELDI NO INCI.UDrNCr THEW .,D1NCr OF RF gFORCINC3 STI?L T (IJ13C) EACH SPI;C1Al, TNSPFCT'OR SF WA- BF, A QUALIFIED PERSON WI-10 SHALL SHOW COMPETENCE TO 'XT•Tz: SA'i'1S1 AC'I'IC)N OF '.1111L,'BUILDING OFFICIAL,.FOR TIiF.PARTICULAR OFERATION.All INSITICI'ION R W..)RTS SHAII BY SU.BMITl'L TO U TF.BUILDING DEPAIRTMFNT MTH THE;PRO)ECT NAWv AND A DDIZL,SS(UBC). l J� o � �"�`� r OFFICE COPY LES SCHWA 51GN PACKAGE FOR 5MOKEY POINT, WA5HINGT l bbd 7 ° LOCATION: V7=5mokey Point Blvd. < w 5mokey Point, WA 98022 I F- r' ZONED: HC 1 r � 51GNAGE Pole Mounted Sign - 1/2 Square foo for elcJ CALCULATION5: lineal foot of lot frontage zv r per 5mokey Point Blvd frontage - 259.6 i C'Iti! f A lin t n 5i a e calculated at 1/2 x 259 129.50 5f w` g Sal l � F�+Uj ed De��'� #� 4,,,` , analG. 8, 1998 �c�uare�utilized on the 5outhw 5t corner of property 3 164 X sf' ,�� w� Building Signs - r West Elevation - 51.00 sf North Elevatio - ID.0 of "�L9 <; South Elevation 1.Q0 4f , total of 162D0_square feei�/ = � �Z Gjax lvr � _U Total 5ignage on Property - 247.5 5f n PROJECT MANAGER: Greg McDonald ` ✓ Les 5chwab F.O. Box 667 a Prineville, OR 97754 (541) 416-5206 REVISEID 51GN PACKAGE Darryl Cox PREPARED BY: Carlson 5ign Co. P.O. Box 524 7 y { , Bend, OR 97709 (541) 562-2182 - - � � f �, '1 r �� i � �{1 �. � ; .� � i k�� , •' �. �. `' It _ -� I I i ��i r 1 20'x 20 5mokey Point Blvd frontage-259.63 x 1/2=129.50 of S I T E P L A N "b(Iltytriangle Proprooed Freestanding 5ignage-42.75/oide=&5.5 of SCALE:1/64"_ �' � North building frontage=113' Proposed building 5ignage=60 of Property Line South building frontage=113' Proposed building 5ignage=51 of Pole Sign West building frontage=115' Wall Sign Propooed building oignage=51of Total area of wall oignage=162of we _ —It'•� le....ts•..7•�r'°•11I}1I '-J�_-� iy'''I-LrII' fI t16A3' B waTzr E �'f ui /,.. m s Z v I••r �— a! w � E] �, Z _- _ .w....., i c i i ♦...� 1 8 �d - ..Prncl2Wll,�ca�ze-e f w «i bel - - - -- - - (O hztp LOG.{µ � f B��E I [M:M[IV G- E+OJCCe]fn5.Mglgi\t N.E. 166TH PLACE LOCATION: 5mokey Point,WA CARLSON P.O. Box 524 DATE: 4/19101 Bend, Oregon 91119 (541)382-2182— Phone PROS,MGK: Greg McDonald (541) 382-2196— Fax DWG BY: Darryl Cox UL, WSA, OESA, COBE FILE: 5mokyPt\oiteplan ..,i. �� , . �� o g c m z cn m a 22" z I 0 77 7n I o „ o ' Z fi z m fl, 01 x 713 1 O Cb ,! 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CA) O N CB s 7dY 590 ' 0N N °� )OD OD mm Z v o u '- Z D � OD ND !v m I m n 1 1 � �'� Q � � � CD = r GOo T —a p O —h — O O SU 91 RI r 77 ZS :s Q :s (D �O z NN41 _> C)Tp lb Cl) 2 X- (J) U _ m vt c�D i T1 � 1 Z m z 44� 4� � u l m C>c9 c'o Ul < o o10 cn D 'J� INTERNALLY ILLUMINATED DOUBLE 51DED 51GN 51NGLE POLE MOUNT Calculations: Allowed 5ignage - 25.9.65 of lot frontage x 0.5' = 129.50 of Proposed 5ignage - 5'2" x 06" =42.75of x 2 sides = 55.5 of N � � ES StHWCAB 6-7" - WELD 6" SCHEDULE 40 STEEL PIPE .250 WALL 1 Steel Collar i 10" SCHEDULE 40 -O" STEEL PIPE max ht 365 WALL 91_71, WELD -F Steel 12"5CHEDULE 40 Collar STEEL PIPE 4'-6 10'-0" .406 WALL 6'-O" MINIMUM 2500 PSI 19D 25 DA CONCRETE MIN MUM SQUUAA RE PO. Box 524 LOCATION: 5mokey Point,WA ELECTRICAL CABINET DETAIL Bend, Oregon 97709 CARLSON DATE: 4/17/01 SCALE: 1/4"=1' ITEM 5U65TRATE COLOR SPECIFICATION (541) 382-2182 ^-- Phone Cabinet Steel L5 Red ' (541) 382-2196 --- Fax PZOJ.MGK: Greg McDonald Faces 3/16"acrylic Acrylite 432 Yellow DWG BY: Darryl Cox UL, WSA, OESA, COBE FILE: 5mokyf t\poleoign Copy 1/5"acrylic Acrylite Black r �i 2-05-201 2:29PM FROM LB ENGINEERING 5413172940 P. 3 nIl I { �c� glow,R.816N tNSTALUWJ '4C 61,12,TA"tP C'f 1616H tD i"a' INSTALLLRJ a"a srnrpAt¢/IaT�rt.rrT`t' ,. 4ta• MIb1iLL 6'RLL Mm-6LT*.lc&=U m N rptt rlrT 61Z@. m {II >—gJlp' I�I'�1S I-nom ylO!L PIPC-P.Q:wmm%Lr rox rtt•e 612E AND LflKTH. [^Z_1 a,Cq�-LANS rwbJICL°NtlN,#11&T PRYWTIVC � [�frrrl4Au COATNI4 pw rlrh. cLA ;,Np�A1.It7o OR rwvel.sNr 4 FINISH 6RADC ao454=canrtse ? .I 11 •! I Illt III. ,. �• ;.,_.a. �.., "� •III i'i"'ill ail, ,• .�1�:{il!�_lil ill • tl? t-i{I,- I!I III li�•�i,f .�._ �t-;i1��Jl1 ' •i1.-,I ':II " 'fly" .}�.a AD rCpt="OCdPI1-^TI0!4* OR UWASTUROW CARRY. ELEVAT10N #5 I9"O.G.TOP t DPrrom erk a uwk Ty*. NpT PvtWiA11e RJOMr-ptiWAY LY.V�ICARI' A SIGN ADCW 0 d srr�er BA!m+ rrap ra Ft 11NG .AND POLE SCHEDULE ykv411u RIGN HEIGHT, H': ZO t'I Im"MUN&ION AREA: 43 S.1 tAlrAk .^.OIL BFAMNO PRESSURE. 150 o.5.)./ 1:1 OEPTH YANO EM•OSUR[ G 1001'W' a•-0- Foon/tC OEM. -D" 6'-O' udkkX PIPE SIZE. 10"A STO LOWER PIPE 9ZE: 1T."! STO LMVER PWC LEAUPt; t0'-O- SEE C"- L 1 POLE SIGN ELEVATION AND FOOTING DETAIL i (�� SCALE, -- 2-05-201 2:30PM FROM LB ENGINEERING 5413172940 P. 4 PIPI_ OL-UMN A5 PER Dt:'TAIL A/A CONTINUOUS PULL HEI6Hr PAINTED AS ate CANER PLAN VIEW KIN& 1='LATE I"x �' F WITH I" LIP OVER I �" LOWEK2 PIPE 1/4" GAIN PLATE 5/6" GUT r-IT INTO Le7WER PIPE COLUMN 4" PIPS COLUMN A5 PER DETAIL A/A CONTINUOUS FULL +-EI(SHT PAINTI=1) AS PER ONNCR SIGN SPLICE DETAIL ELEY. VI1/411 EW P. RING PLATS I"X • WITH I" LIP OVER ``� 1-CAER f'IPC PIf�C GDLUMN5 A5 PC:TAIL A/A CONTINUOUS rbU-L HEIGHT PAINTIwU AS PAR OWNEF, ELEV. Vlr--A 7 PrF'OSTa AND 516N 0 MATGH SIGN SPLICE DETAIL PLAN VIE'01' �2 COLUMN SPLICE DETAIN - N.T.§w - �-- 2-OS-201 3:57PM FROM LB ENGINEERING S413172942 P. 21 Suva I. OF BY; DATE, lantlary 20()1 C INIKERING, INC. STRUCTURAL CALCULATIONS FOR FREE STANDING POLE SIGN LES SCHWAS SMOKEY POINT, •'OVA LOCATED IN: SMOKEY POINT; WASHINGTON IE IV v.A y�/VT A 315s35 �Q �0 R�ClS'I't�4� tS� Ss�ONAL EXPIRES CLIENT: CARt,SON SIGN BEND, OREGON STRUCTURAL CALCULATION TN ACCORDANCE WITH CURRENT UBC ,'AND AMENDN ENTS 20380 HALFWAY RD,,SMITE A BEND,OREGON 97701 Ph: (541)317.2939 FAX: (5,11)317-2940 2-OS-201 3.57PM FROM LB ENG I NEER I NG 541 31 72940 P. 3 MECAANiOAL PROPERTIES 0P Pi f 1�J� External wall Weight Schedule Sectlon Rrrlsting Moment In Foot round* 01a,neter Tklcknesa Lbs par Ft, ~lumber madulus Grad+ A G►ode 8 lncilet (nchat 18,00011 27,0004 5tnts Stress 2 1!ti . I S 4 ' 3.65 40 5606 640 1,260 7./y .203 5.79 40 1.064 1,596 2,394 3 1,112 .216 7.57 40 1. 7241 2,586 3,879 4 .226 9. 11 40 2.3939 3. 590 5,886 4 1/2 . 168 8.64 2,629 3,844 6,916 4 1/2 .237 10.79 40 3.•2145 4,821 7,231 4 1/2 .337 14.98 80 4.2713 6,407 9,610 5 9/16 . 19.8 10.76 4. 1161 6, 174 9,261 $ 9/16 .258 14.§1 40 5.45- 8, 175 12,262 5 9/16 .375 20.78 80 " 7;43 11, 145 16,717 6 5/8 . 188 12.89 5.9351 8,g02 13,853 6 5/8 .2)19 14.97 6,8261 10,239 15,358 6 5/8 .25 17.02 30 7.6905 11,536 17,304 6 5/1 .2� tb-97 40 8.4968 12,744 19,116 6 5, 8 .375 26.03 10.80 10,u39 24,509 6 5/b . 432 28.57 80 12.224 18,335 27,502 8 5/8 . 168 16.90 10,261 15,391 23,0$6 8 5/8 .219 19.64 1I.841 17,761 2$,641 8 5/R .25 22.36 20 13.38b 20,077 804115 8 5/8 .277 24.7 30 14.69v 22,036 83,054 8 5/8 .322 28.55 40 16.809 25,214 37,821 8 5/14 .375 33.04 � 19.2.1 28,821 43,2311 8 5/8 .50 43,39 80 24.514 36,771 55,156 10 3/4 . 188 21. 15 16. 18 24,250 86,875 10 3/4 .219 24.6 18.675 28,013 42,010� 10 3/4 .26 28.04 20 21. 156•' 81,734 47,601- 10 3/4 .279 31'.2 28..418 35 127 52,Goo . 10 V4 .307 34.24 80 25:566 38:340 57,'523 03/4 5 40.48 40 29:904. 44,856 67,284 10 4 --- --54.74 00 39.433 69,150 88,725 12 3/4 . 188 25.22 22.9 34;485 51,721 12 3/4 .219 29.27 26.524 80,786 59;679 12 3/4 .25 93.37 20 30.09 46,135 67,702 12 3/4 .281 37,45 88,602 50,403 75,604 12 3/4 .312 41.51 37.00 55,590 83;385 12 3/4 .930 43.77 30 88.973 58,480 87,690 12 3/4 .375 49.56 43.817 65,726 98,581D 1 _ 406 53_.52 � � 47.07 70,984 10.6,'491 12 3/4 .50 65.41 56,713 85,070 12T,605 14 .25 36.71 10 36.471 54,707 82,060 14- .312 45.168 20 44.97 67,469 101,207 14 . 375 54.56 30 53.251 79,877 1-10,815 14 .438 63,37 61.29 91,939 187008 14 .50 72,09 69. 108 103,662 165:408 16 42.06 i0 47.958 71,947 107,905 16 .312 52.35 59.25 88,868 183,303 16 .375 62.57 30 7 0.261' 106 801 158,086 16 4.15 72,72 81.01 121:512 182,28$ �LfS.`.. -----50 $2.. _...,.._._ 40 91.493 137,239 205,858 77 18 �5 47.39-7 61.02 91,523 137,284 18 .312 59.03 20 75.48 113,212 169,818 )8 .375 70.58 89.626 134,439 201,658 t8 .50 93.45 117.02 1T5,528 268,292 20 25 52,73 10 15.04 113,465 170,107 20 .312 65.71 93.67 140,502 210,75.3 20 175 74.59 20 111,35 167,021 250,531 110 �(1 104. 13 30 145.69 218,530 327,795 24 "i 63. 41 10 109.61 164,418 246,627 21 3t 112 79.06 135.94 203,917 305,875 2-1 . 3:7; 't4.(1 t 20 161,80 242,787 364,180 24 . 80 125,49 212.45 316,609 478,003 ,A E iiFA ;. PIPE Fo ' S!lNN Y 1r . , 1N !: . 'EL (213s lop-R", LDS QNGE1.55; rAL.IF. 90023 �. �a I 2-05-201 3:58PM FROM LB ENGINEERING S413172940 P- 4 PROJECT#• SHEET: P O PROJI a NAJm: .L/I c-,- .5CNW,4 t��i4121501V S/C�nf 7BENGINEERING IN� LOCATION_ SMaK�Y FIE-) �nrT . BY. .Dd D :.T 1 nj _r. -_ _ Li ru Lj _ 1 -..—. > .i�' _ �_.�v--.�.�___...:�...J .g----�I --_-r--�-...,.�. ..�_.�..Y�. Pl�.=`•�-�O'-`�.-•�s•.��'�,r-i4=�.?�-i.l�y�'�:L/3,•tX.r1:'r•�.,1... ;F7 - ------.:..._. , I ��j•� ! i- � � i � I I T I i i 1 - i _,.IL41,�0 C_l�D�f-+.'�:-=.• D"- ay`•»sr =_ • •y• - •---•!r f._'_ _ ___1 ........._.i.._.__...-.._y'.�•--.�.__._..f_- _.j I 114 �"_._.L•'.L 1/'....�.:!.........CJ.•�.•r!'.• 1 T _- !J�'-�,�_t/��._.�_, _' -_-___"'•__•_•_ ' .-.««_...._L...«�. - __._�_ I ! I 1 ...�Q.•I�..ii '� _��•`,� ie9 -�- _�� i/(o� Ili� ! � i r- ` —_ 2-05-22l 3'S9PN FROM LB ENGINEERDJG S413172940 P. 5 !7 nuy � Jm"m ' owmnr oaw: � ----_- - _--_—.-___-- 2-L5-201 3:59PM FROM L5 ENGINEERING 5413172940 P_ b Title Job#a` Dsgnr: Date; Description.... 3:40PM, 31 JAN01 IFasTI-ame 2-D frame Arialysls va.U.s- Page^ 1 Lodes... Node j Node Coordinates I I I I Node Label ` X Y I X Restraint Y Restraint I z Restraint rem deg r L ft ft -- -- - F 1 0.000, 0.000: Fixed Fixed Fixed 0 2 O.DOD I 4.5W 1 I I 0 3 O.ODD I 14.000 i I I 0 4 j 0.000 a 18.500 I _ - ! --- - 0 Member... _ Member Endpoint Nodes Member i I End Releases J End Releases �. Label j Prop wty-Label I Node J Node I Length X Y Z X Y L_-A.____...I / :. LP8�std iidI 1 - 2 4.500 2 3 9•5w 6std 3 4 4.500 tr .G(@IRb4r 6Hta... Member Unbraced Lengths Slenderness Factors AI$C Sending&Stability Factors Label Lu:Z g Lu:XY I K:Z K:XY Cm r-b A I 4,500 AGW----I 1.00 1.00 ! Internal Intemal B 9'sw 9.50D I 1.00 1.00 Internal anternal G i 4.5W 4.500 I 1.00 1.00 i Internal internal Materials- member Youngs Density I Thermal Yield Label I ksi i kof I in/400d ics; II Dafauk -- 1.OD ! 0.000 ...- 0.000000 1.00 Steel _ I 29,000.00 0.490 ; 0.00mw _ra.00 _ .- �Se:Ctiart Se�tior(s_„ ' - ---• Prop Label I Area Depth Tf Ixx Material - I Group Tag i Width TW lyy J --Default Default 1.000 in2 0.000 in 0.000 in 1,00 In4. 0.000 in 0.000 in 0.00 in4 P10std T St i 11.900 in2 10,7150 In 0.000 in 161.00 In4 0.000 in 0,365 in 0.00 in4 P12std Steel T 14.600 in2 12.75P in 0.000 in 279.00 04 _ I 0.000 in 0.375 in 0.00 in4 P6btd Skael T 5.580 in2 5.525 in 0,000 In 28"t0 in4 j1 0.000 in 0.280 in 0,00 1n4 P$std Stem I 8AD0 in2 8.625 in 0.000 in 72.5q In4 O.DDD in 0.322 in 0,00 In4 Node Lead:s.... Concentrated Loads and Manments j Load Case Factors Node Label I X Y Moment #1 __ 02 at #4 #li 4 1.113k 1.000 Load Combinations... Load Combination Stress j Gravity Loan Factors Load Combination Factors 1 Description increase j X Y I *1 #2 #3 #4 #5 Wind JZ J. -1.00a .._L.._._...1.ODD _ Node Displacements & reactions Node Label Load Combination Node Di$plecements i Node Reactions X Y X Y Z in in RAdi8ns k k k-ft 1 Wind 0 0 -i.113a7 0.53@20 20, 0 2 Wind 0.07090 •0.00007 -0.OD251: (] 0 0 3 Wind" 1.37320Q,&04Z� -0.00017 -0.000i21; () 0 0 Wind r � -0.00019 T 0 0 0 D-201 4:33PM FROM LB ENGINEERING 5413172940 P. 7 Title Job# Orgnr: Date: Description,... 3:41 PM, 31 JAN 01 FastFrame 2-D Frame Analysis V50.8- Page 1 Nodes— Node I Node Coordinates Law X Y ft X Restraint Y Restraint Z Restraint ft I 0,000 0.000 jbteq Fixed Fixed 2 0=0 i 4,5001 0 3 0.0001 14.0001 0 4 I 0= member...Member Pr I Endpoint Nodes Member I I End Releases J End Releases Length Law I Node J Node I X Y z X Y z AI P83td 4.500 I T 8 Pastd 1 2 3 9.5w C P6std a 4 4.5M MeMb Or Stres-bi--Mick Data Mempel Unbraced Lengths Slenderness Factors RISC Bending Stability Factors ...... Label-- Lu:Z ft Lu.,XY I X:Z K.XIF Cm Cb A 4.500 Asw I 1.00 1.00I Internal ""—In—ternal B 9111500 9.500 1.00 I'M Internal. Internal C 4.*5X 4.500 1.00 Im Internal Internal Member Young$ Density The"nal Yield Label k$i kof irvvnd I ksi Default u l 1.00 1 0.000 0'QQQ= 1.00 Steel 29,000.00 I 0.490 0.000550 Sectiprt Sections..- Prop LabelI Material Area Depth Tf lXX Promp Tag I I Width Tw lyy Default 1.000 in2 0.000 in 0.000 in 1,4W in4 0.000 in O.00D In 0,00 in4 PICstd 11.900 in2 10.750 in 0=0 In 161.M In4 Steel O-OM in 0.3m in 0,00 1n4 P12std T Steel T 14.600 in2 12.750 in MOM In 279r.0p ln4 0.0m in 0.375 in 0,00 in4 psstd T Steel 5.580 in2 6.625 in 0-000 in 26-M in4 0-00o in 0.250 in 1100 in4 8.400 in2 8-M in 0,000 in 72.5Q in4 Pastd steel 0,000 in 0.322 in 0.00 in4 Node Loads—. Node Labei Concentrated Loads and Morrminta Load Caft Factors X y Moment 9S #.4 0 6 4 1.113k U= Eadd Conibinatiocls... Load Combination Stress I Gravity Load Factors Load Combination Factors Description Increase X y I *1 #2 $3 04 #5 Wind 1-330 1.000 Node Dispiacements & Reactions Node Lab*l I Load Combination Node DispIftcements Node Reactions X Y z X Y z in in Radians I k k k-ft V, -,.1.11300 0.48561 20.69050 2 Wind j 0.15745 -0.0.05571 0 0 0 3 Wind 40-.012271 0 0 0 Wind 1.9 -0.00021 -0,014= 0 0 0 -T, f� 2-05-201 4:00PM FROM LB ENGINEERING 54'13172940 P. 3 PRINIECT#: ,SHEET: ,,_OF PR>mICT rza,ae:1 5G<n �1� 50� 5iG N Lo=oN: bc/,a' . ENGINEERING, INC. w�w� ■ ww � sj r_ W _.._...»...—..._.!. .. .. A - _ •._ �•,_.._ ,.«.••..r,�va..• r�.�.....r._...�......� .«� ....x..r.I....n....r►.+S ' ' i• ._'r+�_+tea.•..-, ii ._....ems:._ ..e--•• `,7. ... ��..4�aT � __! !, _ »:-- � i i � j i i ! ' _ _ .. • n r • • ..w».• • • • «... •».� - m•, • �.� ...... • .....•r—_�.-«.__l__.••d.._•r•�«—•.w� �.n _,.err__ �,» ' ' �.,.«' 1 . .... ....._i_...__.....•....._................. .....__ ..._ _..._ • ...... f--- • •_ - ..+«.•••h••rti • r. ..... mow•-- - I.r•r•-•.r»,_..ter•.«ywr•—•..r_+.�.w.r•�r .-r•_ •w.�r...._..! _... _....-.._.«» • _ ..�. .._...__.. •. .. ..... •_•....•..r�.r......v....,,....,.m.,n,,..,.1..........J....._..--'•____...... 1 1 2-25-201 4=01PM FROM LB ENGINEERING S413172940 P_ 9 co STRUCTURAL SPECIFICATIONS C IENERAL. ALL Ml,"ITIODS, MATMA.T.AND WORKMANSHIP SHALL CONI-`ORM IX.)THE PLANS,•1 f 5-'(N IRRE'NT EDITION of,'ll I ; (CABO), ANO C;IJFJRENT C:ABO STANDARDS, AS AMENDED AND AFX)ry'('.3 )BY THE LOCAL (i()VI RNING BUILDING C'OD AITll R)RITY VERIFY ALL EXISTING CONDITIONS AND(:HECK ALL DRYIE ISION'S AM))3R,.EVNI'IONS PRIOR TO STARTING WORK, CALL DISCRT±1}A.NCIF'S'I'()'lTTt;A17IENTI0N OF THE OWNER AND RESOLVE BEFORE PR()CT'liF)IN(.;•WITH I fIE WORK. I)t;'.PAILS NOT SP1sC;T1 1CAl. ,Y SHOWN SHALL BE CONSTRU(" VI) SIMIl.AR TO DE iO,S S1 IOWN FOR RESPECTIVI MAI72IA1,S AND SIMILAR CONDITIONS,ST IRJI ,"I'TO RYV.fEW BY THE OWNER. SUBMIT S110P DRAWINGS OF ALI, FABRICATED STRUCTURAL ITEMS'FOR REVIEM BY THE ENGINEER NUORTO CONSTRUC'I'IC)N, .INCI.IJT)TN(r: RI:INFORC:ING S'I.EEL,STRUCTIJRAL AND Ml5CELLANEOI.JS S'TT;ILL,PREFABRICATED. 'IRlJS813S AND ;i'1ELL MANUFACl'URFRS SHA.TZ SUBMIT 5 SETS OF DRAWNOS AND CALCULATIONS SF?A[.ED BY A S'1'RtlC;'1'llRAI.(:)TZ CvI V II,13NCiiNLL;R IZ)1G1S1'I:RED IN 1'I-Ik:8"1'p,7�;Ulu UF2I:GON. DI?SIGN CRITERIA: I'))-AD LOADS ACTT TAT. WIND LOADS BASIC WM SPEED=80 MPH, I1XPC)SURL"C", SIESMIC ZONF,3 AS PER U.B.C. EARTHWORK: 1. FOi1ND/VIJO'-:S, ALLOWABLE SOIL BEARING PRESSURU 15W RST,(ASSUMED) I-1/3 INCREASE Al 10WED FOR LOADS FROM WIND OR SL"ISMIC ORMIN. SLE SOILS REPORT FOR RFTANTNG'WALL DESIGN LOAD AND S(71L C,VACJTl S. ALL F(X)'fING SF:IALL BEAR ON FIRM, LINDISTURRED SAXIH OR"STRUM. JRAI.RACK", AREAS OVER FXCAVA'f13D SI.IALL BE' BACF;FILI..ED WTT11 BACKF'ILI;' OR LEAN CONCR[i'TE (f,=2000 psi), "STRUCTURAL. ]:3ACKI T[.T" 8TIA1,L C<:)NS1S1'C)F APPROVED WFT.i.�iRADED BACKFILL MATFR[AT,WITI I.MAXEMIJM SIZ Ol R('x;K= 4". FROZEN SOIL,ORGANIC MA1'1?T(1A1,AND UELL•TI RIOUS MAT 1'F.R 1q N(Yf ALLOWO). COMPACT"1'()/1,'I'Li AST 95% OF ITS MAX'M[UM D1;NSfl'Y AS DE'1"ERMINF.D BY AST vT l' -1557-78. CONTRACT()R SJ f'\LL LXFsIZC ISE L-X RF..MF CART, DURING EXCAVATION To AVOID DAMAGE 1Y) BURIED I11*TBS, TANKS, AND O'llIl'.R CONCI!AUD frISMS. UPON DISCOVERY, IX) NOT PROCEED W`I'H WORK UNTIL 12)CE'sJVING WRrnEN INSTRU(.11ON3 FROM'IHE OWNER. A Cs(.)MPF'1'F'N'T'R.FPRFSFNTATIVF;MITI OWNER SHAI.I..INSPECT All F(XiTING EXCAVATIONS FOR SU.TI'ABILITY OF 131:;ARIN0 S(JRI'ACES PRIOR TO PI..ACFMFNT OF RE.INVORCING STEEL. PROVIDE,DRAINAGE AROUND All.W(')IZIC TO AV( U)WATER-SOFTENED F0011NOS. GRADINCI: 8131:1-GRA01:PREPARN17ION: COMPACT TOP 6 INCIITES OF';XPOSED SUB-GRADE AT 01711MUM MOISTURI?CONTENT TO TO 90 PERCENT OF MAXIMUM()IZY DENSITY AS DEIERIvINF..D BY ASTM U-1557. IF ANY SOFT OR),(,X)SL SUB-GRADE MAITRIALS Alt'; ENCO'LINTERFD, OVFR-EXCAVATB AND REPLACE WM I CC)NIPACTED SY.M.. FIT I,. EI, PROI.18R COMPACTION ()F THE, SUB-GRADE 15 IMPRACTICAL BEC AOSF? OF IlXCESSIVE MOIS711JIM UVFR EXCAVATE AND IZMPLACF WTI" A S[JI.rICIEN'r THICKNESS(NOT I.F.SS 7"I:IAN 12")(-)F 2 INCH-MIN[JS WA:yIIEll R(X:KFQLL'PO P7 OOVDI3.A F IRM WORK SURFACE. AT.l,SU13(:1IZAI.)l EELLVATIONS TO BI?WT1x l N+/-0,1 FOOT OI,TI LAT SPI3CTI',ILI). .BASE COURSE: PROVTDF A FTNAT, COURSE TO DEPTH AS PER PLANS (6 1NCHMS MIN'MTJJVT), OP 3/4 INCH-MINUS ROAD Ml& AC KYRF,(iATE COMPACTED TO 90 PERCENT(.)1'MAXIMUM DRY,DENSITY AS DBT`1 RNMQ FD BY AS'IM U-1557, BASE- (:()1)RSI:GRADING REQLJTRFMI>N`1'S SMALL BE AS FOLLOWS: 10p"/,PASSING I"SIEVI';90-100%,PAS81NCI 3/4 SIEVE:40- 65%PASSINCF#4'-AP,,VIs;30-50`%u PASSING A 38 SIEVE,,3-8%PASSING A 0200 SIEVE. 2-05-201 4:02PM FROM LB ENGINEERING B413172940 P- Ie CONCRETE: TTIE SIB LEC'.11()N 01;MATERIALS F'C).R,AND TF-IR MIXING;AND PLACING,OF Al,l,CONC RI 1 TF;.S]IALL CON.i'ORM TO THE REQ13.IRf-,ME'N'1:5 01.'I'E IE CURI2LN'1'U,B.C,MAXIMtJM SI/-J3 OF AGGREGATE SHAI,I..BF 1 1/2". lin., CI:iMENT CON'rENI' AND MAX:IMTJM Sl:UMP SHAN. BF AS 9HOWN 1.3]-,LO1\' L;OIt iNDIC:All-D CONC.RETl�: 5'I121:iNC"rl'I15(t'c),IJNLI:sSS AL'1'Li1ZNA'i'lsM1X 17I;ti1C;NS AIZJs SUBMI'1'T'ED13Y THECONCRET�SIJ:I'.P.I.IFiR ANl)AF'PRC)VI?1) BY THE OWNER. SUCH MIX DESIGNS NRJST BF. SIJBSTANnATFD RY STRFN(YrH l,)P,''A 1'ROM TRIM,l3ATC.HES OR 1'.11iL1) IiXPERILNCE CONCRHI'L: STRf3N(3'11.15 SHALT, 13E VJrRE-1ED BY STAM.)ARJ r 28-])AY CYLIN01"R '1x S'I'S U; R13QUIRED. MINIMUM 28-DAY MINIMUM SACKS OF CEME1,1T MA XTMI JM LOCATION STIZFNGTH f c PER CI.JBIC YARD OF CONCRETE S1.1 J M'R* All,CONC. 3000 5 1/2 4" IsXC;I;I T AS NO SPLCLA L,INSP REQUIRED N(Yl'1r;I) ALI. CONCRETE EXPOSED TO.EARTH OR WEATHER. SHALL. CONTAIN AN ACCEPTABLE AJR L:N'IRAINING AGENT, CONF'ORMINO To ASTM SPECII,'ICAT'ION C-260.10 ATTAIN 4`%'TO 6%ENTRAINED AIR 13Y VOLI JMF. 1'RESI.1LY PLACED CONCRETE BETE 14ROM PREMATURE DRYING AND EXCESSIVE COLD OR I-I(7I' TFMPPRAIIJRF,S FOR -AT T'FAST 7 DAYS, TN• ACCOPT)ANCI; WO ACI 301. NO ALUMINUM (CONDUll, IvIISC•l::I.LANIi(:)lJS 1'11,MS,E'.LC;.)Sl TALL BE EMBEDDED IN ANY CONCRETE. COLT)WEA11IEIt PLACING:PR(Yf8CI'CUNCRET8 WURIC FROM PHYSICAL DAMAGE O.R REDUCED STREN(Yni WFI:(Cl l COULD BF. CAUSED BY FROST, FREEZING ACTIONS,OR I.OW' s RATI.JU.3,IN C;)MPLIANCE WITH ACI 306. DO NOT l l"E'FR(.Z N MATERIALS OR MATld'UALS CONTAINING ICE OR SNOW.DO.NOT PLACE.C()NCI "''ON FR(.)l1:s'N SUBGRADE OR ON S1JBCiRAI)1 CC)NTAININCi'F'tO7F.NM'AI?Rlhi ti. HOT WI?ATITFR PLACTNCT:WIMN TIOT WF,A IMR CONDITIONS MOST(90 DEC3REES I�A1 UZENI•IETT AND ABOVE)WI.IIC:IT W011I.0 S)sFt1C)US1,Y IMPAIR'I liF QUALITY AND STRENGTH OF CONCRETE,PI..ACE THE CONCRETE IN ACCORI)ANCIs WITH ACI 305R. METALS: RFIN1,0RCING S'MFI,(TVTASONRY ANDCONCRF.TF): RF.INFO.RCFMFTNf SHATJ.C()NP()l:M"I'()ASTM A-615, GRADE 60, DETAIL,FABRICAI-E AND PLACE;PER ACI 315 AND ACI 318. SI'L1Cl3S 4T L�.1.T.131 24 f3AR 1)IAMI;'1'1:EtS,24" MINTIIVIiJM FOR C()NCRF'M,,, 48 13AJZ DIAMETERS, SUPPORT ALL RE2,T-ORC.EMENT WITH APPROVED CHAIRS, SPAC EWS,OR TIES. WELDED WIRE;F'ABIUC: CONFORM TO ASTM A-82 AND A-185.LAP ONE FUJ L MESH ON SIDES AND FNDS.PLACE AT MID•DRIM-1 OF SI,AB IJNT.FSS SHOWN OT-IFRWISF. STRUCT(JRAL SIT-11: CONFORM To TIRE .I.A'.I1 S"f ;!~:i)1'1'[<)N 0Y 'JhE "/11SC; SPEC;Q'ICATION FOR T1IE DESIGN, VARRIC::A'IION AND 1',RECTION OIJ S1Rl:JCTURAL F'OR BUILDINGS." SHOP PAINT.AFTER FAI3RTCA'11ON5 WTI AN APPROVED PRIMER (SRE PAINTINC'r SPFCLFICATION). 0AI.VAN17.I3 Ali 1`13.R FABIZICATION ALI, MISCELLANEOUS ti'I'F3 i.SPF.CIFTCAI.T.'Y C:.n:y,k:i:.>`'I'G)13F CiAI.VANII:F:I')<7N Pf.ANS, S1T.171.SH'AP:S AND PLATI:S: ASTM A-36(Y y--36K,So(,w ASTIA A-572(F,Y=50 R.SI) '17EEI.STRLJCTI RAL TI JBINOT: ASTM A-500,GRADE B 0"KS.1) SI RUCTURAL STEEL,PIPES: ASTM A-53,GRADE B(Fy=35 ICSO MACI•11NE BOLTS AND ANCHOR BOLTS:ASTM A-307 I3IZI.A.VD.LN CONCRETE ANCHORS OR EXPANSION BOLTS:"HILTI"FASTENERS OR APPROVED fX�l JAI,I J,NI:H SS NO'.VED (7'Il-Ti RWISE ON.DRAWINGS. F.ivBFD BOLT K.ft)CONCRR.*JT'OJZ CTROU'TED MASONRY SiEVEIq DIAMETERS MININIU.M, iJNT.I SSSTIOWN('.)n-lERwl',SL, 2—OS-201 4:03PM FROM LB ENGINEERING S413172940 P. 11 WF1I)ING: ALL Wl.;1,J-)INC'i SHALL C:C)N.1(:>I2M TO THE AN4ERYC:AN WI,,I,I)iNG S(.X;M'Y STANDARDS FOR ARC AND GAS\ I+.LL .lNG, IN BUILDING CONS'i ROC110N.ALL WhIA>S SHALL BE DQNIi:-k3Y_CER_TIFEEP W>JID00.USING F70 ELI?CTRODL5,ANI) 3/16"NGNM JM SIZE UNLESS NOTE]-)01HERWISE ING OA'RL-,jM()RC1N0 STI EL SMALL BE!X)NE WTTHOUI' SYT:CIFIC APPROVAI,OF TI I'-ENGINEU-'R. WII1?N APPROVED WPLT)REINFORCING STEL-.L IN ACCORDANCE WrI'I I'TI fr AN4RRICAN WELDINU SC.)(.:[hTY'S "REINFORC1N(i S MFa L, WELDING CODE". IN NO CASE WILL A WELD 'BF MADE, WITHIN 6 13AR DIAMETERS OF A "C()I.D BFN[)." $P1s4CIA1 INSPECTORS SHAW. 81? PR(7VTDF.1 T)i7I2IIV('r AI;I,. S RI K"R JRAI.F._ WI�LlliNCY ICi.LJDING T fiE W9sL1�INC OF RF.I QRC]NS'r. 1.,_ J f ACH � WHO EI�GE _1 ).f y C _fli�._. SA'i'14-',I'�AC'TION OF '.111E BUII,1'1ING OFFICIAL,.FOR TIIR PARTICULAR OA,;RATION_ AI1. INSPL•'C1'ION kEX)RTS SHALL 14F SUBMI'lTED T0'1;1 TF.BUILDING DEPARTMENT WTTH'M' PROJECT NAME AND ADDI:.ESS(UK:). City of Arlington Building Dept, I FIRE DEP R NT CHECKLIST PERMIT # (� _ -1 L) J DATE: 2- // 5 �U NAME: '`t 5 <'C l•i G -/ ADDRESS: [C O k E kI LEGAL: _ BUILDING USE: -I A lu ✓& OCCUPANCY CLASSIFICATION: A B E F H 1 1 2 12.1 3 1 4 1 1 2 3 1 2 1 1 2 1 3 1 4 1 5 1 6 7 I M R S U 1.1 1 1.2 1 2 1 3 1 1 3 1 2 3 1 4 1 5 1 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required- Fire lane: �.Z�°�� •!> Sprinkler system: r Alarm system: �-- Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: 2 d t ture Build\form\fdchecklist RECEIVED MAR 5 2001 CITY OF ARLINGTON City of•Arlingfon Building Dept PUBLIC WORKS CHECKLIST PERMIT DATE l LEGAL/�`- "�73 —0D) Plat / Lot fax ID# NAME /-i-�T .�P_Ll.l� i I �� I S �—�S s4weoo ) ADDRESS BUILDING USE �`M ��L(I�-�^ 1�-� r� # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees S ( � Date received ew -f p h4kvys V, I I{ I I Q`S Date Yellow returned --i Date Pink returned — — — ' I tiati l•1— •.I��y- _ ■r� �:1 � 1 � ►� +i� . .ply 11 L ■ d, �..-, '1_ it .: . '. 1 II I / r — I — — — L ��, dl Irl'I �, 1 ��•I J:i Ii 1. ��:��,� �- I 1,11 �.' • I I, 1 ,�; Ztti 7 �I r!E .. 11 1 „ 11 11 1111 • . JU —1 � 1• 1 _ I 1 — • 1 I I T • 1.I I 1 1 I I II 1 11 �� MAR-09-2001 09:34 CITY OF 1"1SUL PIA 360 651 5099 P.02/07 CM OF ASLINGT-"N �r-� 7 j ° a DEPARTMENT OF COMMUNITY L i�OPMENr 238 N. Olympic, Arlington, WA A223 OATS ❑ 8uildMg ❑ Engineering ❑ Planning Phone (205) 435.0724 FAX (206) 435-3906 TO RE; ro r RECEIVEI 6 MAID WE ARE SENDING YOU 4iAtt?aeh001gd ❑ Under separate cover via the following items: ❑ SQW& fgARL1NGfrints ❑ Plans ❑ Samples F] Specifications 0 Copy of letter ❑ Change order G7 copies DATE NO. DESCRFInON I 's THESE ARE TRANSMITTED as checked below: ❑ For approval CJ Approved as submitted ❑ Resubmit_copies for approval ❑ For your use G Approved as noted p Submit —copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return .corrected prints n For review and comment ❑ I_1 FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS -- — — COPY T0. a��S V,11`k— / Rec;Y:LcoFAe (` SIGNED: -- '�LV Contents:40%NO-Consume+• ra nafto,kindly rnofgy pa at onW. 11 1 1 ■ 1•r frTIts — nor 1 ir — — 7 L I 11 1 1 — J- — ' I I I�.— Ii;L — — `� . •� 1 1 — — — — — -Mo i ■ u_ y,� ■ m Iff L 1■ 1 go- i� 10 ■ Now- ■ m r NNW' ■ ■ 1 ■ ■d 191 IP t - _ ■ I j _ f — � ■ f % ft y ■ — — — 11— 1 11 ■ ■ 1 1 op. - 1 I 17 0 ` sib - ! ('1 OF FIAT OVC8XJA1UN1TYQp\ ,0VWYFNT 238 N' 8|yn/pic, Ar|inglun, WA 90`2�3 | DATE JOB NO. | �lB n� TO RE: fa WE ARE SENDING YOU nd El Under separate ��r`� following items: | � � � O Shop drawings O Prints O Plans O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED an checked below: O For approval O Approved as submitted O Resubmit-------_onpioafor approval O For your use O Approved osnoted O Submit--------_copies for distribution O As requested O Returned for corrections O Retum—-------oo/reotodprinto � \�/For review and comment O O FORBIDS DUE 19 O PRINTS RETURNED AFTER LOAN TOUS REMARKS ` - | COPY TO ��o""*"m''m� RECYCLED PAPER: SIGNED: � n enclosures are not as noted,kindly notify ua^t once i RECEIVED City of Arlington Building Dept R 9 0 -)Ml PUBLIC WORKS CHECKLIST PERMIT # .� `" �l�t� DATE LEGAL c2 a -0 q3 Plat Lot Tax ID# NAME AnT ,S C� < l .l b ( 7 rL/' F'S a i U-)A b 1 ADDRESS ( Wo BUILDING USE f A P V L(rid- ^I � # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole �,Q (� ILI Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees J / Date received —�� fD 0,1_V' C l/i I ! �� ` 7 r QS Date Yellow returne Date Pink returned �l � 9 '� J � r� �- •. r I J I 1 I L � 1 - J • r I �" ", '' �I ' '"' r J 11 I I �•�V� J 1 'L LL' L ' I t: I I � I - - 11A I IIIIIJJJ - � I City of Arlingi Building Dept PUBLIC WORKS CHECKLIST PERMIT # �-I r�j DATE .� C LEGAL Plat Lot Tax ID# NAME '7. � � ADDRESS i t,U 07j G. BUILDING USE \t', At C 1 rr # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant lie P _b,i Side Sewer Permit �; �'� 5VII S iLMonitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received _ Date Yellow returne Date Pink returned qw SEEM EM My ■ ■ t ■ km ■ ■ i E FEN MEEm IMMEME r H ■ ■ ME !i === II ■ I ■ ■ ■ ■ ■ ■ ■ J MON06EM ■ i ` % ` 1 ■ 1' rr EVEN 7 ME miss ME ■ ' MEM 7mo mm ■ ■ ■ r7 1 ■ 7 7 EME T ■7 r L ■ I _ _ • I I II ` ■ IIIIIIIIIIII♦ I INEEMEME ME I r I I I I I I • ME . • 1 - loom I I I _ ■ ■ M ■ No ■ ■ ■ ■ d - 1 I 1 III � JMEN _ OLsoo . . 1 ■7 ■ ■ 0 1 i 1 . � . . � IIIIIIII• � � . . . . . . ME ■ ■ ■ ■ III 1 � �1 m � . 1 MA1 • - — - -I f ■ . . ■ ` ■ 1 f ■ - ■ r ■ ■ i • L r ;7-4 7 • i � � � 1 MI 0, Z O L JLJ W o z m m W � U .�� W O cc a LLJ U ce a J J J r = � Cn r i Cl) H.r- � I ^/ worn j N0C3) Ems- 1 v; 3 No �A I 3 N r--i : 1 a Lr) M U Ln i a Ln Ln u ui z z Z rn ?+ a�� H m NN>1 W�--, H m 0 woo' � 0i - m ?+ >Grnrn o �l z Uwo0- cn qx w r-i = ww Ln w Ln U o O Hw O = HW CN CN > n 0 Q o CxEi fi1Hw' Cl) _ O m w cn q E+ Ln = cn W rW q N.Ln w �� E- E-a H W' c4 o o ♦ �~ rSIxUE� Hriz� �] _ E4Hq [4 p.' oo wo aaH UREA laZa-1 � u1rE- v� U E4 w >CP: cou EH-4. w >< � r o WU � w Cl) 0 � WU �w C/' oova ! �• i !71 a au o ! H a .wHoH w Po uw : o w w w w a 7, y i ! Q �� -7- a (� Jra fL, �A City of Arlington Building Deb) FIRE DEPART F.NT C ECKLiST PERMIT# D I - L4 L)S DATE: 2-1 5�D NAME: If C Lt-li L�y ADDRESS: I D I�0 -4 sw k-,ELI 4 ` ) vL LEGAL: BUILDING USE: &4A-i L kf- OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.113 1 4 1 1 2 1 3 1 1 2 1 1 2 1 3 1 4 1 5 1 6 7 I M R S U 1.1 1.2 1 2 3 1 3 512 3 4 L5 1 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. I ONE-HOUR I N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: #of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\fortnWebecklist i I d'Lml_ 1 ■1J"`NNINI u !' rI I ZOO i . on i IN — 1 21" - — + - - 01 ON .I CIO Y 1 1 1 ■r I Tit _ I - I ■. _ — - 111 ■ - -17 - - - - - -�- -' - ` - -.1- - d — — J 1 T� I I _ _ _ I f � I . L I i i I n I ■ INS ■pqr1 %r $ i■T4 ion I II ' ' t _ 1t ■ - u1L -0 M w45k: u 11 A _1 rA 1 1■ t = �LIC tiLW ia. _ yCO ADT Security Services,Inc. 841 Powel/Avenue,SW Suite 101 Fire & Renton, WA 98055-2910 Security Tele:206 624 3 103 ADT LIST OF MATERIALS SUPPLIED TO: Fax:206 654 2 189 Les Schwab 16607 Smokey Point Blvd. Arlington, WA 98223-8409 FOR FIRE ALARM MONITORING REVIS"LD BY: ADT SECURITY SYSTEMS CONTACT: FOR DESIGN QUESTIONS : FOR PLAN PICKUP: Gary Bott Tom Estep 206-654-3057 206-624-3103 REGISTRATION NUMBER: ADTSES I03205 DATE: 04/13/01 QUANTITY MODEL DESCRIPTION 1 472511 Focus Cadet Package <<h 1 472402A Backup Dialer for Focus.;CaCle�t' i,,.r 2 VSR-SF Waterflow Connections 1 PS10 Air Connection 4 PIBV-2 Gate Valves 1 P241575K Horn/Strobe Red 24vdc Outside. weatherproof 6 472370 Manual Pull Station w/SIM 2 472373 SIM Smoke Detector Wheat detector 9 P2475 Horn/Strobe Red 24vdc 75 Candela 1 472372 Aux Pwr Supply 1 FCPS-24F ADA Power Supply/ Signal Circuit Expander- Regulated 6 amp 6 P241575 Horn/Strobe Red 24vdc 15/75 Candella/ADA UL 1971 10 472366 Stand Alone SIMS 1 472388 Stand Alone SIM for 472420 Horn/Strobe 1 MDL Sync Module NOTE: This is a new installation in a newly constructed Les Schwab. AWIN �1141 i ADT Security Services,Inc. L 841 PowellAvenue,SW Suite 101 Fire & Renton,WA 98055-2910 Security Tele:206 624 3 103 ADT LIST OF MATERIALS SUPPLIED TO: Fax:206 654 2 189 Les Schwab N. E 168th P1 & 35th Ave Arlington, WA 98011 FOR FIRE ALARM MONITORING BY: ADT SECURITY SYSTEMS CONTACT: Gary Bott TELEPHONE: 206-654-3057 REGISTRATION NUMBER: ADTSES I032O5 DATE: 04/13/01 QUANTITY MODEL DESCRIPTION 1 472511 Focus Cadet Package 1 472402A Backup Dialer for Focus Cadet 2 VSR-SF Waterflow Connections 1 PS10 Air Connection 4 PIBV-2 Gate Valves 1 P241575K Horn/Strobe Red 24vdc Outside. weatherproof 6 472370 Manual Pull Station w/SIM 2 472373 SIM Smoke Detector Wheat detector 9 P2475 Horn/Strobe Red 24vdc 75 Candela 1 472372 Aux Pwr Supply 1 FCPS-24F ADA Power Supply/ Signal Circuit Expander- Regulated 6 amp 6 P241575 Horn/Strobe Red 24vdc 15/75 Candella/ADA UL 1971 10 472366 Stand Alone SIMS 1 472388 Stand Alone SIM for 472420 Horn/Strobe 1 MDL Sync Module NOTE: This is a new installation in a newly constructed Les Schwab. I I I Battery Calculation Worksheet tqCO Fire ,& (all currents stated in rnA) Security 04/13/01 PROJECT: Les Schwab -Arlington, WA Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices 472511 Focus Cadet 1 125 125 125 125 472373 Aux Power Supply 1 0 0 0 0 472402A Backup Dialer for Focus Cadet 1 65 95 65 95 472366 Stand Alone SIMS 10 1 1 10 10 472388 Stand Alone SIM for 472420 Horn/Strobe 1 3 3 3 3 MISC.SECURITY LOAD 2 32 65 72 106 Total System Current 275 339 Smoke Detectors/Auxiliary Devices 472370 Manual Pull Station w/SIM 6 1 1 6 6 472373 SIM Smoke Detector w/Heat Detector 2 1 3 2 6 MISC.SECURITY LOAD 19 1 1.8 19 39 Device Totals 43 27 51 Notification Appliances (list all) N/A N/A 0 N/A N/A 0 N/A N/A 0 0 N/A N/A 0 Notification Appliance Totals 0 N/A 0 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 302 Total System Alarm mA 390 Total System Standby A/H 7.25 Total System Alarm A/H 0.03 Min.A/H Battery 7.28 ADD 30% FOR BATTERY DEPLETION 2.18 Required A/H Battery 9.46 A/H BATTERY PROVIDED FOR SYSTEM 14 I I .� I I Battery Calculation Worksheet tycQ Fire & M- 0 (all currents stated in mA) Security + 04/13/01 PROJECT: Les Schwab-Arlington, WA [Device Quantity of Standby mA Alarm mA Total Device Total Device escription Devices Per Device Per Device Standby mA Alarm mA System Devices FCPS-24F ADA Power Supply 1 48 48 48 48 MDL Sync Module 1 11 35 11 35 0 0 0 0 0 0 Total System Current 59 83 Smoke Detectors/Auxiliary Devices 0 0 0 0 0 0 Device Totals 2 0 0 Notification Appliances(list all) P241575K Outside Horn/Strobe 1 N/A 91 N/A 91 P2475 Horn/Strobe Red 24vdc 75cd 9 N/A 148 N/A 1332 P241575 Horn/Strobe Red 24vdc 15/75cd 6 N/A 91 N/A 546 N/A N/A 1 0 Notification Appliance Totals 16 N/A 1969 71 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 59 Total System Alarm mA 2052 Total System Standby A/H 1.42 Total System Alarm A/H 0.17 Min.A/H Battery 1.59 ADD 30% FOR BATTERY DEPLETION 0.48 Required A/H Battery 2.06 A/H BATTERY PROVIDED FOR SYSTEM 7 I I I FOCUS@ CA `ET • D UL Listed 'Commercial Fire/Burglar and Access Control Security System GENERAL The ADT FOCUS CADET is an economical, user-friendly, programmable, electronic security system that links a o facilities detectors with a single microprocessor-based control unit. The FOCUS CADET allows you to control S789 hundreds of critical fire and security functions from one (FocuscaDEr) menu-driven interface as simple to use as the automated Operating Panel teller machine(ATM) at your local bank. Z J FEATURES : �� 1 MC :Ce • Control of up to 64 input/output protection points in as <' many as four independent groups from one central << '�F• > G. J4 r.�... a e location. � �o� a� � „� „„ • 1 built-in supervised bell outputs for compliance With +► o >< local FA requirements as well as for use with BA applications. • Up to 32 2-wire smoke detectors. • Built in 4-wire smoke detector power reset. _ • Up to 4 BA partitions. Capability of employing up to 8 6perating panels, • 8 built-in points including two 2-wire smoke detector With a single operating panel controlling all BA loops. groups. • An RS485 bus employed for communicating and Ability to program automatic activation/deactivation powering the gateways, operation panels, printer of security groups. interface units, and sensors via gateways. • A real-time clock for keeping track of time,day of • The RS485 bus can handle a 4000ft wire run (which week and date. can be extended to 8000ft max. With a repeater). • Control and recording of employee access to • Built—in SIM gateway that serves as interfaces for workplace areas along with time and date. sensors, output devices and wired expansion modules. • History file with 512-event capacity. • A built-in communicator and support for an optional • Supports a hard-copy printer to be connected via backup dialer for monitoring purposes to a Customer printer interface units. Monitoring Center. . 2 built-in output triggers. • Ability to download the programming from a remote • Provisions for customer to remotely test motion location using the ADEMCO Compass Downloader. detection sensors vault sensors, BA groups and • Programmable scheduling of events to automatically connected bells, eliminating the need for walk occur at a specific time of day. tests. • Manual activation and deactivation of any function. • Built-in low battery cut-off. • Ability to bypass points for maintenance or service. • Capable of wireless expansion for quick keys, • Up to 99 individual operating panel users, each having panic buttons and money clips. unique security privileges. • Self-test of control unit upon power up. • Up to 255 individual card/key reader users, each . Built-in auxiliary relay interface, which can be set having unique levels of access. for 4-wire smoke detector reset operation. • Up to 4 door access control readers. • Continuous supervision and identification of faults Agency Listings associated with low battery voltage, AC power and The FOCUS CADET system complies With UL609, internal or external communication. UL611, UL864, UL985, UL1023, UL1610, UL1635, NFPA71 and NFPA72. This document is not intended to be used for installation purposes.We try io keep our product information up to date and accurate.We cannot cover all specific application or anticipate all requirements.All specifications are subject to change without notice.For more information,contact: "Demand the Best, ADT Security Services Inc. P.O.Box sons,Boca Raton,Fl.33491 Prevent the Worst"sm Toll Free:1-9T7-962-5206 no ■SMurry I•�, �1 -SPECIFICATIONS • input power: I20VAC, 50/60i-1- '472402A: Backup Dialer • Output power: 18V, 60Hz, 50VA(1.5A)or 72VA (1.5A) •• 477967: Battery, 12-Volt 7.OAH Sealed Lead-Acid • Standby Battery: 12VDC Sealed Lead-acid battery • Float Charging Voltage to battery: 13.65VDC SIM TRUNK DEVICES • Battery charger range: 7 AH - 24 AH with 50VA transformer / 7 AH- 34.4 AH with 72VA transformer 472366: Sensor Interface Module (SIM)/Used for Low battery Signal: 12VDC interfacing sensors not already equipped with a SIM. Low battery Cutoff: 9.8VDC 472370: SIM FA Pull Station/Manual Fire-Alarm Pull • Aux. Power#2: 12VDC, 1.OAmp max. (PTC protected) Box. • Notification Circuits (BELL 1): 12VDC, 1.7 AMP Max. 472374: SIM Holdup Alarm Switch/A finger-operated (Style Y)(PTC Protected) holdup device. • AUX Relay output: Dry contact rating: 28V, 2 AMP 472488: Supervised Horn/Strobe SIM for interfacing max. resistive load Wet:12VDC, 1.7AMP max. various types of horn/strobes that are not already �nnrlKy I ,,. ♦{., t1A / { 1215 �r C1rnF�pr or ^-_ _ -- - - - equlDY2v V:i.h 9 S,11". (use with P Horn . w Alarm 44OmA any other ADT approved indicating device). • Temperature Range: 32F (OC)to 120F(49C) 633SIM: SIM Long Range PIR (80'x80'200ft long range) COMMUNICATION FORMAT 450SIM: SIM PIR (35'x35'w/50ft curtain range) • Contact ID 669SIM:SIM PIR (60ft DIA. 18 curtain ceiling mount) 472452: Embedded SIM Door Contact. CABINET SPECIFICATIONS 472418: Steel Door adapter for embedded contact. • 429CTAD: SIM Smoke Detector/An ESL Model • 18" H x 14-1/2"W x 4.3" D Smoke Detector. • 472367: SIM Door Contact/surface-mount white SYSTEM CAPACITY magnetic door contact. • Total programmable input/output points: 64 • 472392: Door Contact Spacer/surface-mount white • Operating Panels: 8 magnetic door contact spacer. • Notification Bell Circuits: 1 I e 472417: SIM Door Contact/surface-mount brown • Number of users:255 magnetic door contact. • First 99 may be ID codes and/or card keys 0 472423: Door Contact Spacer/surface-mount brown • Remaining are card/key users only magnetic door contact spacer, • Partitions: 4 • 472371 S: SIM Overhead Door Contact/surface-mount • History Log: 512 events waterproof overhead magnetic door contact. • 248302: Fuse Holder Kit/For preventing"pulling down" COMPATIBLE DEVICES, RS-485 BUS of power from a SIM gateway due to a short circuit. • 471210:Operating Panel (Interactive Keypad) • DV1201: FOCUS-VVS Vauft and Safe Vibration Sensor 472490: RF Gateway /Used in reverberant or non-reverberant vaults. • 471715: Printer Interface Unit • 472372: Power Supply Module: The module comes 472270: Access Control Interface Unit with terminals for connecting an input transformer, for • 472430: RS-485 Repeater connecting a battery, for 12VDC power connections, and for connecting a SIM or PID to supervise the PRODUCT LINE INFORMATION application of AC power. • 472511: Main Control Unit. Consists of: SIM TRUNK MODULES • A steel cabinet with key locked front cover • 4208U: Universal 8-Point Expansion Module- Provides Plug in transformer(18VAC/50VA) 8 EOLR supervised points. • 472514: Main Control Unit. Consists of: • 4208SNF: Universal Class A Module-Provides 6 A UL steel cabinet with key locked front cover Class B supervised points and 2 Class A supervised • Plug in transformer(18VAC/50VA) points. • 472450: Assault Sensor/Required if the control unit is . 4209U: Universal Group Zoning Multiplex Module- mounted outside of a protected area. Provides 4 additional Two-Wire Smoke Detector Loops • 472404: 18VAC172VA wired in transformer/May be (Up to 16 Two-Wire smoke detectors for each loop). required for some commercial installations. • 4297: Polling Loop Extender Module-Used to extend • 248222: Wire Lead Kit for Batteries. the polling loop an additional 4000ft(total). Can also be used to extend the SIM Loop. This document is not intenceo to be used for installation purposes.We try to keep our product information up to date and accurate We cannot cover all specific appltcabon or anticipate all requirements.All specifications are subject to change without notice For more information,contact: "Demand the Best, Prevent the Worst"sm ADT Security Services Inc. P.O.sox sons,Boca Raton,FL 33431 tyca/F�•s Tau Free:1.677-962.5206 FOPS-24F E) D-100 24 Volt, 6 Amp Remote Power Supply E:]E, � Section: Power Supplies/Accessories June 16, 1998 GENERAL California The Fire-Lite FCPS-24F(E) is a compact, cost-effective, 6- UL ULC State Fire , Marshal amp remote power supply with battery charger. The FCPS- 7315-0075:176 24F(E) may be connected to any 12- or 24-volt Fire Alarm (FCPS-24F) Control Panel (FACP)or may stand alone. Primary applica- S2424 CS868 !;C.12 i..^a.d ni .:� •: �__r. ito!!, �,.:..: rninr• S1287 (FCPS-24F) I► A!— A rr.. .. �. ..� �......� (FCPS-24F 1VI CH pansion (to support ADA requirements)or auxiliary power to support 24-volt system accessories. The FCPS provides FCPS-24FE) 387-94-E regulated and filtered 24 VDC power to four Notification Ap- (FCPS-24F) pliance Circuits(two Class A[Style Z]and two Class B[Style . .1 Y)or four Class B only). Alternately, the four outputs may be * � - ~w-- �� ' configured as any combination of resettable/non-resettable ter* . ' '" ?� 'a'" "" _ ' power outputs (optimal for powering four-wire smoke detec- tors). The FCPS-24F(E)also contains a battery charger ca- pable of charging up to 7.0 Amp Hour batteries. FEATURES • Requires input trigger voltage of 9.0-32 VDC. • Contains two,fully-isolated input/control circuits (triggered from FACP Notification Appliance Circuit [NAC expander mode] or jumpered permanently on [stand-alone mode]). - Two Class A (Style Z) or Class B (Style Y) Notification Appliance Circuits (circuits 1 & 3). . • Two additional NACs that maybe individually configured for Class B (Style Y) operation only(circuits 2&4). • 6 Amp full load output(3 amps max./ckt.)in NAC expander mode 'UL 864). • 4 Amp continuous output in stand-alone mode (UL 1481). S'a • In stand-alone mode, output power circuits may be config- ured as resettable (reset line from FACP required)or non- resettable. • Fully regulated and filtered power output(optimal for pow- ering four-wire smoke detectors, annunciators and other system peripherals requiting regulated/filtered power). ' Self-contained in compact,lockable cabinet(15"[381 mm] • high x 14.5"[368 mm]wide x 2.75"[70 mm] deep).Fuseless, power-limited technology meets new UL power- • Includes integral battery charger capable of charging up to limiting requirements, effective May 1, 1995. • Normally closed trouble contact. 7.0 AH batteries. • Fully supervised power supply, battery and Notification Fixed, clamp-type terminal blocks accommodate up to 12 AWG Appliance Circuits. (3.25 mm )wire. • Selectable earth fault detection. STANDARDS and CODES • AC trouble report selectable for immediate, 8-or 16-hour The FCPS-24F complies with the following standards: delay. • NFPA 72-1996 National Fire Alarm Code. • Optional ammeter/voltmeter. - UL 864 Standard for Control Units for Fire Alarm Systems • Works with virtually any UL 864 fire alarm control which (NAC expander mode). utilizes an industry-standard reverse-polarity notification - UL 1481 Power Supplies for Fire Alarm Systems circuit. (stand-alone mode). This document is not intended to be used for installation purposes. We try to keep our product information up-lo-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice.For more information,contact: 1750 Clint Moore Road,Boca Raton,FL 33431 Security Services Inc. phone: (561)988-3600 FAX: (561)241-1923 Made In the U.S ..A DA-45858 — Page 1 of 3 SPECIFICATIONS Auxiliary Power Output Primary(AC) Power • Specific Application ver-45 mA Short Circuit. • FCPS-24F: 120 VAC 50/60 Hz, 2.0 A max. Output Circuits • FCPS-24FE: 220/240 VAC 50160 Hz, 1.0 A max. • +24 VDC (19.1 -26.4)filtered, regulated. • Wire size: minimum #14 AWG (2.0 mm')with 600V • 3.0 amps maximum for any one circuit. insulation. • 4.0 amps maximum total continuous current for all outputs Control Input Circuit (Stand-alone mode). • Trigger Input Voltage: 9.0 to 32 VDC. • 6.0 amps maximum total short-term current for all outputs • Trigger Current: 2.0 mA(16-32 V). (NAC Expander mode). (per input) 1.0 mA(9- 16 V). Secondary Power(Battery)Charging Circuit Trouble Contact Rating • Supports lead acid batteries only. • 5 amps at 24 VDC. - Float Charge Voltage: 27.6V. • Maximum Charge Current: 250 mA. • Maximum Battery Capacity: 7.0 AH. TERMINAL, DESIGNATIONS TO TRANSFORMER#2 Notes: TO TRANSFORMER#1 > } N N }} } N N m m m d m m d d m m m m 1) Cut JP1 to use a UL listed external battery charger, or MPM-4F ammeter/ + + , + , + , + I + I voltmeter. .- N N m M 2 " Q ° 'A _ _ _ _ _ _ _ _ _ = 2) Cut R134 to delay AC loss report- � s ' �' 3 n' g g'3' in for 8 hours 24-hour standby), or w a a 0' 000000 00000 9 ( y)� ®TB1 T134 cut R134 and R76 to delay AC loss , 2 3 s s 7 a 9 to „ 12 reporting 16 hours (60-hour standby). P1 3) Cut R175 to make output#2 non- -RI- resettable in stand-alone mode. FCPS-24F(E) 4) Cut R176 to make output#4 non- Alf- -m- resettable in stand-alone mode. s� e■)� .0 R175 �e 0 r.0 P2 � R76 D31 JP2Cl �. 2 IN±(Control Input#1 from FACP) o3 OUT+I Trouble Contact R176 ti Trouble Contact S IN+(Control Input#2 from FACP) J P 1 8 Auxiliary Output(+24 VDC,45 mA max.) R134 P3 Battery fuse 10A 3AG slow blow �- 9 Common R27 + TB3 TB 2 0000000 pp O DAa a d Za � LL222ee NF-r -H F- m m n e W as s — LL�0000 ocean <mm 0 5 ,0 15 20?S 30 ORDERING INFORMATION MPM-4F o .z .i s e �° FCPS-24F Remote charger power supply(120 VAC). Includes main printed circuit board,transformers, red enclosure, and installation instructions (use FCPS-24 for gray enclosure). A77-716B 12/24 VDC end-of-line relay for monitoring power. FCPS-24FE Remote charger power supply(220/240 VAC). four-wire smoke detector p -- Includes main printed circuit board,transformers, PS-1270 Battery, 12 volt, 7.0 AH (two required). red enclosure, and installation instructions (use MPM-4F Optional ammeter/voltmeter. Mounts in FCPS-24E for gray enclosure). FCPS backbox. Page 2 of 3 — DA-45858 APPLICATION EXA,-_?LES Example 1.0: Expand notification appliance power an additional 6.0 amps. Use up to 4 Class B(Style Y) outputs or 2 Class A(Style Z)and 2 Class B (Style Y)outputs. ][[N;AC #1 (Silenceable) Input 1 1 Silenceable Horns #2(Non-Silenceable) Input 2 W Non-Silenceable -- R Slrobes HOST FACP FCPS-24F(E) In this example, the FACP notification appliance circuits will activate the FCPS-24F(E) when reverse polarity activation otters. Trouble conditions on the FCPS-24F(El are sensed by the FACP through Notification Aooli- ance Circuit#1. Example 2.0: Use the FCPS-24F(E)to expand auxiliary regulated 24 volt system power up to 4 amps. Both non-resettable and resettable power options are available. SLC Loop fo,000 Feet maximum MonitorModule Class B IDC End•of- M300/M301 Llne Role y ELR All Outputs Regulated +24 VDC- wc _Output 1-POWER 24V Resettable Power Input 1 Trouble _ _ Contacts Output 2- POWER ON-RESETTABLE _.. ._..__.._.._._ Output 3.RESETTABLE Input 2 POWER I Shown triggered .R�js�� Output 4- NON-RESETTABLE from Input 1 POWER HOST FACP FCPS-24F(E) Addressable Resettable outputs are created by connecting the resettable output from the FACP to one or both of the FCPS- 24F(E) inputs. Non-resettable outputs are created simply by cutting on board resistors. For addressable panel applications, use a monitor module to sense the trouble status of the FCPS-24F(E)via the trouble relay contacts. Example 3.0: Use addressable control modules to activate the FCPS-24F(E)versus the FACP Notification Appliance Circuits. This typically allows for mounting the FCPS-24F(E)at greater distances" away from the FACP while expanding system architecture in various applications. M300/M301 SLC Loop lao0o fmax. Monitor Class B IDC Module Up to 4 NACs ELR or2NACsand C304 2 Regulated Power Outputs Control NIC Output 1 Module .--• Input 1 TroubleContacts_ Output 2 End-of- Una Remy Input 2 Aujdlluy Output 3 Shown triggered output Output 4 HOST FACP IromInput 1 + FCPS-24F(E) Addressable In this example,an addressable control module is used to activate the FCPS-24F(E)and an addressable monitor module is used to sense FCPS-24F(E) trouble conditions. Local auxiliary power output from the FCPS-24F(E) provides power to the addressable control module. 'The ADT Unimode 200, 198-point Addressable FACP has the capability of locating control and monitor modules up to 10,000 feet away. DA-45858 — Page 3 of 3 i G-250 SpectrAlertTM Series Horns, Strobes, and Horn/Strobes rTi Section: Audio/Visual Devices April 9, 1998 GENERAL System Sensor SpectrAlert Series strobes,horns,and combina- U -4 S4011 &S5512(P1215,P121575,P2415,P241575, tion horn/strobes are UL listed for primary signaling in life safety P2475,P24110). S5512(S1215,S121575,S2415, systems and meet ADA public mode visible signaling requirements. S241575,S2475,S24110). S4011(HC12/24). SpectrAlert products can be connected to the alarm indicating cir- CS549(P2415A,P241575A,P2475A,P24110A, cuit of a fire alarm control panel and are compatible with DC line ONC S2415A,S241575A,S2475A,S24110A). supervision. The,SpectrAlert product line mounts to standard CS548(H1Z/24A.HCI2124A)-=c�bcxes_,etnn a i inivorcal mnnntinn olate included with each unit. An optional small footprint mounting plate fits to a single-gang box. An accessory backbox skirt gives a cosmetic finish to a 4"x 4"x 068A4.AY(P1215,P121575, ► F M 1-1/2" or a 2" x 4" x 1-7/8" surface-mounted backbox. All strobe P2415,P241575,P2475,P24110, and horn/strobe mounting options require only one screw attach- S1215,S121575,S2415,S241575, S2475,S24110,H1ti?4). OD4A7.AY(HC12124). ment of product to plate. These products are designed for 12 and 24 VDC and full-wave rec- ;f � 7135-1209:173(P1215,P121575,P2415,P241575, tified unfiltered power. Full-wave rectified operation requires more '`'`yi P2475,P24110). 7125-1209.174(S1215,S121575, current than DC operation. For detailed current draw information, S2415,S241575,S2475,S24110). consult the Current Draw Tables(page 2). The horn/strobe combi- California 7135-1209.143(1-112/24,HC12124). nation products are factory-assembled with jumper wires for in-tan- State Fire deco operation. For independent wiring of horn and strobe,remove Marshal A c A -4-319-96-E(P1215,P121575, jumper wires. When wired for independent operation, the strobe M EA P2415,P241575,P2475, will continue to run while the horn can be silenced. However, the P24110,S1215,S121575, strobe must be running for horn to operate. _ _ S2415,S241575,S2475, Horns-The SpectrAlert Series horns and horn/strobes provide S24110,H12/24.HC12/24). two different field-selectable/reversible tones, a high-low field-se- lectable/reversible sound output setting (low setting on 24-volt models only)and a field-selectable/reversible temp 3 pattern or non- temporal continuous pattern.These field-selectable features are ac- complished using pins and jumpers located on the back of each SpectrAlert horn and hom/strobe. An accessory module is not needed to make these field selections. The ham on hom/strobe models will operate on a coded power supply. Those horn-only = models with "HC"In their part numbers will also operate on a coded power supply. The ham and hom/strobe series includes weatherproof models. Strobes-The ADA-compliant SpectrAlert strobes are electronic visible warning signals that flash at 1 Hz over their operating volt- r> tr�r age range. These products are available in 24-volt models at 15, 15175,75 and 110 candela intensities and in 12-volt models at 15 and 15175 candela intensities. The strobe series includes weather- proof models. SpectrAlert products feature dramatic reductions in current requirements. SynceCircuit Module (MDL)-The Sync-Circuit Module is available for synchronization of strobes and horns and can syn- chronize two Style Y(class B)circuits or one Style Z(class A)cir- cuit. The module can also generate a synchronized temp 3 tone for System Sensor's Multi-Alertn'and PA400 ham products' The synchronization module allows the SpectrAlert horns on combina- tion horn/strobes to be silenced on two-wire systems. SpectrAlert's Sync-Circuit Module can be daisy-chained for multiple zone syn- chronization. The Module does not operate on a coded power sup- ply. 'For Multi-Alert and PA400. Strobes must be wired to a continuous SpectrAlert"',Sync•Circult"',and Multi-Alertru are trademarks source of power(non-coded power supply). of System Sensor,a division of Pittway Corporation. f This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice.For more information,contact $eCUrl Services Inc. 1750 Clint Moore Road,Boca Raton,FL 33431 • / Security Phone: (561)988-3600 FAX: (561)241-1923 Made In the U.S.A. we DA-46540 - Page 1 of 6 .,�., 1AL11TC , _ avg.mA'@ avg.mA'@ '.—U. �r rc�u •na Cauucm O nom.VDC nom.FM ra P1215 P1215W 12 15 124 167 F Horn/Strobes P121575 P121575W 12 15/75 152 181 P2415 P2415W 24 15 78 98 - P241575 P241575W 24 15175 91 ill P2475 P2475W 24 75 148 167 P24110 P2411OW 24 110 165 209 O 0 P241575K(weatherproof) — 24 15/75 91 ill W6 P2475K(weatherproof) 24 75 148 167 P24110K(weatherproof) — 24 110 165 209 W P2415A P2415WA 24-1 15 78 98 P241575A P241575WA 24 15/75 91 111 Canadian Models, P24110A P24110WA 24 110 165 207 Horn/Strobes P241575KA(weatherproof) — 24 15/75 91 ill V P2475KA(weatherproof) — 24 75 148 167 P24110KA(weatherproof) — 24 110 165 209 Spanish Labeling,HIS P241575F(FUEGO) 24 15/75 91 ill O S1215 S1215W 12 15 114 157 W Strobes S121575 S121575W 12 15175 142 171 dr S2415 S2415W 24 15 53 80 S241575 S241575W 24 15175 66 93 S2475 S2475W 24 75 1 123 149 S24110 S2411OW 24 110 140 1 191 S241575K(weatherproof) — 24 15/75 66 93 S2475K(weatherproof) — 24 75 123 159 S24110K(weatherproof) — 24 110 140 191 S2415A S2415WA 24 15 53 80 S241575A S241575WA 24 15/75 66 1 93 S2475A S2475WA 24 75 123 149 Canadian Models,Strobes S24110A S24110WA 24 110 140 191 S241575KA(weatherproof) — 24 15/75 66 93 S2475KA(weatherproof) — 24 75 123 149 S24110KA(weatherproof) — 24 110 140 191 Spanish Labeling,Strobes S241575F(FUEGO) 24 15/75 66 93 H12/24 H12/24W 12124 NA 12/23 12/21 Horns H12/24K(weatherproof) — 12124 NA 12/23 12121 HC12124(coded power) HC12124W(coded power) 12124 NA 12/23 12/21 HC12124K(weatherproof,for coded power) 12124 NA 12/23 12121 — H12124A H12124WA 12124 NA 12/23 12/21 Accessories w H12124KA(weatherproof) — 12124 NA 12/23 12/21 HC12124A(coded power) HC12124WA(coded power) 12124 NA 12123 12/21 Sync"Circult Module MDL MDLW 12124 NA 16 24 MDLA MDLWA 12/24 NA 16 24 Small Footprint Mounting S-MP S-MPW NA NA NA NA Plate for Single-Gang ONLY Surface-Mount Backbox Skirt BBS BBSW NA NA NA NA Universal Mounting Plate D•MP D-MPW NA NA NA NA (replacement) Weatherproof Backbox WBB — NA I NA NA NA NOTES: 1) Canadian model numbers end in "A". 2) Latin American model numbers end in "F". 3) All weatherproof models must use weatherproof backbox model WBB. 4) All SpectrAlert products are designed for wall-mount only. 5) Installation of less than 75 candela strobes may be permissible under the equivalent facilitation clause of the ADAAG (Sec. 2.2). However, it is the responsibility of the person or entity designing the fire alarm system to determine the acceptability of less than 75 candela strobes. 6) All 15/75 candela strobes or hom/strobes are recommended for 20'x 20'rooms or less. 'For a complete listing of SpectrAlert current requirements,please refer to the Current Draw tables on page 2 of this document, or the Instruction Manual. Horn and hom/strobe current draws assume the hom is set at Temp 3, electromechanical tone, and high audibility. Page 6 of 6 — DA-46540 G-260 MDL & MkJLW e Sync Modules for use with the SpectrAlertTm Series Section: AudioNisual Devices April 9, 1998 GENERAL System Sensor's MDL Sync Module is designed to work with MEA F M the SpectrAlert series of horns, strobes, and horn/strobes to v provide a means of: synchronizing the temporal-coded horns, 254-97-M synchronizing the one-second flash timing of the strobe, and S5512 CS548/CS549 OD4A7.AY silencing the horns of the horn/strobe combination over a two- ia Californ wire circuit while leavinq the strobes active. % \ State Fire— ia n"�•'MODULE CONFIGURATION "f`°% Marshal Each MDL module has the capability of connecting two Style Y 7300-1209:179 (Class B) circuits or one Style Z (Class A)circuit. The NAC output(s) from the panel are connected to the zone inputs of the MDL module and the zone output(s)from the MDL module are connected to the notification loop(s). Supervision is accomplished in the module by a direct connection between the zone input and the zone output of each of the two zoner circuits connected to the normal end-of-line device. The FACP "sees" the EOL device through the MDL module. When either or both outputs (zones 1 &2)from the module are wired to the SpectrAlert products, the horns and strobes in both zones will be synchronized. The MDL module can be configured so that more than two zones can be synchronized by the interconnection of the slave input and output (see Application Examples). SPECIAL CONSIDERATIONS A latching Form-C contact is provided in case the synchroniz- ing signal to the notification devices is interrupted. The output can be wired so that a trouble signal will be annunciated at the panel. If the synchronization pulse fails in the MDL module,the strobes will shut off. NOTE. The MDL Module is factory-set with the trouble contacts in the open state. These contacts may close during shipping. Approximately two seconds after power-up, these contacts will open. SPECIFICATIONS The MDL Module Voltage range: DC or full-wave-rectified; 11 to 30 volts. NOTE. Supply voltage range at 12 volts— 11 to 17 VDC; at 24 volts—21 to 30 VDC. Maximum load on loop: 3 amps. Average Peak In-Rush Current: chart at right. Voltage DC FWR DC FWR DC FWR Operating temperature: 0°C to 49°C (32°F to 120-F). 12 V 10 mA 12 mA 30 mA 31 mA 87 mA 122 mA 24 V 11 mA 15 mA 35 mA 37 ITA 198 mA 262 mA SpectrAlert*" and Mini-AlertT" are trademarks of System Sensor,a division of Pittway Corporation. L ocument is not intended to be used for installation purposes. We try to keep our product ation up-to-date and accurate. We cannot cover all specific applications or anticipate all ments, All specifications are subject to change without notice.For more information,contact: 1750 Clint Moore Road,Boca Raton,FL 33431 Security Services Inc. Phone: (561)988-3600 FAX: (561)241-1923 Made In the U.S.A. DA-46545 — Page 1 of 4 APPLICATION EXAMPLES MODULE_I Temporal Codinq on Multi-AlertTm and PA400 ' FAGP "HORN zoNL CONTROL OUT (Non-SpectrAlert Horns) O Mulb-Alert TO NEXT Style Y or PA400 DEVICE • Program module to provide temporal coding (Class B) —Ol Ham ONLY OR EOL J)ZONE 1 ZONE 2 i., by inserting jumper plug per instructions. NAC 1 �-' IN OUT • Connect only sounders producing a continu- > ous tone to the module zone output(s). Style Y l Two STYLE Y(Class B)CIRCUITS OCAUT/ONI (NAC 2Class ) T ZONE 2 TROUBLE{O JJ O Multi-Alert TO NEXT Strobes cannot be used on a module pro- or PA400 DEVICE viding temporal coding to horns/ Strobes SLAVE SLAVE O} I lom ONLY OR EOL �•, must be wired for independent operation. `'' IN OUTfi-2) NOTE. Temporal jumper should be inserted across • • Horns will be temporal-coded both pins only cn non Spcctr/le t products that a,.o - and in cyvc. - - - -to be powered for temporal sound output. Synchronize SpectrAlert Horns and Strobes ZONE 1 INPUT This input powers the MDL Module. This input must have voltage present from the FACP before anything will work. This also supplies voltage to Zone 1 output. ZONE 2 INPUT This input only supplies voltage to Zone 2 output NOTE. If Zone 1 input is not pothered,the notification devices attached to the Zone 2 output Hill not be alloHed. HORN CONTROL This input enables the homs on the SpectrAlert notification appliances. Voltage present means homs are enabled. No voltage present means homs are disabled. SLAVE IN Connects to Master MDL Module slave out SLAVE OUT Connects to Slave MDL slave in. MODULE 1 ,., HORN ZONE 1{2— (+KDEVICE > Synchronize SpectrAlert FACP `'}CONTROL OU �' Horns and Strobes Style Y TO • Each module can power two • (Class B) ZONE 1 ZONE 2 FF EOL three-amp circuits wired in NAC 1 t_, �; Class B, or one three-amp O}IN OUT (_ circuit powered as Class A. Style Y Two Style Y(Class B)Circuits . Each module will synchronize (Class B) NAC 2 �_� ZONE 2 TROUBLE O (+) two zones. IN O TO NEXT • Additional modules can be DEVICE added and may be synchro- nized to all other modules b �., SLAVE SLAVE ,.; Y O O OR EOL o IN OUT t- (_) > interconnecting the "slave" • ❑• ALL SpectrAlert homs, input and output terminals hom/strobes,and strobe-only between modules. devices will operate in sync. TEMP.JUMPER OFF Configured as ONE �.,1 HORN ZONE 1 f�., (+) Style Z(Class A): CONTROL OUT '0— TO NEXT DEVICE NAC 3 OUT( ZONE 1 ZONE 2{0— OR EOL OUT(-) IN OUT � (_) One Style Z(Class A)Circult NAC 4 RETURN(+) (_ ZONE 2 (+) TROUBLE{1093 RETURN(-) IN TO NEXT DEVICE i.ISLAVE SLAVE � OR EOL IN OUT 0- g • 0 MODULE 2 NOTE. Class configuration TEMP.JUMPER OFF requires a special panel. Consult with panel manufacturer. Page 2 of 4 — DA46545 Controlling Sounde"n/Off Over Two Wires Using IV"-"'lule Horn Control • Connect the current source to the horn control input. If a zone output is used for the source,you must use an EOL on the horn control input terminal. • When multiple modules are used, the horn control circuits can be wired in parallel. If wired in parallel and a zone output is used from panel, use an EOL on the last module for supervision. ZONE 1 INPUT This input powers the MDL Module. This input must have voltage present from the FACP before anything will work. This also supplies voltage to Zone 1 output. ZONE 2 INPUT This input only supplies voltage to Zone 2 outpuL NOTE: If Zone 7 input is not potaered,the notification devices attached to the Zone 2 output W11 not be allo►%ed. HORN CONTROL This input enables the horns on the SpectrAlert notification appliances. Voltage present means horns are enabled. No voltage present means horns are disabled. SLAVE IN Connects to Master MDL Module slave out. SLAVE OUT Connects to Slave MDL slave in. Horns Silenced Over Two-Wire Circuit 1) Any mix of SpectrAlert horns/strobes or strobe-only devices is acceptable. 2) Horn Control connects to interruptible power source. VF MODULE 1 FACP 1 c.t HORN ZONE 1 f c� `t CONTROL OUTI c_t TO NEXT ` SpectrAlert Style Y NAC 1(+} c•j ZONE 1 ZONE 2 rc DEVI CE (Class8) (_} �'t IN OUT OR EOL > Two Style Y(Class B)Circuits Style Y NAC 2 O c•c ZONE 2 TROUBLE(o�rO > (Class B} IN SpectrAlert ` Types of Devices: HORN ONLY SLAVE SLAVE{,,,.fHORNISTROBE IN OUT 'c STROBE ONLY MODULE 2 TEMP.JUMPER OFF FACP 2 0t HORN ZONE 1 f�.� > `-t CONTROL OUT 1 c t TO NEXT SpectrAlert NOTES: (+) ZONE 1 ZONE2 DEVICE 1) Any mix of SpectrAlert horn/ Style Y NAC 1 OR EOL strobe, strobe-only, or horn-only (Class B) `"t IN OUT{ (—) O ) devices is allowable for Zone 1. Two Style Y(Class B)Circuits 2) No devices or horn-only are al- Style Y NAC 2( ) —O ZONE 2 O > lowed on Zone 2. If no devices (_) 1"t IN TROUBLE are installed on Zone Z terminate (Class B) Oj TO NEXT EOL resistor at horn control ter- SpectrAlert urinal. Oj SLAVE SLAVEc.c DEVICE OREOL IN OUT 1-7-7 TEMP.JUMPER OFF ALL SpectrAlert horns, hom/strobes, and strobes will operate In sync. DA-46545 — Page 3 of 4 PRODUCT LINE INFORMATION MDL Sync modul .use with SpectrAlert Series, red. oMDLW- Same as above, white. Three-Year Limited Warranty System Sensor warrants these horns/strobes to be free from 171-9 defects in materials and workmanship under normal use and service for a period of three years from date of manufacture. For complete warranty information, contact System Sensor. A ounnl►Ir�r�c D�11�tteM 1) Complete field wiring. 2) Mount unit to 4-11/16" x 4-11/16" x 2-1/2" (119.0625 x 119.0625 x 53.975 mm) backbox with screws ("A"). OWARN/NGI LIMITATIONS OF HORNS/STROBES The horn and/or strobe will not work without power. The horn/strobe gets its power from the fire/security panel monitor- ing the alarm system. If power is cut off for any reason, the hom/strobe will not provide the desired audio or visual warn- ing. The horn may not be heard. The loudness of the horn meets (or exceeds) current Underwriters' Laboratories standards. However, the horn may not alert a sound sleeper or one who has recently used drugs or has been drinking alcohollc bever- ages. The horn may not be heard if it is placed on a different floor from the person in hazard or if placed too far away to be heard over the ambient noise such as traffic, air conditioners, machinery or music appliances that may prevent alert persons from hearing the alarm. The horn may not be heard by persons who are hearing impaired. The signal strobe may not be seen. The electronic visual warning signal uses an extremely reliable xenon flash tube. It flashes at 1 Hz over its entire operating voltage range, and ex- ceeds current Underwriters'Laboratories standards for private- mode viewing. The visual warning signal is suitable for direct viewing and must be installed within an area where it can be seen by building occupants. The strobe must not be installed in direct sunlight or areas of high light intensity (over 60 foot- candles) where the visual flash might be disregarded or not seen. The strobes are ADA compliant, flashing at 1 Hz (one flash per second)over their entire operating voltage range. The signal strobe may cause seizures. Individuals who have positive photic response to visual stimuli with seizures,such as persons with epilepsy,should avoid prolonged exposure to en- vironments in which strobe signals are activated. The signal strobe cannot operate from coded power sup- piles. Coded power supplies produce interrupted power. The strobe must have an uninterrupted source of DC power in order to operate correctly. System Sensor recommends that the horn and signal strobe always be used in combination so that the risks from any of the above limitations are minimized. Page 4 of 4 — DA-46545 UP POTTER Pressure Switches Potter Electric Signal Company 2081 Craig Rd, St. Louis, MO 63146 / (800)325-3936 / (314)878.4321 Potter pressure switch for monitoring dry pipe or wet alarm check valves. PSI Series The Potter PS10 series pressure actuated switches are primarily designed for the detection of a waterflow condi- tion in automatic fire sprinkler systems of particular designs such as wet systems with alarm check valves or dry pipe systems. These units are factory adjusted to operate on a pressure increase between 4 and 8 PSI. They may be adjusted to ELECTRIC pa�TECTIpN operate on pressure between 0 and 20 PSI. These units have all metal weatherproof enclosures with PS 10 a 1/2" NPT polysulfone pressure connection. The covers are held in place with tamper resistant screws that require a special hex key for removal. One key is furnished with each unit. The Model PS10-1 has one set of S.P.D.T.contacts and the Model PS10-2 has two sets of S.P.D.T. contacts. An optional cover tamper switch is available. � Characteristics U.L. Listed & F.M. Approved Factory Adjustment: Operates on Pressure Increase 4 Dimensions: 4-3/411W x 2-1/4"D x 4-7/8"H to 8 PSI Enclosure: Cover—Cast Aluminum Finished in Red Max. Operating Pressure: 175 PSI Enamel Environmental Limitations: —40 0 F to 1400 F Base —Plated Steel —400 C to 600 C Indoor or Outdoor Use Pressure Connection: 1/2" NPT Male Polysulfone Service Use: Central Station NFPA-71 Switch Contacts: PS10-1 One Set S.P.D.T. Local NFPA-72A PS10-2 Two Sets S.P.D.T. Auxiliary NFPA-72B 10.0 Amp. Qa 125/250V. A.C. Remote Station NFPA-72C 2.5 Amp:*p 6/12/24V. D.C. Proprietary NFPA-72D CAT. BULLETIN A745 1 C!_7 AFIN PCITT F Y? v i I ,J ` PreS:>r.jre Switches Potter Electric Signal Company 2081 Craig Rd. / P.O.Box 28480 / St.Louis,MO 63146 / TWX: 9107640909 PS10 Series Dimensions OPTIONAL TAMPER SWITCH —�FtIC6 . z-3r4jj LJ NPT — MALE I 1-7/8" 4-3f4"—__ -_. __ .._ __ _2-114" Typical Sprinkler Applications Method #1: Wet System with or Method #2: Wet System Dry System PSIO without Excess Pressure AESSURELARM WAT PR ER MOTOR Ps10 SWITCH GONG PS1O WATER WATER MOTOR GONG GONG GONG CHECK n VALVE "I WET 0.CTAAA WET .CTMD SYSTEM DRY SYSTEM _ ALARM "— SYSTEM ALARM 1 CHECK LOCAL ALARM CHECK I VALVE ABM CHECK WATER VALVE SHUT OFF VALVE BY-PASS VALVE I iESTI {x'Q.—D< VALVE wAtCn LOCAL♦LAAM WATFn BY-PASS BY-PASS 5—OFF VALVE LOCAL ALARM VALVE VALVE OSAY NOTE D S 6 Y O S A Y VALVE VALVE SMUT-OFF VALVE ' NOT APPLICABLE FOR VALVE CENTRAL STATION Ordering Information MODEL DESCRIPTION STK. NO. MODEL DESCRIPTION STK. NO. PS10-1 Pressure Switch with One 1330101 BVL Bleeder Valve 1000018 Set S.P.D.T. Contacts Hex Key 5250062 PS10-2 Pressure Switch with Two 1330102 Cover Tamper Switch 5420219 Sets S.P.D.T. Contacts Engineer/Architect Specifications Pressure type waterflow switches shall be a Model PS10 as manufactured by Potter Electric Signal Co., of St. Louis, Mo. and shall be installed on the sprinkler systems as shown on the drawings and/or as specified herein. Switches shall be provided with a 1/21, NPT male pressure connection to be connected into the alarm check valve of a "wet" sprinkler system or into the intermediate chamber of a "dry'' pipe system and shall be actuated by any flow of water equal to or in excess of the discharge from one sprinkler head. Switches shall have a maximum service pressure rating of 175 PSI and shall be factory adjusted to operate at a pressure of 4 to 8 PSI. There shall be one()or two() S.P.D.T. contacts rated at 10.0 Amp. @ 125/250V. A.C. and 2.5 Amp. Q 6/12/24V. D.C. The switch housing shall be weatherproof and oil resistant. The cover shall incorporate tamper resistant screws. The unit shall be listed by Underwriters Laboratories, Inc. and approved by Factory Mutual. CAT.BULLETIN A745 2 OF 2 1-86 PRINTED IN USA VSR-SF eP0 , TER VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd:,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 /(800)325-3936 (416)441-1833 UL& ULC LISTED Service Pressure: Up to 250 PSI a Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure:Cast Aluminum, red enamal finish, cover neid in place wrin camper r6sisiani screws.- Contact Ratings: Two sets of S.P.D.T. (Form C) 10 Amp. @ 125/250 V.AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2"conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes-1", 1 '/4",&1 ''/2" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 400 F/120°F 4.50 C/49°C Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler NFPA-13 One or Two Family Dwelling NFPA-13D Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C STK. NO. 1113000 Proprietary NFPA-72D U.S. PAT. NO.3921989, CANADIAN PAT. NO. 1009680 Optional:Cover Tamper Switch ,order Stk. No.0090018 OTHER PATENTS PENDING. Kit for Outdoor Use: Order Stk.No. 1940036 The Model VSR-SF is a vane type waterflow switch for use Screw the device into the'TEE"fitting as shown in Fig.2. on wet sprinkler systems that use 1", 1 1/4", or 1 1/2"pipe Care must be taken to properly orient the device for the size. The unit may also be used as a sectional waterflow direction of waterflow. detector on large systems. The unit contains two single pole double throw snap action The vane must not rub the inside of the"TEE"orbind in any switches and an adjustable pneumatic retard. The way. The stem should move freely when operated by hand. switches are actuated when a flow of 10 gallons per minute The device can also be used in copper or plastic pipe or more occurs downstream of the device.The flow condi- installations with the proper adapters so that the specified tion must exist for a period of time necessary to overcome "TEE"fitting may be installed on the pipe run. the selected retard period. INSTALLATION: These devices may be mounted in a TESTING: Check the operation of the unit by opening the horizontal or vertical pipe. On horizontal pipe they should "Inspection Test Valve"at the end of the sprinkler line or the be installed on the top side of the pipe where they will be ac- drain and test connection,if an inspectors Test Valve is not cessible. The units should not be installed within 6" of a provided. valve, drain or fitting which changes the direction of the waterflow. The unit has a 1"NPT bushing forthreading into If there are no provisions for testing the operation of the anon corrosive"TEE". See figure 2 for proper"TEE"size, flow detection device on the system, application of the type and installation. VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of"TEE"that they are to be used with. The proper paddle m=be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA REV A CAT#A022 PAGE 1 OF 2 1 January 12, 1993 Page 1 of 2 I-510 Catalog Section: Conventional Initiating Devices Security PIBV2 & OSY2 Systems Supervisory Switches GENERAL U� The System Sensor OSY2 and PIBV2 are designed for S739 snnervisincr Anonnal conditions of water valves. Model PIBV2 is a Post IndicatorButterfly Valve Supervisory Switch.Model OSY2 is an outside screw-and-yoke super- visory switch. FEATURES • Low profile. • Durable metal enclosure. • Weather resistance. • Easy installation. • Suitable for 1" through 12" valves. • Foruse on OSY,Butterfly and Post-Indicator Valves with rising or falling flags. • Single conduit entrance with bi-directional mounting. • 100% synchronized action. • Rugged terminal block accomodates up to 12 AWG • Two SPDT switches. • Side conduit entry, Easier to install. No unnecessary plugs!Less expensive fittings! " • Adjustable actuator. t • Security screws. • Tamper indicator option and key removal tools. • 1/2"NPT adjustable nipple. OPERATION Both models will give a TAMPER INDICATION if re- moved from their mountings,or if the covers are removed. The PIBV2 Model PIBV2 mounted on a valve with the actuator arm normally resting against the movable target indicator as- sembly. If the normal position of the valve is altered, the CONSTRUCTION valve stem moves, forcing the actuator arm to operate the Housing is die cast metal,with a 3/4"inch tapped conduit entrance. switch. The switch will operate between the first and sec- Model OSY2 includes a mounting bracket. and revolution of the valve control wheel, when properly Overall Dimensions: 8-1/4"High x 3-1/2"Wide installed. x 3-1/4"Deep. Model OSY2 mounts on an outside screw and yoke valve. Contact Ratings: 10 A @125 VAC The actuator normally rests in a recess drilled in the valve 2.5 A @ 24 VDC(TBD) stem. If the normal position of the valve is altered, the Z valve stem moves forcing the actuator arm out of the re- cess, and causing the switch to operate. The switch will Ambient Air. 320 F.—1200 F. co operate between the first and second revolution of the valve (0°C.—49°C.) control wheel, when properly installed. Shipping Weight: 2 lbs. We try to keep our product Information up to dale and accurate.We cannot cover all specd1c applications or anticipate all requirements. All specifications are subject to change without notice.For more Information,contact: ►�iL Security Systems, 300 Interpace Parkway, Parsippany,NJ 070S4 Phone:(201)316-1000 FAX:(201)31f-1131 Made In the U.S.A. The riff V2 (iOHer— Tamer screws sprino Moog gas" APPLICATIONS System Sensor Sprinkler Products are specifically designed Switch enclosure to meet the stringent performance requirements of sprinkler and o fire detection/alarm systems. 0 9 Actuating cam INSTALLATION Actuating kryerJhmz Both models are designed for ease of installation and field set screw 9ase '° maintenance. Installation instructions are packaged with each mare eat screws switch. Threaded ode PRODUCT LINE INFORMATION: MODEL, DE-SCROTION —Actuating lever PIBV2 Post IndicatorButterfly Valve Supervisory Switch with two SPDT switches. PIBV2A Post IndicatorButterfly Valve Supervisory Switch with two SPDT switches(Available only in Canada). OSY2 Outside Screw-And-Yoke Supervisory Switch with a mounting bracket and two SPDT switches. OSY2A Outside Screw-And-Yoke Supervisory Switch with amounting bracket and two SPDT switches(Avail- able only in Canada). The OSY2 ARCHITECTURAL/ENGINEERING SPECIFICATIONS Post IndicatorButterfly Valve Supervisory Switch(PMV2)or Outside Screw-And-Yoke Supervisory Switch(OSY2)shall be installed on each valve as designated on the drawings and/or as N specified herein.Switches shall be mounted so as not to inter- N fere with the normal valve operation and shall be adjusted to operate within two revolutions of the valve control or when the a stem has moved no more than one-fifth of the distance from its normal position.The mechanism shall be contained in a weath- erproof die cast metal housing,which shall provide a 3/4 inch Iwo tapped conduit entrance and incorporate the necessary facili- ties for attachment to the valve. The switch mechanism shall o S have a minimum rated capacity of 10 Amp @ 125 VAC and 2.5 Amp @ 24 VDC. The entire installed assembly shall be tamper-resistant.PIBV2 or OSY2 shall be Underwriters Labo- ratories Inc.listed and Factory Mutual approved. ._....._-.�.e...F..a,..eri.s,.�t.t.:�s��.�P;7Lliti'tSi•�r•,��`c'. FOCUS 200 PLUS Installation and Setup Guide 472404 Transformer 18VAC/72VA wired-in transformer,which may be required for some commercial fire installations. VISTA-ULAP Attack Proof Kit Hardware kit required for UL certified burglary installations. 471210 Operating Panel Controls all operations of the FOCUS 200 PLUS System;can be used to control all or any combination of the eight BA groups.Panel is interactive and features a four-line LCD screen and an alphanumeric keypad.Panel measures 8"w x 4-1/2"H x 1-V2"D and is normally surface mounted.The keypad can optionally be mounted on a desk, with a 472382 Desl:Stand;or aclgle wall-mounted,using a 148248— .._' -_ 1'.11,,a-u..-ua asc uc-ug all J 11 iviouel b3ou vv1CleDoav neypad Protector. Up to 16 keypad may be used with the FOCUS 200 PLUS system. AI=65mA,S1=32nuk 472368 SIM Gateway For accommodating up to 72 SIM input/output points. Consists of a tampered circuit board that is housed in a separately ordered 471943 Housing Unit(same as for Micro PID). Gateway comes with two terminal strips:one for connection to the RS-485 bus and one for connecting the gateway trunk,both of which use 494465(B6465)Cable. AI=Sl=50mA 472366 Sensor Interface Module(SIM) For interfacing any sensor(that is not already equipped with a SIM)to the SIM Gateway.Also used for controlling an output function(via + 12V output). Comes with 6"flying leads for marking connections and a 869706 End-of-Line Resistor(33K ohm,5%, V2W). If SIM cannot be installed in associated device;it must be installed in a separately ordered 370320(7032)Junction Box. AI=SI=1mA For information on sensors with built-in SIM, see SIM Sensors later in this section. 248239 PID Gateway For accommodating up to 62 PID points. Consists of a circuit board that is housed in a separately ordered 472352 Housing Unit(standard white PID box). Gateway comes with one terminal strip for the i connection to the RS-485 bus and two terminal strips for connecting a quad trunk,all of which use 494465 Cable.A 248116 Tamper Kit can be ordered separately. AI=SI=50mA 472490 RF Gateway Consists of a 5800ADT RF gateway module and one(1)5881H RF receiver. One(1)additional receiver may be added to improve reception. RF Gateway-AI=SI=50mA RF Receiver-AI=SI=60mA 472491 AC Communicator Module Used to report signals to a monitoring station using either AC telephone lines,DC telephone lines or RS-232. AI=SI=250mA 472402A Backup Dialer Provides an alternate means of communication to the CMC,which may be required for some commercial fire installations AI=15mA,SI=SmA 477967 Battery, 12-Volt 7.OAH Sealed Lead-Acid A 12V,7.OAH rechargeable battery with male tab terminals. Connects to control or power supply via a separately ordered 248222 Battery Wire Lead.Two to four batteries may be connected in parallel to make up a 12V, 14,21,or 28AH battery.Battery weighs 6.17 pounds(28kg). One 248222 Battery Wire Lead is required to connect each battery. Refer to the installation section of control unit bulletin for details in calculating battery standby requirements. 248222 Battery Wire Leads Consists of a set of two wire leads,one red and one black.Used for connection to a FOCUS 200 PLUS control board or Remote Power Supply. Two sets of'the battery wire leads are needed for installing two batteries in parallel to provide a 12V, 14AH battery configuration. Each wire lead is 13-1/2"long;wire size is 18 AWG. 22 2 Section 22-Equipment 148320 Trunk Junction Box A small white plastic junction box for dressing up the trunk-to-branch cable splices. Snaps over wire and Scotchlok connectors.Made of a flame-retardant poly-propylene and designed to be used in a plenum. 370320 Junction Box(7032) A small gray plastic junction box for housing the stand-alone SIM module when making connections to a sensor,and for general wire splices. 809190 Connector Scotchlok#558 electrical connector(Tee-tap type).Used for solid and stranded wires of 16 to 22 AWO. ui,approved. Suppiied iu a'uu,.of l=. 304662 Ground Clamp (B466) A clamp that is attached to a 3/4"to 1-1/2"cold-water pipe for CWG connection. 148227 Ground Clamp A clamp that is attached to a 1/2"to 1"cold-water pipe for CWG connection. 148230 Tag A tag for attaching to a ground clamp warning subscriber not to remove clamp. SIM Sensors 472370 FA Pull Station (w/SIM) Manual FA Pull Box similar to a 455301(5060-S)except has a built-in SIM.It is a dual-action,single- stage device with keyed reset. Semi-flush mounts in single-gang switchbox(purchased locally)or surface-mounts in 144910 Backbox.May also require 144917 Backplate or 146064 Break Rod,each of which is listed in T-7 187 FOCUS System Common Equipment Technical Data sheet. Communicates with a 472368 SIM Gateway via two-wire connection. AI=Sl=1mA 472374 Holdup Alarm Switch (W/SIM) A finger-operated holdup device similar to a 441494(6913-002)Holdup Alarm Switch,except it has a built-in SIM. It is a dual-action,latching device that requires user to insert a finger and then pull to - activate a holdup alarm.Includes 441495 Reset Tool,which must be used to restore switch to normal condition.Also includes mounting hardware and a 11'(3.4m)captive cable. Communicates with a 472368 SIM gateway via two-wire connection. Al=SI=1mA 472380 SIM Horn Strobe(w/SIM) A surface-mount or flush-mount 101/94db(horn/bell)white horn unit with a front-mounted 15Cd, 111z, UL1 971 approved Strobe Light with built-in SIM.A white 472421 IOB backbox for surface mounting must be ordered separately.May be flush-mounted directly to sheetrock through a 3.25"W x 2.75"H rectangular hole. Communicates with a 472368 SIM Gateway via four-wire connection. Strobe+Horn Mode A1=263mA, SI=3mA Strobe+Bell Mode AI-193mA,SI=3mA 472388 Horn/Strobe SIM A stand-alone SIM for interfacing various types of horn/strobes(that are not already equipped with a SIM)to the SIM Gateway. Current of horn or strobe must be less than 300mA each.Also used for controlling an output function where the+12V output must be supervised. Comes with 6"flying leads for making horn/strobe connections.Horn/Strobe SIM can be installed in the horn backbox or in a separately ordered 370320(7032)Junction Box. AI=SI=3mA • 22-5 -- Section 22—Equipment 472383 PIR(360 x 60)(w/SIM) An Aritech Model DAS69MX Ceiling Mount Passive Infrared Intrusion Sensor that includes a built-in SIM and special signal-processing circuits(rather than dual-detection)for reliability and minimum false alarms. Provides a broad coverage of 360 degrees x 60'.Recommended mounting height is 8'to 15'. Includes a walk testlalarm LED indicator and a self-test feature that is normally under program control.Utilizes self-diagnostics that provide complete verification of its functions. Communicates with a 472368 SIM Gateway via two-wire connection.Refer to manufacturer's instructions for further details. AI=7mA,SI=5mA 472373 Smoke Detector(w/SIM) An ESL Model 429CTAD Smoke Detector that includes a built-in SIM. Includes a pulse/alarm LED indicator and a self-test feature that is under program control.Utilizes self-diagnostics that provide complete verification,and CMG annunciation or drifts veyunu 111s 6eus1L1v1Ly r u ge. vvilCu utaxuwl needs servicing,replace optical block cover ESL Model 211). Communicates with a 472368 SIM Gateway via two-wire connection.Refer to manufacturer's instructions for further details.AI=3mA, Sl=ln A 472367 Door Contact(w/SIM) An ADEMCO or C&K surface-mount white magnetic door contact with built-in SIM. Unit measures 2- 1/2"L x 1/2"W x 1/2"H and is furnished with an 11-foot(3.4m)cable. Communicates with a 472368 SIM Gateway via two-wire connection.Refer to manufacturer's instructions for further details.AI=, SI=lmA 472392 Door Contact Spacer An ADEMCO or C&K surface-mount white magnetic door contact spacer.Measures 2-1/2"L x 1/2"W x 1/8"H. 472371 Overhead Door Contact(w/SIM) • An ADEMCO or C&K surface-mount waterproof overhead door magnetic contact with built-in SIM. Unit measures 4-5/16"L x 1-11/16"W x 3/8"H and is furnished with a 24"armored metal cable. Communicates with a 472368 SIM Gateway via two-wire connection.Refer to manufacturer's instructions for further details. AI=,SI=1mA 248302 Fuse Holder Kit For preventing the"pulling down"of power from a SIM gateway due to a short circuit on one of the power wires of a branch cable. One required for each sensor where branch cable from SIM gateway drops to within 6 feet of the floor(e.g.,overhead door contact)or where branch cable may be subject to a short circuit due to jarring or other mechanical stress. Consists of an in-line fuse holder,with 6"leads and an 828928 1/10 Amp fuse. 471918 FOCUS-VVS Vault and Safe Vibration Sensor(7187-131, Lot 2) Used in reverberant or nonreverberant vaults,each sensor has a protection radius of 13'(4m)on poured concrete or steel,6-1/2'(2m)on concrete block,or 3-1/4'(lm)on brick.It can be mounted on wall,floor, or ceiling.A minimum of three per vault are required to detect structurally borne vibration associated with penetration attempts by thermic lance,mechanical tools,or explosives. Sensor is enclosed in beige aluminum cover,and includes cover/pry-off tamper,sensitivity/ambient-noise test point,sensitivity adjust screw and terminal strip.Supplied with aluminum mounting plate,all mounting hardware,and an 880353 Cosmotron VVT-305 Remote Test Oscillator. The remote test oscillator can be powered from the same SIM used to supervise the alarm contacts. Use 806399 Protection Box to protect the detector in severe environments.Use a Cosmotron VVM-302 Recess Mounting Box(FB)when the detector is mounted in a concrete wall. A minimum of two per safe are required(minimum of three if safe has two doors)to detect structurally borne vibration associated with penetration attempts.Each sensor has maximum protection radius of 12'(3.6m)when used on an all-steel safe at least 1"(24.4mm)thick or on a concrete-clad safe at least 6" (152.4mm)thick and free of cracks or seals.May be mounted outside or inside safe.Refer to technical bulletin T-7187-131 for additional details. AI=,SI=25mA 22-7 D-500 PS Series Power-Sonic Batteries Section: Power Supplies/Accessories May 14, 1998 GENERAL Power-Sonic PS Series Batteries provide secondary power for the whole �L series of ADT fire alarm control panels. s, FEATURES MH14328 (S) • Provide secondary power for control panels. • Geiiea eieu ruiyie. • Sealed and maintenance-free. • Overcharge protected. • Extended shelf life. • Easy handling with leakproof construction. • Ruggedly constructed, high-impact ABS plastic case. • Long service life. �J, SEALED RECHARGEABLE • Compact design. /BATTERY CAPACITY /°011/ER/:��L rs�mwn nnr�ai Battery capacity,expressed in ampere-hours(AH), is the product of a dis- Model PS-695 6 volt 9.5 AH charge current and the length of time that the current is discharged. Bat- Power-Sonic Corporation teries are rated according to their performance during 20 hours of dis- charge at a constant current. The rated capacity of a battery is determined by subjecting it to a constant discharge current for 20 hours at 68•F(200C).After 20 hours the voltage across the terminals is measured.The discharge current which causes a reading of 1.72 volts per cell(5.16 V on a 6 V battery and 10.32 V on a 12 V battery) is called the rated current. This current multiplied by 20 is the rated capacity of the battery. APPLICATIONS Use the PS Series batteries to provide backup The PS-695 Battery P p power for control panels. Select batteries based on current requirements for your system and the capacity of its charger. These batteries can be used over a temperature 7. range of-76•F to+140•F(-600C to +60•C). , CONSTRUCTION The sealed construction of the Power-Sonic battery allows trouble-free, safe operation in any position. There is-no need to add electrolyte, as gases generated during overcharge are recombined in a unique"Oxygen Cycle." The battery is sealed,leakproof,and maintenance-free. The case is made of ABS, a high-impact plastic resin (acrylonitrile butadiene sty- rene copolymer)with high resistance to chemicals and flammability. INSTALLATION •�°\r All panels have space reserved for batteries. See the appropriate panel installation manual for battery size restrictions. Typical interconnection diagrams are shown in the literature accompanying each control panel. The PS-1242 Battery' This document is not Intended to be used for Installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information,contact: 1750 Clint Moore Road.Boca Raton,FL 33431 ES Security Services, Inc. Phone: (561)988-3600 FAX: (561)241-1923 -� DA-43990— Page 1 of 3 in HEIGHT 1 BELOW .............. 3.70±0.08 iiiuies TOP VIEW (94±2 mm) e HEIGHT 2 BELOW 3.86±0.08 inches ! (96±2 mm) f ...........................N....N IN. o 1 SEALED RECHARGEABLE BATTERY BB-17(F): Optional Battery BackboxAL SIDE 2 14-1/2"W x 8-1/4" H x 4-3/4" D (mm: 368.3 W x 209.55 H x 120.65 D) MODEL PS-1270 VIEW For remote mounting of two 12-volt PS-12180 batteries. 12 VOLT 70 AMR. HOUR 5.94±0.04 inches I 2.56±0.04 inches (151 ±1 mm) i - (65±1 mm) a BB-55(F):Optional Battery Backbox See CHG-120(F) catalog sheet for details. } ENGINEERING SPECIFICATIONS The fire control panel shall be equipped with secondary power provided by gelled-electrolyte batteries. The batteries shall be maintenance-free and shall be capable of powering the system in a manner and for a length of time determined by the governing regulations and the authority having jurisdiction. Nominal Discharge DIMENSIONS Capacity Current Height over Nominal @ @ Width Depth Height terminal Weight Voltage 20 hr.rate 20 hr.rate MODEL V A.H. mA in. mm. in. mm. In. mm. in. mm. lbs. kg. PS-695 6 9.5 475 4.26 108 2.75 70 5.54 141 5.54 141 4.9 2.2 PS-1242 12 4.0 200 3.54 90 2.76 70 3.98 101 4.13 105 3.8 1.7 PS-1270 12 7.0 325 5.94 151 2.56 65 3.70 94 3.86 98 5.7 2.6 PS-12120 12 12 600 5.94 151 3.86 98 3.70 94 3.86 98 8.8 4.0 PS-12180 12 18 875 7.13 181 2.99 76 6.57 167 6.57 167 12.8 5.8 PS-12250 12 25 1300 6.89 175 6.54 166 4.92 125 4.92 125 18.7 8.5 PS-12600 12 60 3000 10.25 260 6.60 168 8.20 208 9.45 240 39.7 18.0 PS-121000 12 100 5000 12.00 305 6.60 168 8.20 208 j 9.45 240 65.7 29.8 Characteristic Discharge Curves 120°i° Effect of Temperature on Capacity 6.5 -13 100% ..... .0.1 C 6.0 -12 / �' 80% ----- -0.25C 5.5-11 L_ toC ..... -0.6C i' CI 1175C 0.5C 5 60% -- -1 C .0-10 �. 0.25C r co / °3 4.5- 9 a 6C a �� cj 40% 4.0 8 i_ 3C 2C 1C 20% ' 0 1 2 3 5 10 20 30 60 2 3 5 10 20 30 0% f�-minutes hours -20' -10' 0' 10' 20' 30' 40' 50' 60' Discharge Time @ 20'C(68'F) Temperature(Degrees C.) Page 2 of 3 - DA-43990 CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. ,_�-j 1 OWNER MAIL ADDRESS CITY ZIP PHONE Lan, 'T► - - i-e., cv- ?O -7 1'7 v',1 I C- Q2 `77 Sy ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHON -4Z5 A.LL5 t.Oh A '. c-� 1vv ,w . 6 L►$J-3Zc3 � � c-GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LIC NSE M 1=1s t S 1/.�� e_25 hi5'mcA LANE WA3Z33. 1 � �'��-go-ly MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PtjONE A73,_ LYcNSL,� ►-,2;araEAl:cv� 1-1C-�'T:,..�, Z.►c 1�15 Pc>Z i 17P1VC-��c: . Wla q�233 R�,-F,i �cc�fc PLUMBIN ONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE CLASS OF WORK ga`Nt W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI LION ❑BUILDING RELOCATION VALUAT ION OF WORK s J95 7no`� DLSCRIBE WORK PROPOSE U USE OF BUILDING _ _ I HEREBY CERTIFY THAT I HAVE REA U EXAMINED TfiIS APPLICA- O — TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LL(.AL DES(RIPI ION OI PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK wr BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR i n�c Iv NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF 3 MBE ��y 3Gt Q CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRA OR OR AUTF! ZED G i DATE 108 ADDRESS e/Z7A_ (OFFICE USE ONLY) MECHANICAL T w';71 f PLUMBING NO. TYPE OF FIXTURE FEE NO, TYPE OF EQUIPMENT FEE WATER CLOSEI (IOILLT) AIR COND UNITS - H P. EA. BA I I I I UB REFRIGERATION UNITS —H P. EA. LAVATORY (WASH BASIN) BOILERS - HP.EA SHOWER GAS FIRED A.C. UNITS— TONNAGE EA KI ICIILN SINK & DISP. FORCED AIR SYSTEMS — B,T.0?_C.Y3 A DISHWASHER WALL HEATERS - B T.0 M LAUNDRY IRAY UNII IILAIERS - B I 5PVCC;M CEO IIILS WASIILR EVAPORAI IVL COOLERS WAIER HEATLR CLOT HESDRYERS URINAL VENTILATICN FAN DRINKING FOUNIAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOT DRAINS - RAINLLADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC.) WATER HEATER GAS PIPING SUBTOTAL 3 SUBTOTAL S PERMIT 3 PERMIT S TOTAL FEE $1 TOTALFEE f SIDE YARD SL IBACK STRLET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO USE ZONE LOT AREA VACANT SITE '� I �� ❑YES ❑NO FEES VALUATION FEE TYPE OF CONST. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG BUILDING S SIZE Of BLDG. NO.OF STORIES MAX.OCC LOAD PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANIONL,\ CO M M E NT5 STATE BLDG.CODt- ENERGY CODE SURCHARGE UBC. PENALTY SEC.303(.) F j WATER/SEWER FEES I ? I j'Ii iI � TOTAL 1 !� AUG 2 8 2001 . '' 1 � PERMIT VALIDATION 1 WHEN PROPERLY VALIDATED TIN THIS SPACE) THIS IS YOUR PERMIT&RECEIPT Gl PAID CRIF BY 9ti y ! s cc:ASSESSOR,APPLICANT,TREASURER, BLDG, DEPT. BUILDING OFFICIAL DATE RECORDS COPY Must submit: 4 coT R i.s of drawings & 4 copies of installation directions CITY OF ARLINGTON SIGN PERMIT ❑ COMBINATION` ❑ SUILOING ❑ MECHANICAL © PLUMBING SIGN PERMIT NO. OWNER I I,,� MAIL ADDRESS CITY ( - LIP PHONE q 1 --L J Sc—k�jc�. C� ).0 • eu< v 1 Pr I V I2 V i ( I C 1�. Ci /� �� i � it �S�(O A*eFI"*L-i OR OESIGNER MAIL ADURESS . II CITY LIP PHONE I NERAL CON O�R MAIL ADDRESS CITY ZIP PHONE LIC NS7 TT}S-{-� 63YLA-a C-6;< I�tS Q e 844k V I'vL i Itie M CIIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE f PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE CLASS OF WORK �N{W CDAUUITION ©ALTERATION ❑REPAIR ❑UEMULI LION 06UILUING RELOCATION ;'VALUAI ION OF WORK p f s jULSCRIBE URK ' Tr j PRVPUSI U U)L OF BUILDING I HEREBY CERTIFY THAT I HAVE RE�6 AND EXAMINED THIS APPLICA- 611 TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LL(jAL ULSCRIPTIUN Ul PROPERTY(SHOWN BEivW I TALI FOUR CUPIE 51ONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LUI HLtx K Dr WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.T HE = GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO r I VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR a TAX ID NUMBER FROM PROPERTY TAX STATEMENT I,QCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES h YEAR FROM DATE OF ISSUANCE. b 51GNA1 UK(OF CONTKACIOR OR AUTHORIZED AGENT DATE j 106AUURLSS � �� '1'UI.1CA10NS MQ 3[t3C1 ALLR IMPAIR 11131MB IM [ ] 111MJI3CTING [ ] IrRMPOItAKY [ ] C31touNI) [ ] 1tOOIT [ ] WAIL [ ] 0111131111, DRSC1tIDt1D AS I101,Lows: SIGN of a lylte shullar to that clieckul arid described below, fnatened and senured by approved atipports, and It Is !hereby agreed that If tills apt>llcallon Is approve() 1110 sign will conf(3rn1 it, every tletall wllll ilia regUiremeWs of the 1301tiing Cvda, Slgn Co(le, Zolhing Ordinance and ail City Ordinances and Stale Law. `-_?L Sign will be: /V] Illuminated [ l non-Illit niliiated C I Oaln wood [ ] electric Slxe: Wgl. lbs length width face sq R Dace area: act. ft. Sign Is 2-faced: dlstntleo from N S properly Ilse: C3 W Lower edge will be feaE Inches above gtnde. Liner edge will be inches front (lie bull(Ilt►g Outer edge will be lttcltes from the building. Lower edge will bo feet inches above thI alley, sidewalk or private properly grade. Sig" will extend feel ^��ncihes above the buiiding, or what material will Ilse sigh be constructed? Face: -- I'rante: wording of sign Pow orna.Ulm Odd lull TOTAL PE(B SIUL YARD SE 1 BACK STRLO SL i BACK REAR YARD SETBACK PLAN C11LCK NUMBER PLAN CHECK FEE FEE RECEIPT FEE US!ION( LOT AREA VACANT SIZE FEES VALUATION FEE a YES u NO TYPE OF CDN51. OCCUPANCY GROUP No.OF DWELLING UNITS PLAN CHECKING VG BU'LDING 3 SQL OI OLD(--. Or 51ORILS MAX.OCC.LOAD PLUMBING q ES°RInKLERSR£QUIREV ❑YES ❑NO MECHANICAL STATE SLOG.CODE COMMENTS ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.303(+) REGEiVED WATER/SEWER FEES TOTAL FEB 21 2001 PERMIT VALIDATION WHEN PROPERLY VALIDATED IIN THIS SPACEI THIS IS YOUR PERMIT a RECEIPT OiTlf of ARl_IN G-roN PAID CPO_ BY. C I)AT OUIl01NG OFiKIAI cc: ASSESSOR.APPLICANT,TREASURCR, BLDO, DEPT RECORDS COPY