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17832 59th Dr NE_962061_2026
CITY OF= ARL I NOYON COh1E3T RUCT I OIV PE RM I T BERM I T No- 36—aO& I Owner: THOMPSON, MARK Value of Work: $465 696. o0 In. r..,-.1�v (o52-75-30 Describe Work: CONSTRUCT NEW 20 UNIT HANGER Proposed Use: AIRCRAFT HANGER Legal Description; Job Address: 17832 59 TH DR Contractor' s Na �e Type Address License# CREST NORTHWEST CONSTRUCTION G 3813 168TH ST NE #z CRE'STNr_086K2n P E R M I T F E E S Equip ent and Fixtures Number Fee Total Charge PLUMBING FIXTURES - ---3 ---$7.00 $21.00 I VENTILATION FANS 1 $6.50 $6. 50 S U B T 0 T A L. ..... $27.50 TOTALS Fee 1 Site Civil Fee $0.00 Equipment $6.50 Fixture $21. 00 Mech Permit $22.00 Permit Fee $2, 175. 50 Plan Fee $1, 414.08 Plumb Permit $15.00 State fee $4. 50 Jk4r- e�� SIGNATURE. � z�°� TOTAL FEE.... .......... . .. $3,658.58 I HEREBY AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . ... ... . . .. . .. t0.0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND DUE.�..r , . .. . . . $3,658.58 ORDI ES GOVERNING THIS TYPE OF F,TOT, — WO LL BE COMPLIED WITH WHETHER T PT # �� / ED :I�, 1I:*11 R T. r BUI DING OFFICIAL FROM : N.LEHTINEN Engineering PHONE NO. 206+252+2373 Aug. 20 1996 03:45PM P1 ::0NSTRU(310k:•t - L l7�li'le�'1 ti FA Box W1 SURVEILLANCE_'': lLeOaond '1fa. 980 Z REPORT Structural Civil n ►veers 8834315 PROJECT- Airocra.ft Storage REPIDRT NO: 1 Arlington Airpax'ir CONTRACTOR: Crest Northwest PROJECT NO:•• DATE g/14/96 TI1V4E 6.0 FM WEATHER Sunny TEMP.AANGEa Tar* WORK IN PROdRESS Main frame was; PRESENT AT SIT£ Ma7C?c Thomson completed ,'OBSERvA-nO NS H.S. bolts sizes and grades were observed to be in compliance with the approved erection drawings. H.S. - bolts were torqued ,per steel constr'action manual ninth edition spegification-. - r_OLL0vv-UP LETTER TO CONTRACTOR WS x] N��[. � Jkn"i �3 ENCLOSUR..ES: COPIES TO: REPORT BY: DATi;: AW Urt OF AHE. NGION :i CASCADE SURVEYING s N., Surveyors & ENGINEERING, INC. �• .o Engineers ARLINGTON,WA ' G 102 E Division • PO Box 326 98223 (360)435-5551 • (360)652-7572 ���,5" Planners FAX(360)435-4012 Y DRAINAGE CALCULATIONS FOR MARK THOMPSON LOT 001, TRACTS B & C MAY 13, 1996 Based on the site plan provided by the client, Tract B will have 39,708 square feet of impervious surface area and Tract C will have 51,588 square feet of impervious surface area. A series of soil test holes were dug in the proposed infiltration trench location. Based on the soil logs a perc rate of 3 minutes per inch was established for the deeper soils (below 30 inches from the surface). For design purposes 6 minutes per inch will be used. The inflow per square foot of impervious area was established from the intensity/duration curve for the area. The outflow was established by: Assuming a trench dimension of 2.4 feet wide by 2 feet deep. Cross sectional trench area=4.8 square feet. Assume a 30%void-area. Cross sectional pipe area(6") = 0.20 square feet. Z Storage volume=(4.8 - .2).3 + .2 = 1.58 f F. Y Half the wetted perimeter=4.4 feet. ' W ,r R V,F:IIV 12716 6 15 103% IONAL� CITY OF ARLINGTON PxPIREs I Z - Z 3 -11 7 a� -�� INFILTRATION 4.4 ft2 x lin x 60 min x I ft =3.67cf/ft/hr ft 6 min lhr 12in OUTFLOW= Time60 x 3.67 +1.58 Minutes Outflow 5 1.89 10 2.19 15 2.50 20 2.80 25 3.11 30 3.42 Required Trench Length Time Inflow Divided by Outflow Per Sq. Ft. Of Impervious 5 .0264 1.89 = .01397 10 .0403 2.19 = .01840 15 .0490 2.50 = .01960 20 .0569 2.80 = .02032 Peak 25 .0608 3.11 = .01955 30 .0667 3.42 = .01950 Based on this peak trench length, Tract B will require 807 linear feet of 2.4 feet wide by 2.0 feet deep trench (.02032 x 39708) and Tract C will require 1048 linear feet of the same trench(.02032 x 51588). 11811.Doc rd/kw/j o f QC H FTcr,-> 'T%I • w N N UI �' n N N N UJ `.��'•/s�.`Sri •� m X _. -•-- S - ' ' 1 . ' CASCADE SURVEYING � _ �. Surveyors & ENGINEERING, INC. ARLINGTON,WA > ° Engineers 102 E Division - PO Box 326 98223 (360)435-5551 - (360)652-7572 "�— " Planners FAX(360)435-4012 MARK THOMPSON JOB 11811 SOIL LOG 1. 0-10" Dark brown loamy sand 10-18" Brown loamy sand 7 MPI 18-72"+ Gray gravelly medium sand 3 MPI SOIL LOG 2. 0-16" Dark brown loamy sand 16-24" Brown loamy sand 7 MPI 24-84"+ Gray gravelly medium sand 3 MPI SOIL LOG 3. 0-10" Dark Brown loamy sand 10-18" Brown loamy sand 7 MPI 18-72"+ Gray gravelly medium sand 3 MPI SOIL LOG 4. 0-16" Dark brown loamy sand 16-28" Brown loamy sand 7 MPI 28-72" Gray gravelly medium sand 3 MPI 72-84" Moist gray gravelly coarse sand -------- Water at 84" SOIL LOG 5. 0-30" Brown loamy sand 7 MPI 30-75" Gray gravelly medium sand 3 MPI SOIL LOG 6. 0-29" Brown loamy sand 7 MPI 29-75" Gray gravelly medium sand 3 MPI SOIL LOG 7. 0-24" Brown loamy sand 7 MPI 24-84"+ Gray gravelly medium sand 3 MPI SOIL LOG 8. 0-18" Brown loamy sand 7 MPI 18-72" Gray gravelly medium sand 3 MPI 72-84" Moist gray gravelly coarse sand ------- Water at 76" 11811.Doc(log) SOIL LOG 9. 0-16" Brown loamy sand 16-28" Gray gravelly tan loamy sand 7 MPI 28-80" Gray gravelly medium sand 3 MPI 80-87" Moist gray gravelly coarse sand ------- SOIL LOG 10. 0-12" Brown loamy sand 12-24" Tan loamy sand 7 MPI 24-80" Gray gravelly medium sand 3 WI 80-90" Moist gray gravelly coarse sand ------- SOIL LOG 11. 0-24" Brown loamy sand 7 MPI 24-86" Gray gravelly medium sand 3 MPI 86-96" Moist gray gravelly coarse sand ------- Water at 95" SOIL LOG 12. 0-30" Brown loamy sand 30-95" Gray gravelly medium sand 3 WI 95-103" Moist gray gravelly coarse sand ------ Water at 103" Soil logs by Cascade Surveying&Engineering, Inc. on May 3, 1996. Soil descriptions based on U.S.D.A. Textual Triangle. 11811.Doc(log) i5,2'? } 4/.Titi 00'- _1Z0./1' - /,10./6 " 1¢O. 00 AM 61 Ire e za bb Q N- Q ` Y tl � NO '411-1 6/ 1 i QN es 4I E h r a�aD % /cP5°4.3'�/ E • DEtilos' Soy �. Lo i AL CASCADE SURVEYING Surveyors & ENGINEERING, INC. .a ARLINGTON,WA Engineers 102 E Division • PO Box 326 98223 (360)435-5551 • (360)652-7572 Planners FAX(360)435-4012 DRAINAGE CALCULATIONS FOR MARK THOWSON LOT 001, TRACTS B & C MAY 13, 1996 Based on the site plan provided by the client, Tract B will have 39,708 square feet of impervious surface area and Tract C will have 51,588 square feet of impervious surface area. A series of soil test-holes were dug in the proposed infiltration trench location. Based on the soil logsa perc rate of 3 minutes per inch was established for the deeper soils (below 30 inches from the surface). For design purposes 6 minutes per inch will be used. The inflow per square foot of impervious area was established from the intensity/duration curve for the area. The outflow was established by: Assuming a trench dimension of 2.4 feet wide by 2 feet deep. Cross sectional trench area=4.8 square feet. Assume a 30% void-area. Cross sectional pipe area(6")=0.20 square feet. Storage volume= (4.8 - .2).3 + .2 = 1.58 �3 Half the wetted perimeter=4.4 feet. W 0 R 12716 SIONAL GIIY OF ARLINGTON ExPiAEs I Z - Z 3 -97 r. INFILTRATION 4.4 ft2 x lin x 60 min x 1,t =3.67cf/ft/hr ft 6 min lhr 12in OUTFLOW= (Time x 3.67) +1.58 Minutes Outflow 5 1.89 10 2.19 15 2.50 20 2.80 25 3.11 30 3.42 Required Trench Length Time Inflow Divided by Outflow Per Sq. Ft. Of Impervious 5 .0264 1.89 = .01397 10 .0403 2.19 = .01840 15 .0490 2.50 = .01960 20 .0569 2.80 = .02032 Peak 25 .0608 3.11 .01955 30 .0667 3.42 = .01950 Based on this peak trench length, Tract B will require 807 linear feet of 2.4 feet wide by 2.0 feet deep trench (.02032 x 39708) and Tract C will require 1048 linear feet of the same trench(.02032 x 51588). 11811.Doc rd/kwro � h ut (ICI-4 FAR r CPUl Ti N N ;!, ',;••: � � � 1 lam• 77 S • 'Y, �' CASCADE SURVEYING �, Surveyors & ENGINEERING, INC. ARLINGTON,WA Engineers c 102 E Division - PO Box 326 98223 (360)435-5551 - (360)652-7572 Planners FAX(360)435-4012 MARK THOMPSON JOB 11811 SOIL LOG 1. 0-10" Dark brown loamy sand 10-18" Brown loamy sand 7 MPI 18-72"+ Gray gravelly medium sand 3 MPI SOIL LOG 2. 0-16" Dark brown loamy sand 16-24" Brown loamy sand 7 MPI 24-84"+ Gray gravelly medium sand 3 MPI SOIL LOG 3. 0-10" Dark Brown loamy sand 10-18" Brown loamy sand 7 MPI 18-72"+ Gray gravelly medium sand 3 MPI SOIL LOG 4. 0-16" Dark brown loamy sand 16-28" Brown loamy sand 7 MPI 28-72" Gray gravelly medium sand 3 MPI 72-84" Moist gray gravelly coarse sand -------- Water at 84" SOIL LOG 5. 0-30" Brown loamy sand 7 MPI 30-75" Gray gravelly medium sand 3 MPI SOIL LOG 6. 0-29" Brown loamy sand 7 MPI 29-75" Gray gravelly medium sand 3 MPI SOIL LOG 7. 0-24" Brown loamy sand 7 MPI 24-84"+ Gray gravelly medium sand 3 MPI SOIL LOG 8. 0-18" Brown loamy sand 7 MPI 18-72" Gray gravelly medium sand 3 MPI 72-84" Moist gray gravelly coarse sand ------- Water at 76" 11811.Doc(log) � N. _ � �, SOIL LOG 9. 0-16" Brown loamy sand 16-28" Gray gravelly tan loamy sand 7 MPI 28-80" Gray gravelly medium sand 3 MPI 80-87" Moist gray gravelly coarse sand ------- SOIL LOG 10. 0-12" Brown loamy sand 12-24" Tan loamy sand 7 MPI 24-80" Gray gravelly medium sand 3 MPI 80-90" Moist gray gravelly coarse sand ------- SOIL LOG 11. 0-24" Brown loamy sand 7 WI 24-86" Gray gravelly medium sand 3 MPI 86-96" Moist gray gravelly coarse sand ------- Water at 95" SOIL LOG 12. 0-30" Brown loamy sand 30-95" Gray gravelly medium sand 3 WI 95-103" Moist gray gravelly coarse sand ------ Water at 103" Soil logs by Cascade Surveying&Engineering, Inc. on May 3, 1996. Soil descriptions based on U.S.D.A. Textual Triangle. 11811.Doc(log) — /S,29 -'r obi N �• `N a� 47Ti '� ..120./?'' /S Z a ;r So Sa NO IN � %Z h a ao b /z0. 6/' I i 0.• �yes 6 777-IAI \ N dS 434/ ' 07I a�CP N eS 43',;f/ E / f • DEr..1C) Soi Lo 1 � . .s City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST �I PERMIT # �1 DATE .Z) ACCOUNT # NAME: MA(Z.k _TNOMf SON , ADDRESS: c , � LE BUILDING USE: d ' �� STD�Z_j (�f # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: 7 7� BACKWATER VALVE: 7C' 2v SEWER REQUIRED: Off site On site CURBS: Off site ( On site SIDE WALK: Off site On site PAVING: Off site _ On site ` I" STORM DRAINAGE: Off site On site �( _ PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\fortm\u=check _ - _ � i� - _ - _ � � _ _ _ -- - __ � _ - - � � - - - - -_ _ - � _- - - - � � - I BUILDING PERIVIIT APPLICATION CBECIKLIST RES & DUPLEX COMNI & IND APPLICATION f APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCT DRAWINGS STRUCT DRAWINGS LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACEING Name: mC-�2 t—key-ft�, S Uyk- Permit #: Project Type: 0 Aopn Date Received (5-- 1p DISTRIBUTED RETURNED DISTRIBUTED RETURNED Public Works Engineering S$-Z$A, Fire Dept John Farrens Date returned for corrections Date resubmitted with corrections Date ready to issue: R Date issued: Build\forms\checklst -•. _ .. _ �I _ � .� � .�' � � � • � i 'i .; I I I I City of Arlington Building Dept hRE DEPARTMENT CHECKL a 1L PERMIT # 40 ( 1 DATE: c) - ,-) ? -q NAME: f e=K- T401v1 P .S l 1[4/ ADDRESS: 5 q D(L W, LEGAL: n i U)()( IfrJ�-rY P� �% l�r���(1(11 BUILDING USE: 57Oi�, , _ OCCUPANCY CLASSIFICATION: A B E -F-F— F H 1 2 2.1 3 4 1 2 3 1 2 j 1 1 2 3 4 1 5 6 7 I M R ( S U 1.1 1.2 2 3 1 1 3 1 2 T 3 "'*, 5 1 1 2 TYPE OF CONSTRUCTION III 1V V F.R. F.R. ONE-HOUR ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: V c i Sprinkler system: ,vb Alarm system: Knox Box: ,ud Fire extinquishers: Hydrant: 114 # of hydrants required: 3— Location of Hydrant: 4:� AZ/Z76 0 4--- /2.0,3 AY rn..t 4--%6 Location of Knox Box: ya11 A iof^. Location of Fire Extinquishers: �— f�,� F 2 s�,,, e&-jQ y y '" Fire Flow requirements: 3u k) JUN 7 1996 Location of address on building: ZU Q-r2 u,e--c 0 rY OF ARLINGTON FIRE DEPT: Date: ® - 1b 1ature Build\form\fdchecklist �� � 1 { � . I �• ::� - i � Ii I � ,1 �_ ��� �� •� [ { r � i — - � -� ,� - - - - �, r � � . r — — — , 1 - - i � i � ' � I �� � . ��� �, \'1 — �.�►V. � I (,�. :,�:. 3ti� � , . c, � �� ` ^� City of Arlington Building Dept'_ 1 FIRE DEPARTMENT CHECKLI, PERMIT # 9(® _ aO Cp 1 DATE: 5 -,a V -q NAME: -f'crlL T40M P 5( YO ADDRESS: l Q ���� LEGAL: f tl (4 0(1 ()a, i P f% - QJ BUILDING USE: (A IL C— R FT S T(.)2 A�,� OCCUPANCY CLASSIFICATION: 90 T^-- 0-O I AM A B E F H LLL2 12.113 4 1 1 2 3 1 2 1 1 2 1 3 4 5 1 6 1 7 I M R S U 1.1 1 1.2 1 2 1 3 1 1 1 3 712 31ti 5 1 2 TYPE OF CONSTRUCTION I ::_-� III 1V V F.R. F.R. ONE-HOUR 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 BuildZormUchecklist S1�I� I 1■ I •IA II■ ' t� ' ■1 I , i . ii 5 I i`i� ' — ' � - "• 1 � �' � �1,� 1 1 its . ' ■ 1 ' I L ' I I I 11 11 1 ' 1 •`� 11 I� -11 I 1 �' _ I ' 1 1d 1 II 1 • • L I • - _ 1_ �� 1 III I ' ■ .1 1 ■ 11■ ! _III 111 I �I II 1- 1+ '1 1116lL. 1111 ' I 1 I t ' 1 ' ' + - I IL 1 �I + I ■ , 1 �II I I rg _ T I rti A II 1• L ti la)AfA I_ I � � }— - - t IT I IN ' 1't ■ f 1 ' 111 I ' L -1 I nn I 1 1 1 I I 1 1•,110 1 1 — — - - — — — JI 11 1'L 1 MAPS I 1 L1 1 • - r — 71 ■I • - u�lt- .� q City of Arlington Building Dep�'j (0 G PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # Q�p �' Q lU DATE .� ACCOUNT # NAME: ADDRESS: ' �J c' � �, ��' LEGAL: Paf e\ E --1' ®Q I BUILDING USE: � ' �"� �� GZ # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: --" '� Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: { HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES_ NO WATER/SEWER FEES PAID: YES NO � jijm Build\fortm\u-check " N N I II r f _ ��rJ I 1•�1f1-I11 Jr'1 I �i j rat ��-3. �'h f -•��I LLI 1 1 111 I I � � � - H 1 - �• - _ III I I 'ICI } I I I11 1i II 1 '� r- 7 rr3TT 1 r � r 1-I] J� I 1 11 I •1 I TL 1 1 I Ti _ Hill I 11 L I I I I I r � I /A- 11 - I I' III I I tiT I I - -JU W' I� - T- TT I T I I I r 1 -1 1 _ 1 1 .' L I - I T rt r I T I - 1-I/ I I. LI I I' I I r I rr 1 LZ I [ I - -T T a-11 7 1 City of Arlington Building Dept 1 PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # q� — �qC2 (ej DATE 5' a b_ % � ACCOUNT # NAME: n'I 4��.� 1-4 O/K e S O N) T ADDRESS: I J 59 1-,,- Q_ LEGAL: 6 Z11001 BUILDING USE: f�t V Cg_P,�—_"j S_M `-E # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site _ On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\forms\u-check • 1 1 11 _00 ■1_ mill 1 ' 1 N ■ ' IA 1 1 1 1 "1 we d' r 'I n is i! 'I+'i'i + ri •tip •� �r a •,..i I+ '• �_ ' - _ 7 ' + '��. d; �# +� 1 .., , 11 , ■ �y r - N. fail lot in ■ 1 i ■ra IN I ti .■ ■ r, :m . Troia 11 - 3iI • To I NJ r Iki ■ 4�� �. _ � ACCOUNT NO. FILE CITY OF ARLINGTON WA' I & SEWER DEPARTMENT APPLIC ' ION Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at 3 2- in or ear Arlington, Washington, for which I agree to pay in advance ?,-Vc&� B�o of �{r[j h Ir0VT and in accordance with existing ordinances kind regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: (�A vlbts'_t/e � V � Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ ca Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 0 M ( co Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ r•-i aJ Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . $ � L � Top-In Charge. . V' .. . . . .. .. \. . . . . . . . . . . . . . . . . . . . . . S S�Qr�� P p m Equalization Fee . . . . . . . . . . . $ (� c ►r��f vice. line �, ter Service Co ecti n Charge (Metering Charg r Z o 2 >: f cJ i l 1 � sz vv o�� 4 w ~ a.a. U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a v ¢ Sewer in Extension. . $ 1 = w N W w a � w � N M o o Sewer Main Reimbursement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ F— U. w HLL Zm t $ Side Sewer ermit(s). . . . . . . . . . . . . . . . . . . a JW y CM x = o I \ , �j a U/ D6° Sewer Servi goh { W oNU w o oNy = �J a ►- ►- � $ an w z p Total. . . . . . . . . . ^� � r I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordant wit existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, A�A 'NknP6�A to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred, I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liasbiiliitty for any damage as a result of interruption of service from any cause whatsoever. ® 0 '� OWNER DA': ADDRESS ©s r"� � ti . �, S O a tQ o° � z fD H T C C Q c y ti n C rA C c 0 c cn c T C R N t9 A f9 fD G c ■ ■ MIIIl MEE- - - mom - — • -r r r . . f 0. 0 . - � . . F - � � I . I■ J . . r ■ I ■ Mi r . ■ Is ■ � � � .MCI.W�mEs �. 9.61i EL aw - - II • -IN mimmi ■ 1 - ■ -mr ■ - r r r -■ ■ ■ - ■ i ■ �� - � - r� . . g T — m■■r ' - - — ■ — I _ I ; ,M.. %. ■ ■ rs f ■ r - 1 mom ----or --gm n - - - nit ■ _ - ■ ■ - - . r - ' . . . 1 . �� M. - - . .� . . . ME E-0 • . . ■ LMAM ME I I I No ' ■ ■ ■ ■ ■ - r ' _ ■ ■ ' - ■ ■ - - - - ■ aid 1 . . - P. e 1 r� , ■ Cry of ARLLIVGTON Building Department PLANNTNG AND ZONfNG REyTE N I. ZONNG COMML LNCE: A. Zone Classification. B. P=-,nit Use: Yes No C. If no, extension of non-catuormin; use: D. Minimum loc size ;ecuired: Shown: E. Yard Requirements: R=uired Shown 1. Front 2. Side 3. Rear F. �ei,ht =Ii tadcns, 'Maximum G. Landscanin; and plan required: Yes No Parxin�: 1. Off-street perm- required: Yes No 2. Plan orovided: Yes No 3. A.decu= par-�cincr provided: Yes No U. LOT COVE UGE A. ALLOW=: MOREf=- S SnOW +': APPROVED NOT APPROVED DE—7Rb NA i ION OF S.E.P.A. CATEGORICAL =X EN.- Gr tON .Action / .-kodc ation i itie: = Brier Desc^prion or action: 2T Code 1-efe:•ence allowing ezernpdon: w.�.c.:47-t1-aoo 1 (i)b ?arson maldnz de:e^ninadon: Date: `.wai 11�aem18PS�?1.:im �.:.: I CITY OF ARLINGTON CONSTRUCTION PERMIT f ❑ COMBINATION Of BUILDING ❑ MECHANICAL PLUMBING ❑ PERMIT NOS j OWNER MAIL ADDRESS CITY ZIP. PHONE /f�x 299 L,+a. 9 g2.s� 5-z'7s3� ARCHITECT OR DESIGNER MAIL AUURESS CITY ZIP PHONE r1�NNi s C.yi��-�s /9 34y/Z7 GENERAL CON I RAC TOR MAIL ADDRESS CITY Zip PHONE LIQNSSt 0 L�� ` MICHANICALCONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE IF PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N / �LCf/�ic% �/yhi//>> •q 3 CLASS OF WORK tr NLW ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI IION ❑BUILDING RELOCATION ALUAI ION Of WORK s /G 'el v�d DESCRIBE WORK (Yd/7 zy/4, 2 C U/7/ T' 7- 119/1 0] PROPOSE U USE OF BUILDING 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLUAL OE SCRIP I ION UI PROPERTY(SHOWN BELOW URAl TACIT FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NIJMF3FIT rnoM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCEOF a CONSTRUCTION.PERMIT EXPIRES t YEAR FROM DATE OF ISSUANCE. = SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE O 100 AuoR SS (01'PtCQ Usk ONLY) PLUMHINO LICIIANICAL NO. TYPO OF PIXTURQ PQQ x'i PIXTURQS No. TYPQ OF UQUIPMPNT PQQ x,t PIXTURQS -2 ATRR CL09RY(TOILRI) 17.00 ►IR COND.UNr0-IIP. PA d .Bt•• lATIITUB 17.00 UIFRIGBRATION UNITS—II.P.BA l4lip.IIt•• .AVATORY(WASH BASIN) 11.00 IORMRS—II.P.EA. Igtip.Na" 111OWEIt $7.00 JASI PUtBD A.C.UNr19—TONNAGES d .Alt•' CITCIUSN SINK A DISPOSAL 11.00 FORCED AIR SYRMMS—O.T.U. MBA 19.00 ISIIWASIMP. 17.00 iVALL HEATERS—B.T.U. m $9.00 AUNDRY TRAT 17.00 )NIT HEATERS—B.T.U. M 39.00 ' %011189 WASHER $7.00 IVAPORATIVBCOOLURS 2_ ATUR HEATER. 17.00 :L0nl29 DRYERS 1630 1RINAL 37.00 VENTILATION PAN 1430 )RINRINO FOUNTAIN 17.00 tANGR ROOD COMRIBRCIAL $630 ILOOR DRAIN 17.00 UK HANDLING UNIT— CPM VACUUM BREAKERS 17.00 rTOVE 1630 LOOF DRAINS—RAINLEAD13RS $7.00 AffrAL PIREPLACE A CHIMNEY 1630 IINE: SERVICE—BAR.ETC 17.00 NATBR IIRATM 1630 )AS PIPING •o to S-13.00,&ddol.-1.7S _ ulpmad IIa mut be provided SUBTOTAL I BUB TOTAL PIILMrT I PERMIT TOTAL PBQ F I TOTAL PEE SIOL YARD Si I BALK STREE 1 SL 1 BACK REAR YAIIU SETBAtk PLAN CIIECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE /UNI LOT ARF,A VACANT SITE sw 7-c'f $'/c:7 ❑YES ❑No FEES - VALUATION FEE I YPE VE CONS loccurANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VO 1 sI/E Of BuwUILDING . No,or srvan.s MAX,Mnx occ.Lonv • _ PLUMBING r IRE SPRINKLERS REQUIRED ❑YES NO MECHANICAL i OCT 11 '96 07:41RM WASH L_&I EVERETT 1FL P. 1i3 a & CSIS STATE or WASHINGTON Dzpartment of Labor & Industries 8625 Evergreen Way, Suite 250 Everett, WA 99208-2620 (206) 290- 13U9 (sran) 429 -1309 z.LEE AX Tr�A smrrlA.L iflb 2� TO: FROM: MESSAGE: NUMBER OF SIZEETS INCLUDING COVER: FROM FAX MAcITINE plIONE NUMBER: 2 9 4-1375 tsCan 4 2 9- 1375 Hugo Lindblom Electrieai Inspector Department of labor and Industries OwisiAn of evilding and C4m3truCtkin$afgty InOPMion - Flactriud Sez(on 8625 Evergreen Way Suite 250 8-s a.m_2061290.1330 Everett WA 98;?08-2620 206/290-1309 OCT 11 '96 07:42AM WASH L&I EVERETT 1EL P.2✓3 ELECTRICAL 1063743 WORK PERMIT APPLICATION 1.... ,rr.........,. y, , t►xalcaat+ecter T .,.. ... _ ._�{�......�00 .... :Cr Cff lob waivd by � �. ............... �...................... _ J .......... ._�, 8., .x.,.,,....5 ...........,.1� �: . .... ... �► ,..r . :........ .. . lownced . ......................_. .,.., ............ iCoMrsawacme ............ ........... ......................... .. ........ . ' ��•(Y/� ..wit ,rll,(�,/'t/me, *Ulm .. ., „� ,ri., „�,�•�, (, �L,6�....::::�.4 ,........r !v. Beemes permit when ,perly iVidatid.' .,,:..�:............._....................�..... sur.t� '� )War 1 to k i�ua E parm7ont tr►poe uae oal .r �rva. ................ d . ........., i � 1 lmretry°�+rY that[tarti the owner(or iutlior;ie ........... ..................... named property ar a bepttod 40CUical contractor(or the trams above 4 E C E 1 V E E7 13:15 147$3 in cm ed aaant)and am tnahina the electrical instaittion or alteration i th l chaptea 19.2a ltcw. JUL 24 W6 4 t i �B1IEA WA ./ 77 ,..• r,7. .ray' � ;� .•`..�: �',.' �' • t r1• � . '. � CO) �. e IL CL W ~ ku C5 ac z : 1 L � to c ` ,� n �+ Lou H V tA ;,6 � �, � o � � � i wr I , J � I • n w :c _ I I•�fv I �i—�• I � = I ,I• I Is1�_•1(��1 1 J �'�I '�•Z ��•Ste. 4 • '1�� i�C1' i1 • I I : •'ll OCT 11 '96 07:43AM WASH .L&J EVERETT 1FL P.3/3 511-7 through$13.3 a 13.2. claeelnto„of tocadonr. ing and equipment alterations as a result of changes in (0) "Qw Floor Levot. Any pit or deprftaion below level the area classification, I of the ltangarfloor"be LtimYed as a CWFr I.l�ivrsion 1 bes- tfo te I n that shall atdettd up to floor level_ (d) Arras Su *cut oft ettd"W'd a W. we" (b)Amu Not Cut Off or VwjM a }. The enure area of ow WV whkh twrtn **'"°s or vePOM are not"to be reloassd. l�^B WY �and such as stoo morns.etgcttlw=1trOI,�,s,find OVIM slm�- �.�►r *,W ft iscias not suit- tar kx�bOr>s,shoo not be danMw w'fere adeq-WWy ably art off from the htrngar,shag be ofeasAW as a Ctrs I,DIA. _ wd wtwre sfon 2 location up to a level 18 In.(457 tnm)above the floor. ° "oly nrt off ream thF,heryar itlSeif by wails or (0) ttrlc411tyr of Akaraft The area wwh n 5 ft(1.52 m)hori_ !t !. mrKa�r from aMM Pier plants or airtaslt fuel tanks shall be 513^$. tNking and Equlpttwrt!n Class I olta+allbtl as a pss I,Division 2 location fhat shall L Oropwas. AN tt wn t; the floor to a level 51t(1.52 m)above the��uxtam !nq rind egt+IPmerlt that,s or may be inndl113d or ; 90 and of a �PPer iurfa0e any Of 0M Coss 1 rotations deleted in Section 513 �n engine enGostrre». AlY with the appI ie ptovf8i m of A We 501 ALI wbxtg IrrUled In order to Properly�+fY the area iu accordance with In cabor Under UV I`Wgar f1l"shall wnply wdh 1h8:equfrornsttW i. ' socdosa,it is necessary to obtain information on the air- for Claus I,Uivlslon 1 looaborts.V1bWQ suet+WN w ford In Ili puking patterns,the types of aircraft,and the o r- vim•� or dt=,adequate d(ak't ris to be perforned in the han age 1mes?a lie pa M wil:and I gar,See Figure S 13.1. ���spell not l�p�:ed wdhk,trltr gam®oorttpartrr+er�wkh �) Consideration of future changes in aircraft types and any 60fvm other than piped co,,npfessed air bons is appropriate to 2void the need for costly wir. a Nonnntardnus Arc.Drdta1g e.p0. mend ..._. .. f ... •.............. .... n 1N&togtlon nlyer E bo designed to prevent loft earape of Sparks—sec.513.5(e) t'IaSs 1 S R l Div.2 :Non. us t' Class 1 • Division ,,. r Y Cu 1 5 rtj rotation 1e In. PA area—Class 1 Dlv.2 t9 N. 1•Div.t —Pit , r Chas 1,Dlvbton 2 Chas t,Dlvleleri 2 t Ji f Figure SI3-1, Am4 das#jwtiOn ip)dirtrm)e banga, ! �I 1096 NATIONAL ELECTRICAL.CODE HANDBOOK 567 t, ■ �,x A IN No No 94 NEIRM � . ME ME MEME 'I ■ ■ ■ MEN u iY 1 ■ ~: `' ■• I ■ ■ ■ 1 7 Nor ■ ■ MMI 00 16 1 r 0J 0 J OCT 11 196 07:43AM WASH 1_&I EVEPETT 1ELIL wif --- �� y 1' f CITY OF ARLINGTON 400 Building Department June 28, 1996 Mark Thompson CCOAdov Crest Northwest 3813 168th Street NE Suite 2 Arlington, Washington 98223 RE: Permit Application Dear Mark: The submitted drawings have been reviewed for compliance with the 1994 edition of the Uniform Building Code and the Arlington Municipal Code. The following items should be addressed prior to occupancy of the building: 1) Provide estimated construction costs for storm drainage and water line for hydrants. This is to determine the plan review fee for on-site utilities; 2) Drawings for the proposed water lines and hydrant - 5 (five) copies should be submitted. Sinc ely, D• id W. Anderson Building Official DWA/rs 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 �. _; ., I `~ .� .1! / } City o± Arlington building Depazcment 238 North Olympic Avenue Arlington, Washington 98223 ( 360) 435-0724 Plan aoalysie based on the 1994 Uniform Building Code Projact Numbers 96-2061 Data : July 7' 1996 Pryject Names MARK 1HOMPS3N Address : 17232 59TH DR NE Contractor : CAEBT NDRTHWEST occupancy : S5, S1-S5, Sl Arohitect : DnNNIS CHIVERS Construction : II-0 / 1-N Engineer: Report By : DAVE W. ANDERSON NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 UBC. It is a guide to seIecteo sections of the code. Report created using Plan Analyst syFtware by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Lniforc EuiIding Code with tne permission ol the injerrational [amseence cf Building Officials. EECTIUN v 1 UIRECTION BDUNDARY AREA INCREASE PZRE PROTEC7I0N NORTH Property line 19. 0 Fset 19. 0 Feet EAST Property line 41. 0 Feet 01. 0 Feet SOUTH Separation wail 0~ 0 Feet 0. 0 Fast WEST Property line 33. 0 Fec : 23. Z Fem, Allowable area increased 16. 25% for open area qn siaes. -- Sec. E05. 1 FL NAME OCC MAX FLR WREA ALLOWED RATIO STATUS ___________________________________________________________________ 1 Hanger S5 ok 1008 13950 0. 07 ok l HanGer St ok 1008 11950 0. 07 ok 1 Hanger S5 ok 1006 139fo 0. 07 ok 1 Hanger S5 OR 1008 1ES50 0. 07 ok 1 Hanger S5 o4 1006 13950 0. 07 ok 1 Hanger S5 ok 1008 13950 0. 07 ok 1 Hanger S5 DR 1008 13950 0. 07 nk 1 Storaga/Stock Room S1 OR 50+ 13950 0. 04 ok TOTAL FOR FLOOR 7560 139fo 0.54 u -� BUILDING TOTAL 7560 13900 0. 5* 01-i The allowed area for the major use was used for minor accessory areas. NOTE: Accessory area cannot exceeo the allowed area in Table 5-B. -- Sec. 503. 3 exc. 1 The actual height of this building is 16. fser . The maximum height of the building is EZ. feet . -- Table 5-B I Code revisw fnr: � Project ld. : MASK 7HLMPhWi � Address : 17832 59TH DR N-,'-* EXTERIOR WALL FIRE RATIAB5 A4D DPEWIMG PROTECTION Table 5-A N�RTH Fur Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall wrotection Material Required S5 1 hour 1 hour None Non-Comb No S1 1 hour 1 hour None Non-Comb No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S5 0 hour 0 hour None Non-Comb No S1 0 hour 0 hour None Non-Comb No SOUTH AREA SEPARATION WALL - See requirements listed later in this report. WEST For Gearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required 95 @ hour 0 hour Hone Non-Comb No S1 0 hour 0 hour None Non-Comb No None -- No fire protection requirements for openings. 3/4 hour -- Dpenings are to be prctacted with 1, 4 hr fire assemcIles. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Ese. Maximum single window size is 84 sq. ft with no dinorsion greater than 12 feet. -- Sec. 713. B Not Allowed Openings are not permitted in this wall . OTHER BU!�DING E"ENEHTS Fable ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 0 hr Interior nonbrg wall Noncombustible 0 hr Structural Frame Noncombustible 0 hr Exterior Struct Frame Noncombustible 0 hr See footnote #I Floor/Ceiling Assembly Noncombustible 0 hr See Footnote #9 Roof/Ceiling Assembly Noncombustible W hr Stairs Noncombustible None FOOTNOTES: 1 ) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307. 2. 2 OCCUPANCY SEPARATIONS -- Table 3-B S5-S1 1hr Page h 3 Cone review for: Project Id. : MPRK T[CMPSEN-. Adcress : 17832 59TH DR NE KEATING EQUIPMENT SEPARATION: FO9 S5 OCCUPANCY: A 1hr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400, 0wW BFU input. -- Sec. 302. 5 FOR S1 OCCUPANCY: A 1hr occupancy separation is required around rooms containing a boiler or central heacing unit greater than 400, 000 BTU input. -- Sec. 302. 5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an S5 occupancy. SECTION # 1 EXIT REQUIREMENTS ,, FL NA NUmB MIN MIN PPNIC RATED DOOR NOTES OCC EXITS WIDTH HOWR CORRIDOR BWING --------------------------------------------------------------------------- 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger L 1 'Z�. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/� 1 Hanger 2 1 8. 0 No o N/R* I Hanger No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Storage/Stock Room 2 1 6. 0 No No N/i;, TOTAL 16 2 0. 3 No No N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003. 3 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1013. 1 Main exterior exit doors which obviously and clearly are identifiabIe as exits need not be signed when approved. -- exc. 1 Door swing is based on Sec. 1004. 2 except as noted. Occupant load factor is based on Table 10—A. Number of exits is based on Table 10—A except as noted. Exit width is in feet and based on Sec. 1003. 2. Exit width is to be divided aoproximately equally among exits. Width shown for all areas is based on other exits. (0. 2) Width shown for 1st Yloor is based on other exits. (0. 2) Width shown for other floors & basements is based on stairways. (0. 3) For the minimum width of doors, see Sec. 1004. 6 For the minimum width of corridors, see Sac. 1005. 2 For the minimum width of stairways, see Sec. 1006. 2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge or surface—mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface—mounted hardware. The unlatching oF any leaf shall not require more than one operation. -- Sec. 1004. 3 I I ; y Page # 4 Code rsview fwy : Project 1d. 2 MPAX 7KOMP504 Address : 1783L 597A DR N� LOCAS AND LATCHES: All means of el"ess uuors shall be readily cpenable from tne side from which egress is to be made wi :hout the use of a key o� special knowledge or effort. ^— Sec. 1004. 3 Key—locking har'ware may le used on the main exit *hen the main exit consists of a single door, or pair of doors if there is a sign statin.c THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door ( s) must swing without opzration of any latching device. -- exc. LANDINGS AT DOORS: 1 ) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1004. 9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches. -- sec. 1004. 10 TRAVEL DISTANCE: The maximum travel distance in this building is 150 feet. -- Etc' BUILDING ACCESSIBILI-FY : 1 ) This building including each tenent small be prcvi �ed witV at least one entrance which complies with the accessible routs pr7 ^ isions o ' CABO/ANSI A117. 1 . At least 50 percent of all entrances s�aIl be accessible. -- sec. 1103. 2. 3 2) When more that one exit is required from any accessible snane, eac4 accessille portion of the space shall be served by not less than � 40 accessible means of egress. -- Sec. 1104. 1. 1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 42 inches between the handrails. The stairway shall eitherincorporate an area of refuge within an enlarged story—level landing or shall be acceased fron an area of refuge. -- Sec. 1104. 1 . 2 The area of refuge small have oirect access to the stairway that serves it. -- Sec. 1104. 2. 1 4) Each area of refuge shall be sized to accommiodate one wheelchair space not less than- 30 inches by 48 inches frr each 200 occupants, or portion thereof. -- Sec. 1104. 2. 2 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one— hour fire—resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control Sssemblies with a rating not less than 20 minutes. -- Sec. 1104. 2. 4 6) Two—way communications are required. -- Sec. 1104. 2. 5 7) Each area must be identified by a sign stating AREA OF REFUSE and the international symbol of accessibility., 8) NOTE: Exit stairways in buildings protected throughout by an approvez, automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104. 1 . 2 exception 42 ROOFING REQUIREMENTS : 1 > The roofing on this building is reqnired to be Class B or better. -- Table 15—A 2) Bee section 1504 and ICBO research reports fcr ryquirsments. s, r r� r� Code review for. . Project Id. : MARX THONPSOi-,� AbOress ; 17832 59TH DR �E AREA SEPARATZON WALL REQUIREMENTS: 1 > The area separation wall is reguire± to be a 2 hr fire assembly. Openings are limited to 25 percent of the Ienyth of the wall and protected with a 1 1/2 hour assembly. -- Sec. 504. 6. 2 2) If the building has a projection, 1hr protection is required an the exterior wall each side c7 the a�sa aeparation wall equal to the Lepth of the projection. -- Sec. E04. 6'3, exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend througn the projection. 3) If the area separation wall terminates at an inside corner, seo the article in ' Building Standards' Sep/Oct 1982 for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904. 2. 2 Mote : Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq. ft of opening in every 50 lineral feet of wall. if ther^e are 100 or more sprinklers, all valves controIing the water sopply and water—flow switches shall be electrically monitored. Valve monitoring and water—flow alarm and trouble signals shall be distin=tly different and EhaIl be automatically transmitted to an approved central station, remote station oY proprontary mcritorin=- station. -- Sec. 904. 3. 1 _ STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. —~ Table 9—A FE]TNOTES: VENTILATZCN : All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202. 2. 1 WALL AND CEILING FINISH: 1 ) Wall and ceiling finish materials are required to comply with Sec. 804. 1 and Table 8—B. 2) Carpeting on the c2iling is req�ired to have a Class I flame spread rating. -- Sec. 804. 2 3) Textile wall coverings shall have Class I flama spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U. B. C. Standard No. 6-2 -- Sec. 805 INSULATION NOTES: 1 ) All insulation material including facings are raquired to have � flame—spread rating of 25 or less anu e maximum smoke density of 450. -- Sec. 707. 3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ,� I Code povo --'W For.. Project Id. : NARK THONPSCN Address : 17832 59TH DR ME GLAZING 9ERWREMENTS All glazing in hazardous locations is required to be of safety glazing material . -- Sec. 2406. 3 & 2436. 4 Locations : 1 ) Blazing in ingress and egress 0oors except jalousies. 2) Glazing in fixed and sliding panels of sliding docr ass2mbIies and panels in swinging doors other than wardrobe doors. 3} Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, .bathtubs and showers Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. . 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Blazing ia an ind ividual fixed or cperahle panel, other than to ose locations described in items 5 and 6 aoove, than wsets all of the following canditions : A. Expcsew area of an individual pant greater than 9 square feet. B. Exposed pottcm eige less tnan 18 inches above the flccr. C. Exposed tap edge greater than 36 inches alove the flour. D. One or more walaing surfaces witNin 26 incheo horizontally of the place of the glazing. 8) Blazing in railings regardless of height above a walking surfa=e. included are structural balaster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when tt2 bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surTace. ADDITIONAL REQUIREMENTS: For S5 occupancy For S1 occupancy I %22 ¥ 7 Cody review fort Project Id. : MARK THOMPBO!-1 Addoess : 178a2 59TH DR NE ACCEESIBLE FqC1L7T1ES: NOTE: Except as notad, sect - on numbers listed below are from CABO/ANSI A! 17. 1 — 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking Fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105. 4. 1 AocessibIe :nits must comply with the following : 1 ) Spout is to be within 36 inches of the floor. -- Sec. 4. 15. 2. 1 2) Spout arranged for parallel approach snalI be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4. 15. 2. 2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4. 15. 2. 3 4) Operable parts shall be located at or near the front edge oF the unit and shall comply with 4. 25. 4 -- Sec. 4. 15. 3 5) A cantilevered unit is required to extend 17 inches minimum fro-�; the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4' 15. 4. 1 6) Forward approach omits shall comply with 4. 2. Units in alvoves shall comply wit!' 4. 2. 4 . 4' Units Mt having the necessary knee and toe clssranve or clear space under them s4all comply with 4. 2. 4 and have a clear Flcor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4. 15. 4. � TOILET FACILITIES: 1 ) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4. 16. 3, 4. 2. 3 & Fig. B4. 2. 3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the =entarline of the water closet shall be 18 in. Sec. 4. 17. 1 3) When the accessible water closet is not in a stall : The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4. 17. 2 & Fig. B4. 17. 2 4) When the accessible water closet is in a stalI : The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4. 18. 3. 1 If the door swings into the stall , the required depth shall be increased by 36 inches minimum. -- Sec. 4. 18. 3. 2 Q Fig. 24. 18. 3. 1 5) The bars are to be 23 to 3i inches abnve the floor and shall be provided on the rear wall and on the side wall closest to I r� r� oLde review fo� . Project Id. : MARK THOMPSUN pddcssE 17832 59TH D3 NE to tne water closet. -- Sec. 4. 24. 2. 2 & Figs. E4. 17. 3, G4. 17. 4 and 54. 13. 3. 1 a) Side grab bar is required to start within 12 inches of the tackAall and extend to 54 incnes frc: the back wall. (The minimum length of the bar is 42 in) -- Sec. 4. 17. 4. 1 & Figs. B4. 17. 3 and B4. 18. 3. 1 1) The rear bar shall be 24 in long minimum, centered on the water closet' Where space permits° the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4. 17. 4. 2 & Figs. B4. 17. 3, B4. 17. 4 and B4. 18. 3. 1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4. 17. 3 & Fig. B4. 17. 3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4. 19. 2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless tney are 30 inches apart minimum. -- Sec. 4. 19. 3 9) Accessinle lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from ths floor to the bottom cF the f—ont edga c ' the apron. -- Sec. 4. 20. 2. 1 8 Fig. D4. 20. 3. 1 10> It shall extend 17 incheo Tirimum from tne wall. The cliar Ano.-Z space small be 8 inohes in depth minim�m at 27 inches minimum allove the flour and 11 inches iD depth ainimom at 9 in zinimwi above t4e floor. The dip u ? t5w overflo* snalI be ignored when checking the clearances. -- Sez, 4. 20. Z. 1 & Fig. 54. 20. 3. 1 11 ) A cl2ar floor space cf 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4. 20. 3. 2 & Fig. B4. 20. 3. 2 12) Water supply and drain pipes :nder lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4. 20. 4 13) The bottom of mirror is required to be within 38 inches of the floor. -- See. 4. 16. 6 & Fig. B4. 20. 3. 1 SECTION # 2 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Separation wall 0. 0 Feet 0. 0 Feet EAST Property line 41 . 0 Feet 41 . 0 Feet SOUTH Property line 40. 0 Feet 40. 0 Feet WEST Property line S3. 0 Feet 33. 0 Feet Allowable area increased 32. 5% far open area on 3 sides. -- Sec. 505. 1 :r I r� r� Page # 9 Code revizw for : Project Id. : MARK THOMPSON Address : 17832 E9TA DR NE ��- NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ________________—______—__________—_____________—__—______—_____ 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger B5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 o4 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 op 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger, S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Hanger S5 ok 1008 15900 0. 06 ok 1 Storage/Stock Room S1 ok 504 15900 0. 03 ok TOTAL FOR FLOOR 13608 15900 0. 86 ok BUILDING TOTAL 13608 15900 0. 86 o4 The allowed area for the major use was used for minor accessory areas. NOTE: Accessory area cannot exceed the allowed area in Table 5—B. -- Sec. 503. 3 exc. 1 The actual height of this Onildtng is U. feet. The maximum height of the building is 53. feet. -- Table 5—B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION TabIe 5—A N 0RT!, AREA SEPARATION WALL — See requirements listed later in this report. EAST For Beari7g Non—Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S5 0 hour 0 hour None Non—Comb No Si 0 hour 0 hour None Non—Comb No SOUTH For Bearing Non—Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S5 0 hour 0 hour None Non—Comb No S1 0 hour 0 hour None Non—Comb No WEST For Bearing Non—Dearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S5 0 hour 0 hour None Non—Comb No S1 0 hour 0 hour None Non—Comb No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. ~� r� wags 4 CO2e r2vinn for;: Pncject Id. : MARK THOMPS0�1 Address : 17S32 59TH DR NE 50% cf the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503. 2. 2 Maximum single window size is 84 sq. ft with no dimension greater than 12 feet. -- Sec. 713. 8 Not Allowed -~ Openings a~e not permitted in this wall. OTHER BUILDING ELEMENTS Table 6-;�'i ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 0 hr Interior nonbrg wall Noncombustible 0 hr Structural Frame Noncombustible 0 hr Exterior Struct Frame Noncombustible 0 hr See footnote #1 Floor/Ceiling Assembly Noncombustible 0 hr See Footnote #S Roof/Ceiling Assembly Noncombustible 0 hr- Stairs Noncombustible None FOOTNOTES: 1 ) Elements in an exterior wall located where openings are not permitted cr where protention of openings is required, shall be protected against exteonal fire expcsure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 9> In areas witn vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. '~- Soc. 307. 2. 2 OCCUPANCY SEPARATIONS -- Table 3-B S5-S1 HEATING EQUIPMENT SEPARATION. FOR B5 OCCUPANCY: A 1hr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400, 000 B7U input. -- Sec. 302. 5 FOR S1 OCCUPANCY: A 1hr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400, 000 BTU input. -- Sec. 302. 5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder- of the building as required for an H7 occupancy regardless of area. � horizontal occupancy separation may be limited to the actual fIoor, area of the machinery room. Structural supporting elements shall be protectsd for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an S5 occupancy. | | Page # 11 Code revie" for: Project Id. : MARK THOMPSON pddrsssn 17332 a9TA DR NE SECTION # 2 EXIT REQUIREMENTS:: �L NAME ��MB MI� �IN PANIC RATED DOOR NOTES � OCC EXITS WIDTH HDWR CORRIDOR SWING _-______________-____ ___ _______ ____________ 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. 0 No No N/R 1 Hanger 2 1 0. @ No No N/R 1 Hanger 0. 0 Mo No N/R 1 Hanger 2 1 0. 0 No No h/R 1 Storage/Stock Room 2 1 0. 0 No No N/R TOTAL 28 2 0. 5 No No N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003. a Exit signs are required from all areas w:era 2 or exits 6Pe requlro -- Sec. 1013. 1 Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- exc. 1 Door swing is based on Sec. 1004. 2 oxc2pt as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec. 1003. 2. Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0. 2) Width shown for 1st fIoor is based on other exits. (0. 2) Width shown for other floors & basements is based on stairways. (0. 3) For the minimum width of doors, see Sec. 1004. 6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Eec. 1006. 2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge or surface-mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching oF any leaf shall not require more than one operation. -- Sec. 1004. 3 LOCKS AND LATCHES: All means oF egress doors shall be readily openable from the side from which egress is to be made without tne use of a key or special knowledge or effort. -- Sec. 1004. Z Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair oF doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door ( s) must swing without operation of any latching device. -- exc. codo ravi2w fo�� Project Id. : MARK THOMPEDN Address : 17832 E9TH DR NE LPNDINGS AT DCSRS� 1 } A floor or landing shall by provided on each side cf doors. When access for persons with disatilitiss is reccired. the floor or landing shall not be more than 1 /2 inch lcwer^ than the threshold. When access is not rsquired, the maximum is 1 inch. -- Sec. 1004. 9 2) Landings shall have a width not lwss than the width of the stairway or width of the doorway, whichever is the g'eater. The minizum length in the direction of exit travel is 44 inches. -- Sec. 1004. 10 TRAVEL DISTANCE: The maximum travel distance in this building is 150 feet . -- Sec. 1003. 4 BUILDING ACCESSIBILITY: 1 ) This building including each tenent shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117. 1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103. 2. 3 2) When more that one exit is required from any acCessible space, each accessible portion of the space snail be served by not lasS than twC accessible means of egress. -- Sec. 1104. 1. 1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width oF not less t4an 4E inches bstxeer the handrails. The stairway shall zitherincorperate an area of Pef'/ge hithin an enlarg2d story—levsl landing or shall be acnessed fro� an area of rEfu2e . -- Sec. 1104. 1 . 2 The area of refuge shall have direct access to the stairway that serves it . ^-- Sec. 1104. 2. 1 4) Eac� area of refuge shall Le sizsd to accomxiodate one wheelchair space not less than 20 inches by 48 inches for oach 20@ occupants, or portion thereof. -- Sec. 1104. 2. 3 5) If the area of reFuge is not within the stairway, it shall be separated from the rest of the story by a sooke barrier having at least a one— hour fire—resistance rating. Smoka barriers shall extend to the roof or flour deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104. 2. 4 6) Two—way communications are required. -- Sec. 1104. 2. 'Z 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. B) }K]TE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104. 1. 2 exception #2 ROOFING REQUIREMENTS: 1 ) The roofing on this building is required to be Class B or Letter. -- Table 15—A 2) See section 1504 and ZCEO rcsearwh reports for rsquirements. AREA SEPARATION WALL REQUIREMENTS: 1 ) The area separation wall is required to be a 2 hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour asssmtly. -- Sec. 504. 6. 2 2) If the building has a projoction, 1hr protection is required o-;.. the exterior wall each side of the area separaticn wall equal to the depth of the ^ . . � projection. -- Sec 5�4 � 3 exceptions If the projection has a concealed space at the area separation, wall , the area separation wall must oxterd through the projection. 3) If the area separation wall tsrminates at an inside corner, see the article in ' DuiIding Standards' SeP/0ct 1982 for requirements. t; I Code review for: Project Id. : MARX THOMPSON Address ` 17232 f9TH DR NE AUTOMATIC SPRINKLER ByETEMS� if openings are not provided in each 50 feet of exterior wall or there is floor area more than 7T feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904. 2. 2 Notes Openings shall have a minimum dimension of 30 inches. There must 5e at least 20 sq. ft of opening in ever} 50 Iineral feet of wall. If there are 100 or more sprinklers, all valves controling the water supply and water-flow switches shall be electrically monitored. Valve monitoring and water-flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted t: an approved central station, remote station or proprietary monitoring station. -- Sec. 904. 2. 1 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided wita natural ventilation by means cv operaiIs syterior 3penin2s with an area o'T not Isss than 1/20 of ths total floor arja cr s�ajl to prc ,idud witn a mechanically operatod , entilabion systcz' S:=4 51stsm shall be Ospable of supplying a minimum of 15 cubic feet pop minute of nutside air per occupant . -- Sec. 1202. 2. 1 WALL AND CEILING FINISH : 1 } Wall and ceiling finish materials are required to comply with Sec. 204. 1 and Tatle G-B. 2) Carpeting on the csiIing is required to have a Class I flame spread rating. -- Sec. 004. 2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U. B. C. Standard No. 8-2 -- Sec. 805 INSULATION NOTES: 1 ) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707. 3 2) Foam plastic insulations are required to to protected. ~- Sec. 2602 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing materiaI. -- Sec. 2406. 3 & 2405. 4 Locations : 1 ) Glazing in ingress and egress doors except Jalousies. 2) Glazing in fixed and sliding paneIs of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4} Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adja=e:t to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a cicsad position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7> Blazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions : A. Exposed area of an individual pane greater than 9 square feet. 1 7 / Pagu A 1 -4- Code review for : Prcject Id. : MARK THOMPSON Ad2rowL : 17222 59TH D3 NE B. Expos3d bottom edge loss than 13 inches ab2 /e t�g floor. C. Exposed top ed6e greater than 26 inches aloys tne floor. D. One or more walNing surfaces within 36 inches horizontally of the plane of the glazing. 3) Glazing in railings regardless of height above a walking surface. Included era structural baluster panels and nonstructural in—fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10> Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. ADDITIONAL REQUIREMENTS: For S5 occupancy For S1 occupancy ACCESSIBLE FACILITIES: NOTE: Exc2pt as noted, section numbers listed telow are from CABO/AWSI A117. 1 — 1992 WATER FOUNTAINS AND WATER CDOLERS: At least 50 percent of drinking fountains, but not less than one, provided cn every floor shall be accessible. -- UBC Sec. 1105. 4. 1 Accessible units must comply with the following : 1 } Spout is to be within 26 inches of the floor. -- Sec. 4. 15. 2. 1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts oF cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4. 15. 2. 2 3} Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4. 15. 2. 3 4> Operable parts shall be located at or near the front edge of the unit and shall comply with 4. 25. 4 -- Sec. 4. 15. 3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4. 15. 4. 1 6) Forward approach units shall comply with 4. 2. Units in alcoves shall comply with 4. 2. 4. 4. Units not having the necessary knee , I I - Page # 15 C:01 review for� Pyojact Id- : MARK 7HCMPSC�-%; Address : 17Ga2 59TH DR NE and Lae clsanacce or clear space under them shall comply with 4. 2. 4 and have a clear floor space that allows a person in a Wheelchair tu Make a parallel approach' -- Sec. 4. 15. 4. 2 TOILET FACILITIESi 1 ) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4. 16. 3, 4. 2. 3 & Fig. B4. 2. 3 2> Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4. 17. 1 3) When the accessible water closet is not in a stall ; The Clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4. 17. 2 & Fig. B4. 17. 2 4) When the accessible water closet is in a stall : The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4. 18. 3. 1 If the door swings into the stall , the required depth shall be increased by 36 inches minimum. -- Sec. 4. 16. 3. 2 & Fig. B4. 18. 3. 1 5) The bars are to be 33 to 36 innNes above He floor and sNall Le provided on the rear wall and an the side wall closzxt to to the water closet. -- Sec. 4. 24. S. 2 & Figs. B4. 17. 3, E4. 17. 4 and B4. 18' 3. 1 a) Side grab bar is required to start within 12 i:uhes of the backwall and extend to 54 inches froo the back wall. (The minimum length of the bar is 42 in) —^- Sec. 4. 17. 4. 1 & Figs. B4. 17. 3 and B4. 13. 3. 1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4. 17. 4. 2 & Figs. B4. 17' 3, 24. 17. 4 and B4. 18. 3. 1 6) The top of the saat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4. 17. 3 & Fig. B4. 17. 3 7) Accessible urinals shall be of the stall type or wall hung wit!-, the rim at 17 inches maximum above the floor. -- Sec. 4. 19. 2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4. 19. 3 9) Accessible lavatories shall be mounted with the rim 24 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4. 20. 2. 1 & Fig. B4. 20. 3. 1 10) It shall extend 17 inches minimum from the wall . The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4. 20. 3. 1 & Fig. B4. 20. 3. 1 11 ) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maxnmum under the lavatory. -- Sec. 4. 20. 3. 2 & Fig. B4. 20. 2. 2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4. 20. 4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4. 16. 6 & Fig. B4. 20. 2. 1 ,. I City of Arlington Building Department 38 North Olympic Avenue Arlington, Washington 98233 ( 360 ) 435-0734 Plan analysis based on the 1994 Uniform Building Code Project Number : 96-2061 Date: July 3, 1996 Project dame: MARK THOMPSON Address : 17832 59TH DR NE Contractor : CREST NORTHWEST Occupancy : S5, S1-S5, S1 Architect : DENNIS CHIVERS '1 I'.. - _ listed in this_ report c5;?' intended L: �? <_'R f I P l w t 2 listing r o;r `�l - possible 1_I d .: Iq rV � 1_,_. all code t'. requirements 1!F ,:i"!r' 1 %�* 1..�S.i�•• t ..s a gQA2 'tO Se! 20t2CI sections oF the cod Rom= II � r _ 5 y. Report C..'r-'�'c'4�C �G using Plan �I.�a_.��y% _.�t: ..:i::=: :�!-�..-,'�: }�'; b� s��l� ' ��i.�7J -! �6._ r_I,..,.a.t ;^ln of the material contained in thzs prrriarao a(r T ,"?Pr 9dlai=:?d from the Uniform Builjing Code , 1991 adinor) with p2rmission of the - - _ _ _ all ways, _...__sec. 1.06. 3.. v �.. , ._P - :'' . . . WALL �e area r. a separation wall does C _ _ 1t comply with 2 ` p construction. ••__•- sec. 504. 6. 2 and Table 3 .. ,._:_R1-tiR iT TOh; WALL ! ,!2 projection at the. area separation +T`i wall must be constructed f_ r is 1. hr .rating equal to the depth of the projectio-:-f on both sides of bhe separation wall . -- e_:. 504. 5. 2 : i-j....1 SEPARATION W1-1;-_ The exterior wall '.TIdE''r. the {;'r`•L '�%"�';, i -:r t' '�:�'1 s� area separation wall must �I e. constructed for a 1 hr fire rating equal to the depth of the projection on both sides of .the separation !mall. ---- Seen 504. Cam• 3 d --1 STORAGE/HANGER WALL This exterior rn!;:-i11 is required to luiC' assembly, '_' Table -"i 5 i---1 HANGER DOOM,,.. Pr ovine _.?:I.' (+_ ) from ,iis area. _ Table 10-A & Sec.: 1 s"0& 1 A } T ._ - r --�. LANDINGS"u i_��_: I-� I' DOERS I.r.o v i d f: :: landing on both sides i=: r.: door. Notes The 4. step �4 size T`�':_ti ll 1 r�",'�m C Y it • -- Sec. 1004. 10 A—! DETAIL ''JI"' BATHROOM Toilet ._ _ ) indicated are required to comply with the accessibility requirements. -- ANSI Al : .. 1 I PACIFIC BUILDING SYSTEMS Manufactured By Truss-T Structures. Inc. 3 - - 2100 N. Pacific Hwy Woodburn, OR 97071 •. 503-981-9581 CUSTOMER �/��� �I''1�Sa�1 (`T�X ` 41 X I`i 'AZ) TRUSS "T" STRUCTURES, INC. Job No. 9(, - 44.1-25 , STRUCTURAL CALCULATIONS ;J N 1 V ;a 1. Building - Load Data and Material Specifications CITY OF ARL.IN6 i CIN 2. Building Plan 3. Girt and Purlin Data A j�• LEj�� 4. Endwall Frame Design and Details Of WA 1, 5. Bracing Design _ +'c? d 6. Frame Design and Details 7. Reactions ; 7 27 ONAi,E"�' EXPIRES 8/20/ i .��• I Job no. 4473 Building Configuration Building Length = 441.00 ft. Building width = 49.00 ft. Bay Spacing = 21.00 ft. Span Width(s) (ft.) = 17.00 14.00 17.00 Column Base Elevations (ft.) = 0.00 0.00 Left Eave Height = 14.00 ft. Left Column Slope = 0.00/12 Left Rafter Slope = 1.00/12 Right Rafter Slope - -1.00/12 Right Column Slope = 0.00/12 Right Eave Height = 14.00 ft. Special Framinq : ROLLING DOOR TRACK (Doors By Others) Design Loads : Dead Load = 2.00 psf + Frame Weight Live Load = 25.00 psf Wind Left = 00 MPH EXPOSURE C Seismic = Zone 3 Material Specifications Flange Plate Yield Strength = 50.00 ksi Web Plate Yield Strength = 50.00 ksi Rolled Shape Yield Strength = 45.00 ksi Cold-Formed Yield Strength = 55.00 ksi Primary Framing Fasteners = A325 bolts Secondary Framing Fasteners = Grade 5 bolts Recommended Anchor Bolts = A36 bolts Recommended Reinforcing = 40.00 ksi Recommended Concrete = 3000 psi Allowable Soil Bearing = BY OTHERS Allowable Lateral Bearing = BY OTHERS Allowable Sliding Resistance = BY OTHERS r PAGE 3.0 GIRT DESIGN Based on Uniform Building Code Wind Speed ..................... 80 mph (Ge) Coefficients Exposure Factor ................ C Left Wall ......... 1.06 Left Eave Height ............... 14.00 ft. Left Roof ......... 1.06 Ridge Height ................... 16.00 ft. Right Roof ........ 1.06 Right Eave Height .............. 14.00 ft. Right Wall ........ 1.06 Importance Factor .............. 1.00 Building ....................... Closed Wind Stagnation Pressure (Qs) .. 16.38 psf Design Table Indicates Maximum Allowable Girt Spacing @ 15.00 Ft. Height : (Mean Roof Height) Ce=1.06 Pressure = 15.63 psf : Cq=0.9 Suction = 15.63 psf : Cq=0.9 Span - ft. 6Z16 8Z16 SZ14 8Z13 OZ12 1OZ14 1OZ12 Design Criteria ----------------------------------------------------------------------------------------- 16.00 9.88 21.28 27.15 32.44 37.68 40.06 70.15 Deflection 9.04 13.62 17.80 22.49 27.02 24.17 36.92 Suction - Fully Braced 3.98* 6.81 9.90 11.24 13.91 12.08 18.46 Suction - Unbraced 7.97 12.54 16.43 20.01 25.79 23.23 35.59 Suction 1-Brace ----------------------------------------------------------------------------------------- 21.00 4.37 9.41 12.01 14.35 16.66 21.25 31.03 Deflection 5.25 7.90 10.33 13.06 16.15 14.03 21.43 Suction - Fully Braced 2.18* 3.63* 5.17 6.53 8.07 7.01 10.72 Suction - Unbraced 3.48* 6.67 8.57 11.08 12.93 12.61 19.11 Suction 1-Brace 4.90 7.72 10.11 12.80 15.87 14.03 21.43 Suction 2-Braces : (center)= 5.00 : (end)= 8.00 ----------------------------------------------------------------------------------------- Allowable stress are increased by 1/3 for wind. Allowable deflection = L/100 f Girt spacing has been reduced when the loaded area is less than 100 sq. ft. I Purlin Analysis for: J4473APD Left Side Width = 24.00 ft. Left Side Slope = 1.00:12 Total Design Load = 27.00 psf Fixed Purlin Spacing = 4.58 ft. Eave Purlin Spacing = 4.03 ft. Left End Setback = 0.33 ft. Right End Setback = 0.17 ft. ----- ---------------- Continuous Purlins ----------------------------------- ------ Eave Purlins ------- --- Left Side --- ------- Intermediate ------- -- Right Side -- 1 Comb. - Maximum - Comb. Bay Bend. Shear Lap Bend. Shear Defl. Dist. Bend. Shear Lap o Unity Bend. Defl. Unity ft. Size k-ft kips in. k-ft kips in. ft. k-ft kips in. c Check Size k-ft in. Check ----- ------------------------------------------------------------------------------------------- --------------------------- 10.17 8Z16 -0.01 0.29 0 0.32 -0.00 -0.05 7.36 -2.58 -0.85 12 R 0.51 8Z16 0.82 0.06 0.16 21.00 SZ16 -2.32 1.11 12 2.68 -0.00 0.57 10.06 -3.53 -1.24 12 R 0.74 SZ16 3.51 1.09 0.69 21.00 SZ16 -3.58 1.19 12 2.17 0.00 0.39 10.65 -3.25 -1.16 12 L 0.74 8Z16 3.51 1.09 0.69 21.00 SZ16 -3.24 1.17 12 2.30 0.00 0.43 10.46 -3.33 -1.18 12 R 0.67 8Z16 3.51 1.09 0.69 21.00 BZ16 -3.33 1.18 12 2.27 0.00 0.42 10.51 -3.30 -1.17 12 L 0.66 BZ16 3.51 1.09 0.69 21.00 BZ16 -3.30 1.17 12 2.27 -0.00 0.42 10.49 -3.32 -1.10 12 R 0.66 BZ16 3.51 1.09 0.69 21.00 SZ16 -3.32 1.18 12 2.28 -0.00 0.43 10.51 -3.29 -1.17 12 L 0.66 8Z16 3.51 1.09 0.69 21.00 BZ16 -3.29 1.17 12 2.24 -0.00 0.41 10.46 -3.39 -1.18 12 R 0.68 BZ16 3.51 1.09 0.69 21.00 BZ16 -3.37 1.19 12 2.39 -0.00 0.47 10.64 -3.02 -1.16 12 L 0.68 BZ16 3.51 1.09 0.69 21.00 8Z16 -3.07 1.11 12 1.87 -0.00 0.27 9.91 -4.40 -1.25 12 R 1.01 SZ16 3.51 1.09 0.69 20.83 8Z16 -4.20 1.44 12 4.16 -0.00 1.03 11.65 -0.00 -1.02 0 L 1.04 SZ16 3.46 1.06 0.68 ----- ---------------------------------------------------------------------------------------- --------------------------- Size Footage SZ16 2875.2 Eave 4 Ridge 16 Defl. 150 ?.: F I I #fffffffff##fffff#ff##fffffffff f f Truss - T Structures Inc. f k f 2100 N. Pacific Highway f � f Woodburn, Oregon 97071 f f f Phone 503-981-9581 f f f ffffffffff##fffffffffffffffffff File Name 14055E5D IIJ G� L&7jC7-1l Ffl,c Frame Title : 4SE12 25/80C 1:12 Prepared by : AL 03-22-94 Execution Options : Analysis Only Number of Analysis Cycles = 1 Reports Generated 1. Member Design Data 2. Forces Moments and Stresses 3. Displacements and Reactions Structural Steel Flange Plate Yield Strength = 45.00 ksi Web Plate Yield Strength = 45.00 ksi Modulus of Elasticity = 29000 ksi Coef. of Linear Exspansion = 0.0000065 f 4SE12 25/80C 1:12 J4055ESD 2 Load Case no. I : DEAD LOA➢ Load All Sections Member Self Weight Load Joint no. 1 -0.00 kips Vertical Load Joint no. 1 -0.00 k-ft Moment Load Sec, no. 3 : -0.01 klf to -0.01 klf at 90.00 deg, Load Sec. no. 6 : -0.01 klf to -0.01 klf at 90.00 deg. Load Sec. no. 7 : -0.01 klf to -0.01 klf at 90.00 deg. Load Sec. no, 10 : -0.01 klf to -0.01 klf at 90.00 deg_. Load Joint no. 11 -0.00 kips Vertical Load Joint no. 11 0.00 k-ft Moment Load Case no. 2 : LIVE LOAD Load Joint no. 1 -0.05 kips Vertical Load Joint no. 1 -0.01 k-ft Moment Load Sec. no. 3 : -0.15 klf to -0.15 klf at 90.00 deg. Load Sec. no. 6 : -0.15 klf to -0.15 klf at 90.00 deg. Load Sec. no. 7 : -0.15 klf to -0.15 klf at 90.00 deg. Load Sec. no. 10 : -0.15 klf to -0.15 klf at 90.00 deg. Load Joint no. 11 : -0.05 kips Vertical Load Joint no. 11 : 0.01 k-ft Moment Load Case no. 3 : WIND LOAD : PRESSURE Load Sec. no. 2 : 0.08 kif to 0.08 klf at 0.00 deg. Load Sec. no. 5 : 0.21 klf to 0.21 klf at 0.00 deg. Load Sec. no. 9 : 0.21 klf to 0.21 klf at 0.00 deg. Load Sec. no. 12-: 0.08 klf to 0.08 klf at 0.00 deg. Load Case no. 4 : WIND LOAD : SUCTION Load Sec, no. 2 : -0.05 klf to -0.05 klf at 0.00 deg. Load Sec. no. 5 : -0.13 klf to -0.13 klf at 0.00 deg. Load Sec. no. 9 : -0.13 klf to -0.13 klf at 0.00 deg. Load Sec. no. 12 -0.05 klf to -0.05 klf at 0.00 deq. Load Case no. 5 : WIND LOAD : UPLIET Load Joint no. 1 0.02 kips Vertical Load Joint no. 1 0.00 k-ft Moment Load Sec. no. 3 : 0.07 klf to 0.07 klf at 90.00 deg. Load Sec. no. 6 : 0.07 klf to 0.07 klf at 90.00 deg. Load Sec. no. 7 : 0.07 klf to 0.07 klf at 90.00 deg. Load Sec. no. 10 : 0.07 klf to 0.07 klf at 90.00 deg. Load Joint no. 11 : 0.02 kips Vertical Load Joint no. 11 -0.00 k-ft Moment Load Combinations : Load Combination no. 1 : DL + LL + Load Case no. I % 1.00 + Load Case no. 2 X 1.00 Load Combination no. 2 : DL + 1/2 LL + WLP �' r I 48E12 25/80C 1:12 J4055ESD 3 + Load Case no. 1 X 1.00 + Load Case no. 2 X 0.50 + Load Case no. 3 X 1.00 Load Combination no. 3 : DL + 1/2 LL + WLS + Load Case no. 1 X 1.00 + Load Case no. 2 X 0.50 + Load Case no. 4 X 1.00 Load Combination no. 4 : DL + UPLIFT + Load Case no. 1 X 1.00 + Load Case no. 5 X 1.00 4BE12 25/80C 1:12 J4055ESD 4 Member Data : f----- Initial End ----- ---- Terminal End ------f Sec. Left Flg. Right Flg. Web Sec. Depth Bracing Sec. Jt. Jt. Coor. E Jt. Jt. Coor. E Lth. Thick Width Thick Width Thick Ini. Trm. Left Right no. no. type hor. ver. C no. type hor. ver. C (ft) (in) (in) (in) (in) (in) end end O.C. O.C. hvr (ft) (ft) hvr (ft) (ft) (in) (in) (ft) (ft) ---------------------------------------------------------------------------------------------------------------------------- 2 2 Oil 0.33 10.96 F 3 001 0.33 0.00 F 10.86 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 7.50 7.50 3 1 Oil 0.33 10.87 F 4 111 16.00 12.17 F 15.72 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 5.00 5.00 5 5 Oil 16.00 12.16 F 6 001 16.00 0.00 F 12.16 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 7.50 7.50 6 4 111 16.00 12.17 F 7 111 24.00 12.84 P 8.03 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 5.00 5.00 7 7 ill 24.00 12.84 F B ill 32.00 12.17 F B.03 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 5.00 5.00 9 9 Oil 32.00 12.16 F 10 001 32.00 0.00 F 12.16 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 7.50 7.50 10 8 Ill 32.00 12.17 F 11 Ill 47.61 10.97 F 15.72 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 5.00 5.00 12 12 Oil 47.67 IO.86 F 13 001 47.67 0.00 F 10.86 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 7.50 7.50 ---------------------------------------------------------------------------------------------------------------------------- X 2.00 130.39 X 5.00 146.05 X 9.00 146.05 X 12.00 130.39 4SE12 25/80C 1:12 J4055ESD 5 Maximum Combined Stress Ratios --------------------------------------------------------------------------------------------------------------------- Member Farces Member Stresses Allowable Stresses Unity Check Max. Sec. Load Shear Axial Bending Shear Axial Bending Axial Bending Components Comb No. Com. Force Force Moment Stress Stress Left Right Stress Left Right Axial Bending Stress No. (kip) (kip) (k-ft) (ksi) (ksi) (ksi) (ksi) (ksil (ksi) (k50 Left Right Ratio -------------------------------------------------------------------------------------------------------------------- 2.01 2 -0.00 -0.63 -1.16 -0.00 -0.24 2.56 -2.56 19.44 36.00 26.93 -0.01 0.07 -0.10 -0.11 3.02 1 1.68 0.14 -5.47 1.81 0.05 12.09 -12.09 27.00 27.00 27.00 0.00 0.45 -0.45 0.45 5.01 2 0.00 -1.77 -2.88 0.00 -0.67 B.57 -0.57 19.44 36.00 26.93 -0.03 0.24 -0.32 -0.35 6.00 1 -1.36 -0.11 -5.47 -1.47 -0.04 12.09 -12.09 20.10 27.00 27.00 -0.00 0.45 -0.45 -0.45 7.02 1 1.36 -0.11 -5.47 1.47 -0.04 12.09 -12.09 20.10 27.00 27.00 -0.00 0.45 -0.45 -0.45 9.01 2 0.00 -1.77 -3.88 0.00 -0.67 8.57 -9.57 19.44 36.00 26.93 -0.03 0.24 -0.32 -0.35 10.00 1 -1.68 0.14 -5.47 -1.01 0.05 12.09 -12.09 27.00 27.00 27.00 0.00 0.45 -0.45 0.45 12.01 2 -'0.00 -0.63 -1.16 -0.00 -0.24 2.56 -2.56 19.44 36.00 26.93 -0.01 0.07 -0.10 -0.11 --------------------------- --------- i � I I 48E12 25/80C 1:12 J4055ESD 6 Maximum Negative Displacements and Reactions ----------------------------------------------------------------------------------------------------------------- Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Com. (in) Com. (rad) Con. (kip) Com. (kip) Com. (k-ft) Com. ---------------------------------------------------------------------------------------------------------- 1 0.0000 0 -0.0019 1 -0.0012 4 2 0.0000 0 -0.0019 1 -0.0013 2 3 0.0000 0 0.0000 0 -4.0008 3 -0.27 3 -1.14 1 0.00 0 4 -0.0001 4 -0.0060 1 -0.0001 4 5 0.0000 0 -0.0060 1 -0.0049 2 6 0.0000 0 0.0000 0 -0.0031 3 -0.80 3 -3.16 1 0.00 0 7 -0.0085 4 -0.3660 1 -0.0049 1 8 -0.0169 4 -0.0060 1 -0.0004 1 9 0.0000 0 -0.0060 1 -0.0049 2 14 4.0000 0 4.0000 4 -0.0031 3 -0.80 -0.16 1 0.00 0 11 -0.0170 4 -0.0019 1 -0.0041 1 12 0.0000 0 -0.0019 1 -0.0013 2 13 0.0000 0 0.0000 0 -0.0008 3 -0.27 3 -1.14 1 0.00 0 ----------------------------------------------------------------------------------------------------------- 4SE12 25/80C 1:12 J4055EED 7 Maximum Positive Displacements and Reactions ----------------------------------------------------------------------------------------------------------- Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Cam. (in) Com. (rad) Com. (kip) Cam. (kip) Com. (k-ft) Com. ----------------------------------------------------------------------------------------------------------- 1 0.0000 0 0.0004 4 0.0041 1 2 0.0000 0 0.0004 4 0.0008 3 3 0.4000 0 0.0000 0 4.0013 2 0.43 2 0.20 4 0.00 0 4 0.0004 1 0.0015 4 0.0004 1 5 0.0000 0 0.0015 4 0.0031 3 6 0.0000 0 0.0000 0 0.0049 2 1.27 2 0.75 4 0.00 0 7 0.0303 1 0.1023 4 0.0014 4 8 0.0602 1 0.0015 4 0.0001 4 9 0.0000 0 0.0015 4 0.0031 3 10 0.0000 0 0.0000 0 0.0049 2 1.27 2 0.75 4 0.00 0 11 0.0607 1 0.0004 4 0.0012 4 12 0.0000 0 0.0004 4 0.0009 3 13 0.0000 0 0.0000 0 0.0012 2 0.43 2 0.20 4 0.00 0 -------------------------------------------------------------------------------------------------------------- r �s r 4BE12 25/80C 1:12 J4055ESO 8 Shear Stiffener Spacing ----------------------------------------------------------------------------------------------------------------- Sec. No. Lth. Load Point Point Point Point Point Point Point Point Point Point No. Eli. (in) Cope. .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 ----------------------------------------------------------------------------------------------------------------- 2 2 130.32 all none required 3 2 108.64 all none required 5 2 145.92 all none required 6 2 96.36 all none required 7 2 96.36 all none required 9 2 145.92 all none required 10 2 188.64 all none required 12 2 130.32 all none required ,o:. 4SE12 25/80C 1:12 J4055ES0 9 Reaction Summary Cum. it. 3 it. 6 it. 10 it. 13 Horiz. 1 0.00 0.00 0.00 0.00 Vert. 1 -1.14 -3.16 -3.16 -1.14 Rota. 1 0.00 0.00 0.00 0.00 Horiz. 2 0.43 1.27 1.27 0.43 Vert. 2 -0.68 -1.82 -1.82 -0.68 Rota. 2 0.00 0.00 0.00 0.00 Horiz. 3 -0.27 -0.80 -0.80 -0.27 Vert. 3 -0.68 -1.82 -1.82 -0.68 Rota. 3 0.00 0.00 0.00 0.00 Horiz. 4 0.00 0.00 0.00 0.00 Vert. 4 0.20 0.75 0.75 0.20 Rota. 4 0.00 0.00 0.00 0.00 Report Complete Val Esc �c 1rs 1 0bTE ; AcTuAL 1 S LEIS `�vE -� A40LT P-L--AL;ioN ( / �- � p6j1,.j5 3,0(A� C�oC.s - UsE �G14- - � �/ '� C 2 5 �oL� ✓A-�-c, = Z�`1 S X Z L 5,9 k srN��� ���� D w A.L�. -D"TZ S LF- A7- Co9--vLrn-s / Z 4AJ6 4 r /aJ I�ASE s ENDWALL COLUMN Design Based on 1906 AISI with 1909 Addendum Zee Size = OZ14 Axial Force P = 1.77 kips compression Bending Moment M = 6.00 kip ft Shear Force V = 0.00 kips Wind or Seismic Load Factor = 1.33 X-Axis Length Lx = 14.00 ft X-Axis Length Factor Kx = 0.65 X-Axis Unbraced Length Lux = 7.33 ft X-Axis Moment Coefficient Cm = 1.00 X-Axis Bending Coefficient Cb = 1.00 Y-Axis Length Ly = 7.33 ft Y-Axis Length Factor Ky = 1.00 Y-Axis Unbraced Length Luy = 3.67 ft. Steel Yield Strength Fy = 55.00 ksi Material Thickness = 0.075 in Unreduced Area A = 1.13 in^2 Effective Area at Stress Fn, Ae = 0.69 in"2 Allowable Compression Pa = 21.70 kips Nominal Buckling Stress Fn = 59.96 ksi Flexural Buckling Stress Fe =100.51 ksi Safety Factor for Compression Oc = 1.92 Allowable Bending Ma = 7.43 kip ft Unreduced Section Modulus Sc = 2.76 in"3 Section Modulus at Stress Mc/Sf, Se = 2.43 in"3 Critical Moment Mc = 14.09 kip ft Elastic Critical Moment Me = 18.84 kip ft Compression Area Moment of Inertia Iyc = 1.13 inA4 Combined Compression and Bending = 0.09 Y s BRACE CABLES FASTENERS RATED 0 BREAKING STRENGTH • - A14D ALLOWABLE LOAD OF EHS CABLE ( KIPS ) BRACE EYE BRACE GRIP EYE BOLT S,MEAIU� F�•T I HEX NUT Ynsru R_sH[n SIZE STR. ALLOW. SIZE IP.EO,D 1/4' S/16'I3/6' 7/16'I In 5/8- 3/4' 7/8' SIZE REO-CI SIZE REdD SIZE RED,o • M1y 1/4 6.65 3.32 5 6ouo :;:: :.,•. t: {: '._, S/8'I 5/8'l s/a'I i`.,�� 5/16 11.20 5.60 6aua I ._ '< =-� �s/s'I 5/s' 60110 ( �' t - 3v ->I•x 1 3/9:I 3/4' 3/4'15.401 7.70 � I 1irtr! >'S i( >3'a '!3/460112 ' 3/4' 7/16 2O.�I10.40 ( 7ia lie' I/2 2 6.9 {3.45 6ou2 7/e' jo l Ll Goa.{- QAFTC R S.=or-s.zE / C-_2z n C..eL:c UAU>.JGH CABLE "CO�1r.1. � �•T•5" tiJ�+s.•ctt{ £tic se-' BQr`•ce. G`zir Hai.c,c G4sr a LJJ - �� RAFTER CABLE Cor.;r,,-r�j=gyE �J- rI.TTS 1 1 _ � Q £arc Bomar B R/•.,cC G FL P E C.`•OLE �OASr CA�C� UASE �7a xs. CA»LE � R.tt�Ge J..�.T•S_' y 112, 10/63443 g 141 76) y:LL L)F� 3,32 C� /� 4) + 01&,3g 4-9s) = 7►5(0 5 a? y S z , 3 C` ►=s �, 00 4)(48/Z�(c� 54. VU-t Z . 0 �1o38 ( /,o�) /,3 ( , 77-4— lf�C, ��_'(IS'�2/2f) -��, 0163�?�,o(p�.7 ,00�J2► � `1-�) GJ, �� 11 7-0 E YJ .l03 s = p, 004 \Iw Z. O,o Z 2(o Cis'/z ) ®'��Z �,�j'yI— �tzdu►.,C� Sun� R O Nc7 xiI @-T Po F(tscu o o fl.T F,, W , fl i Q I ffffffffffffffffffflEfffff#ffi�ff f f f Truss - T Structures Inc. f � f 2100 N. Pacific Highway f f f f Woodburn, Oregon 97071 f f Phone 503-981-9581 f f f IFf�F#*ffff�ffffffffffffffffffffff File Name : J4055CSD Frame Title : 48 FT RAFTER Prepared by : ANL 3/9194 Execution Options : Analysis Only Number of Analysis Cycles = 1 Reports fienerated 1. Member Design Data 2. Forces Moments and Stresses 3. Displacements and Reactions Structural Steel : Flange Plate Yield Strength = 50.00 ksi Web Plate Yield Strength = 50.00 ksi Modulus of Elasticity = 29000 ksi Coef. of Linear Exspansion = 0.0000065 P T 48 FT RAFTER J4055CSD 3 + Load Case no. 4 X 1.00 48 FT RAFTER J4055CSD 4 Member Data --------------------------------------------------------------------------------------------------------------------------- 1----- Initial End ----- ---- Terminal End ----- Sec. Left Flg. Right Flq. Web Sec. Depth Bracing Sec. Jt. Jt. Coor. E Jt. Jt. COOT. E Lth. Thick Width Thick Width Thick Ini. Trm. Left Right no. no. type hor. ver. C no. type hor. ver. C (ft) (in) (in) (in) (in) (in) end end O.C. O.C. hvr (ft) (ft) hvr (ft) (ft) (in) (in) (ft) (ft) ----------------------------------------------------------------------------------------------------------------------------- I 1 111 0.00 0.00 F 2 111 17.00 0.00 F 17.00 0.2500 6.00 0.2500 6.00 0.1875 7.00 24.00 5.00 10.00 2 2 111 17.00 0.00 F 3 001 17.00 -11.00 F 11.00 0.2600 3.94 0.2600 3.94 0.1700 5.90 5.90 7.50 7.50 3 2 111 17.00 0.00 F 4 111 24.00 0.00 F 7.00 0.2500 6.00 0.2500 6.00 0.1875 24.00 31.00 5.00 10.00 4 4 111 24.00 0.00 F 5 111 31.00 0.00 F 7.00 0.2500 6.00 0.2500 6.00 0.1875 31.00 24.00 5.00 10.00 5 5 111 31.00 0.00 F 6 001 31.00 -11.00 F Ii.00 0.2600 3.94 0.2600 3.94 0.1700 5.90 5.90 7.50 7.50 6 5 111 31.00 0.00 F 7 111 48.00 0.00 F 17.00 0.2500 6.00 0.2500 6.00 0.1875 24.00 7.00 5.00 10.00 7 3 001 17.00 -11.00 P 5 111 31.00 0.00 P 17.60 A = 0.31 in"2 I = 0.01 in^4 ------------------------------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 5 Maximum Combined Stress Ratios ---------------------------------------------------------------------------------------------------------------------- Membe•r Forces Member Stresses Allowable Stresses Unity Check Max. Sec. Load Shear Axial Bending Shear Axial Bending Axial Rending Components Comb No. Com. Force Force Moment Stress Stress Left Right Stress Left Right Axial Bending Stress No. (kip) (kip) Q-ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Left Right Ratio -------------------------------------------------------------------------------------------------------------------- 1.04 1 9.98 -0.00 -84.53 2.26 -0.00 19.45 -19.45 18.51 30.00 21.66 -0.00 0.65 -0.90 -0.90 2.00 1 -0.29 -14.12 -3.20 -0.32 -4.76 6.12 -6.12 15.81 30.00 23.15 -0.30 0.22 -0.29 -0.59 3.00 1 -4.14 0.29 -91.33 -0.94 0.04 18.71 -18.71 30.00 30.00 21.66 0.00 0.62 -0.86 -0.86 4.04 1 4.18 0.29 -81.57 0.95 0.04 18.77 -18.77 30.00 30.00 21.66 0.00 0.63 -0.87 -0.87 5.00 1 0.27 -14.15 2.96 0.29 -4.77 -5.66 5.66 15.81 23.15 30.00 -0.30 -0.27 0.21 -0.57 6.00 1 -9.98 0.00 -84.53 -2.26 0.00 19.45 -19.45 30.00 30.00 21.66 0.00 0.65 -0.90 -0.90 ----------------------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 6 Maximum Negative Displacements and Reactions ------------------------------------------------------------------------------- ------------------------------ Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Cum. (in) Com. (rad) Com. (kip) Com. (kip) Com. (k-ft) Com. ------------------------------------------------------------------------------------------------------------- 1 -0.0035 2 -1.5799 1 -0.0101 1 2 -0.0035 2 -0.0218 1 -0.0030 1 3 0.0000 0 0.0000 0 0.0000 0 0.00 0 -14.26 1 0.00 0 4 -0.0034 2 -0.0315 3 0.0000 0 5 -0.0034 2 -0.0218 1 -0.0010 3 6 0.0000 0 0.0000 0 -0.0013 1 -0.27 1 -14.26 1 0.00 0 7 -0.0034 2 -1.5808 1 -0.0034 3 ---------------------------------------------------------------------------------------------------------------- 7, ,a I 48 FT RAFTER J40551.SD 7 Maximum Positive Displacements and Reactions ---------------------------------------------------------------------------------------------------------------- Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational lead No. (in) Com. (in) Com. (rad) Com. (kip) Coin. (kip) Com. (k-ft) Com. --------------------------------------------_--------------------------------------------------------------- 1 0.1148 5 0.5375 3 0.0034 3 2 0.1114 5 0.0071 3 0.0011 3 3 0.0000 0 0.0000 0 0.0019 4 2.80 5 6.69 3 0.00 0 4 0.1104 5 0.0875 1 0.0000 0 5 0.1094 5 0.0035 3 0.0030 1 6 0.0000 0 0.0000 0 0.0017 3 0.16 3 2.23 3 0.00 0 7 0.1094 5 0.5201 3 0.0101 1 48 FT RAFTER. J4055CSD 8 Shear Stiffener Spacing ------------------------------------------------------------------------------------------------------------------ Sec. No. Lth. Load Point Point Point Point Point Point Point Point Point Point No. Ele. (in) Com. .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 ----------------------------------------------------------------------------------------------------------------- 1 4 204.00 all none required 2 2 132.00 all none required 3 4 84.00 all none required 4 4 84.00 all none required 5 2 132.00 all none required 6 4 2204.00 all none required ------------------------------------------------------------------------------------------------------------------ i ig. i �I r 48 FT RAFTER J4055CSD 9 Reaction Summary Cam. Jt. 3 Jt. 6 Horiz. 1 0.27 -0.27 Vert. 1 -14.26 -14.26 Rota. 1 0.00 0.00 Horiz. 2 0.06 -0.06 Vert. 2 -10.21 0.59 Rota. 2 0.00 0.00 Horiz. 3 2.68 MG Vert. 3 6.69 2.23 Rota. 3 0.00 0.00 Horiz. 4 1.59 -0.17 Vert. 4 -10.08 -12.31 Rota. 4 0.00 0.00 Horiz. 5 2.80 0.04 Vert. 5 0.39 -4.07 Rota. 5 0.00 0.00 Report Complete -7 See Standard Endwall Drawing for Plate Thicknesses and Weld Sizes Maximum Bracing Loads: ✓5.2 k (includes a 1/3 increase for wind and seismic loads) Maximum Connection Loads: 18.5 k W/(2) 3/47 A325 Bolts 64"12.7 k W/(2) 51T A325 Bolts Maximum Base Plate Loads: v 3/8" 19.8 k 8.9 k} 1/2" 23.6 k 15.9 k t 51T 30.5 k 16.8 k t SAY Li I �I II - (A) 516 /J .. c 0 \N O U a m z w a cn J X I � w � w a .4 z_ U Q I In O z 0 QU 3 W J ? O cC1 z 0 ' N J J Q Cl� c� J � Q - .►, I City of Ar: `'_ngton NOTICE and Inspection Report Phone# Permit No. / Legal Date Called Address ! /� Time Called Contractor/Owner By Requested by TYPE OF • ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ Roughin Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. ;� UIIZI S i Inspector Date '✓ City of Ar]- ; ngton NOTICE and Inspection Report y, Phone# Permit No. �b I Legal l✓�O /� Date Called L/L�`l Address / /G J[i % ), / Time Called_ / S c Contractor/Owner By Requested by TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW Wing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation qz�d Roughin Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ork listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. Ins �c q — Date City of Arl lgton NOTICE and Inspection Report Phone# Permit No. �7�(p Q Legal Date Called Address / 7"2- � VL� Time Called /p:lQ Contractor/Owner (—"R4 �_5��/�QI�T�,/ By Requested by Z oge TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Framing ❑ Gas Piping Footing ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other PPROVAL ❑ CORRECTION REQUIRED ons listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. Inspector Date CITY OF ARLINGTON CONSTRUCTION PERMIT - ❑ COMBINATION BUILDING ❑ MECHANICAL PLUMBING ❑ SIGN PERMIT No. j OWNER �- MAIL ADDRESS CITY ZIP PIIONE 2 L' 5-z'7S3GD ARCIIIIECI OR DESIGNER MAIL ADDRESS CITY ZIP PIIONE yN/Yi s Ci�i��'�s /� 3�y lr��«f 1�, ,it/ S��rt/� i r 3 3 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE MECIIANICALCONTRACTOR MAIL ADDRESS CITY ZIP PRONE LICENSE if PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE 3 CLASS OP WORK Q NEW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMULIIION ❑BUILDINGRELOCATION tALUA I ION OF WORK vC'd DESCRIBE WORK ce"-'5 m PRVPUSL O USE Of BUILDING I HEREBY CERTIFY THAT 1 HAVE MEAD AND EXAMINED THIS APPLICA- «'A r- f S�` TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- Z L 6AES(.RIPI TUN UI PROPERTY 5tIOWN BELOW OR AT IAtli IOUR COPIES) 7 SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LDI Ov flt •—vr sir C "'L WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THE a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO A�iG/NG�oh idr�r�/wry VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF ���� r_ ,� CONSTRUCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. 0 1 SIGNATURE OFCONFRACIORORAUTHORIZEOAGENT DATE V 108 A0DR SS r ` 7 jog (OFPIC[S LISTS ONLY) PLUMBING 413CIIANICAL NO. TYPB OP PIXTURB PBB _s i FIXTURES NO. TYPE OF EQUIPMENT PB8 i s PIXTURES OVATE R.CL.OSITI(TO ILIIL) S1.00 BL COND.UNITS-N.P. PA ul .umit" /CII IITIB $I." 11WRIGERATION UNITS-H.P.B.A. d .uR"' 1 VATORY ASI I BASIN 17.00 110112R.8-II.P.BA. lqdp.Rt•" IIOWER 17.00 JABPaulo A.C.UNTIS-TONNAGE EA. d .Ilt•" TC1111H SINK A DISPOSAL 17.00 'ORCED AIR SYSTBMS-B.T.U. MBA I9.00 ISIIWASIIER 37.00 NALL HEATERS—B.T.U. M $9.00 UNORY TRAY 17.00 INIT I16ATURS—E.T.U. M 19.00 LOTTIES WASIIER 3VAPORATIVECOOLMtS .2 AT13R nELATER I7.00 •LOTNES DRYERS 1630 RINAL VENTILATION PAN 1430 RINRINO POUNIAIN I7.00 tAHORHOOD COMMERCIAL 1630 L.00R DRAIN UK HANDLING UNIT- CPM VACUUM BREAKERS 17.00 twV8 1630 OOP DRAINS-RAINLXADBR9 17.00 1 AEMAL PIREPLACE1A C111MNET 3630 INK(SERVICE—BAR,SIC.) $7.00 WATER HEATER 1630 AS PIPING ' up to S-$3.00.addnl. 1.75 • _ •Equlpmaat Ibt mint be provided SUB TOTAL SUB TOTAL i PERMIT PERMIT rLZ TOTAL Pea TOTAL PBB �a SIUL'VARUStIBACK STRELISLIBACK REARVARUSET6ACK PLAN CIIECK NUMBER PLAN CHECK FEE m FEE RECEIPT NO. UST /ONI LOTT AREA' VACANT SITE $'DES No FEES VALUATION FEE I YPE OF CONS OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG � �11s � 0 SILL OI FILM. NO.OF/SIURILS MAX.00C.LOAD BUILDING PLUMBING I IIRE5PRINKLERSREQUIRED ❑YES - NO MECHANICAL =? COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY U.B.C. EC 303(+) _ RECENSEY �y WATER/SEWER FEES 1 5 � TOTAL PERMIT VALIDATION C)V 05 MLIN 70N WHEN PROPERLY VALIDATED TIN THIS SPACEI THIS IS YOUR PERMIT&RECEIPT PAID CRN_ BY cc!ASSESSOIT.APPLICANT,TREASURER,BLDG.DEPT. 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