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HomeMy WebLinkAbout17834 59TH AVE NE_962161_2026 City of Arl'-*ngton NOTICE and Inspection Report Phone# Permit No. Legal Data Called ` Address �! C� �•�' _ q Time Called Contractor/Owneran-ly 1 N L!V By _ Requested by T+J - TYPE OF INSPECTIONREQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other 1,1-,<PPROVAL ❑ CORRECTION REQUIRED ❑ Co ions listed below MUST BE MADE before work can be approved ork listed below has been inspected and approved. CALL 435-0724 FOR REINSPI�CTION—24 hour notice required. I Date �/� 3 1 � ' _ - ■ - _ rf �rl _ i I 1• _ - 1 1 1 1 - 1 - .T _ I_ r 01 I -1 1 I _ �. _� yr_ I ■ 1 ■ 1 �� t� iC I TY UP ARL I N0_rI31'' C©hlST RUGT I ON PE RM I T PERM I T NO- a SG—a l & 1 Owner: T HOMPSON, MARK P D ao x 2q /p goa.s Value of Work: $554,400.00 Tax ID; 223105- 3-00 Thane p �S D.--75;0 Describe Work: CONSTRUCT NEW AIRCRAFT HANGER Proposed Use: AIRCRAFT' HANGER Legal Description: ,lob Address: 17834 591-H DR Contractor' s Name Type Address License#i: CREST NORTHWEST CONSTRUCTION G 38 168TH ST NE #c CRE.STNCO86K2 TOTALS Fee Permit Fee $2,486.50 Plan Fee $ 1f,,ck" State fee $4.50 SIGNATURE: TOTAL FEE. ... . . .......... . $4, 107.2S I HEREBY f:i R i 'i=Y THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. — . . . . . .. . . . . . . . : $0.00 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $4, 107.23 ORDII` I��ES i30VER14TNG THIS `TYPE OF W13 ! 7 LL BE t:OMPLI ED WITH WHETHER DATE Dn BU LDING OFFICIAL CST`! Of= ARL— I NM-rod - 00Mf3- 'RLdGT T ON fiE RM I T Owner. Value of Work: ;'5A S. : Describe Work: CONST>: :_A ._ 'CIS;= , =;p,`.�E:c Proposed Use: AIRCRAFT "ANGER Legal Description: opJab Address: ??SCE° 5017H OR Contractor' s Name Type Address UUU License# CRT-- NCRT'HWEST CONSTRUCTION G JCL., IG37H C: NE �TNICLGS '_ P E R M I T F E E S } Equipment and Fixtures Number Fee Total Charge 1 --------------------------------------- ------ -------- -------- -- ' 1 SUBTOTAL. .. ... $E7.50 TOTALS Fee Site Civii F e $0.00 Equipment $6.50. Mech Perm"- S. 71 Permit Fee $2, 175. 50 Plan Fee $1; 414.08 Plumb Permit $1w. 00 State fee a4,5Ln SIGiHATuriE. TOTAL FEE. ... .......... . . . $3,658.58 I HEREBY CERTIFY T.H'A—, I HAVE READ AND EXAMINED Twig APPLICATION AND PAYMENTS. . . . . .. . .... . ... .. .0 K;Q0W THE SAME TO BE TI RJE AND CCR— RECT ALL PRO VTQTONS OF LAWS AND TOT DUE. AG ,, . . , f3,658=58 CRDT_n�^."E_= rr;�Ear�_�ac D WORI{ !_ RE- Cf-IMPLIED�i `•=D WITH WHETHER BUI ING OFFICIAL !/ . . � 4 City of Arlington Building Department FAX Cover Sheet Date: Number of pages to follow: Response needed As requested FYI TO: FIRM: FAX #: �Z'�'� � � d� Q� Obi - FROM: 71 RE: 62 It q4 - 13S7 ' Additional Comments: Vs (, WILL,i A nnC 238 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 (74 -.4 4w CITY OF= A RL.I NO-rO t7 COiNSTRUCT I ON PaRM I T PERMIT NO- 96—�061 Owner: THCMPS N, MARK~ Value of Work: $465, 636.20 :_.x � , ��S? L5-3-C'_ Phcr2. 65-7 -7S30 Describe Work: CONS7RUC' "�Erl S^ :,NET HANGER Proposed Use: AIRCRAFT HANGER Legal Description: Job Address: 17832 59TH OR Contractor' s Name Type Address License# CREST NORTHWEST CONSTRUCTION G 3813 1687H ST NE #2 J P E R M I T F E E S I i Equipment and Fixtures Nusber Fee Total Charge --------------------------------------- ------ -------- ------------ i PL IUMBING FIXTURES 3 $7.00 $21.00 i VENTILATION FANS 1 56.506.50 SUBTOTAL....... S27.50 i I TOTALS Fee Site Civil Fee $0.00 Equipment $6.50 Fi-xtdre $21.00 Mech Permit $22.00 Permit Fee $29 175. 50 Plan Fee $1, 414.08 Plumb Permit - $15.00 State fee _ $4.50 SIGNATURE. TOTAL -FEE............ .. . .. $3,658.58 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS... . . .... .... . . . .. $0.0 KNOW THE SAME' TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND ZTOTDUE,.r.�. . . . , . , , $3,658.58 ORDI�� ."; ES GOVERNING THIS TYPE CF ` T WORK W*LL BE COMPLIED WITH WHETHER PT # -1'I / SP IF ED H EIN OR T. BUI ING OFFICIAL $�"*. rt p !��_ �, } CITY OF ARLINGTON CONSTRUCTION Q� PERMIT f 387 - ❑ COMB 1lT�INATION ® BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO_. OWNER MAIL ADDRESS CI1 Y ZIP rrIHONE Mark Thompson P.O. Box 299 Lakewood 98259 652-7530 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Dennis Chivers AIA 19304 Fremont Ave Seattle 98133 546-9686 GENERAL CONTRACTOR MAIL ADDRESS CITY Zip PHONE LICENSE M Owner Mark Thompson P.O. Box 299 Lakewood 98259 652-7530 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK E]�VL.W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUAI ION OF WORK s 334, 769 DESCRIBE WORK new construction - 16 unit T Hangar PROPOSk U USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Aircraft storage TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL UL',I RIPI ION Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOf BLOCK - OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. lOB ADDRESS SIGNATURE OF CONTRACTOR OR UI ORIZED AGENT DATE 17835 59th Dr X (OFFICE USE ONLY) MECHANICAL PLUMBING NO TYPE OF FIXTURE FEE NO, TYPE OF EQUIPMENT FEE WATER CLOSEI (TOILET) 7 100 AIR COND UNITS - H P EA BAIIHUB I REFRIGERATION UNITS - H P EA LAVATORY (WASH BASIN) 7 00 BOILERS - H P EA SHOWER GAS FIRED A C. UNITS - TONNAGE EA. KI ICIILN SINK & DISP FORCED AIR SYSTEMS- B T U MEA DISHWASHER WALL HEATERS - B T-U M LAUNDRY IRAY LINT HEATERS- B-T.0 M CLOIIILS WASHER EVAPORAI IVE COOLERS WA ERHEATL(t 7 00 CLOTHESDFYERS URINAL 2 VENTILATICN FAN 9 00 DRINKING FOUN I AIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT - CPM VACUUM BREAKERS STOVE ROOF DRAINS RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC ) WATER HEATER GAS PIPING SUB TOTAL $ 21 100 SUB TOTAL $ PERMIT $ loo PERMIT $ TOTAL FEE $ TOTAL FEE f SIUL YARD SL[BACK SFRLLI SL IBACK REAR YARD SETBACK DATE RECEIVED PLAN CHECK FEE FEE RECEIPT NO. - 4-7-94 409. 83 29438 USE /ONf LOT AREA VACANT SITE IND — ®YES ❑NO FEES VALUATION FEE TYPE OE CONS1 OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG 950. 30 540 47 IIN B-3 16 bays BU'LDING s 1462 00 SILL Of BLUG NO OF STORILS MAX OCC LOAD ,..r 7 9� CITY OF ARLINGTON 2. 161 CONSTRUCTION PERMIT ❑ COMBINATION �t BUILDING ❑ MECHANICAL PLUMBING ❑ §IGN ' �'1 A PEpMIT NO,,';, I OWNfR MAILADORESS CITY zip. PIIOrrE 'g 's j/ ARCI,IIECf OR IrESIGNER MAIL AOURESS CITY 21P ►IIONE Nov/s C s 9 Say f r _v" 7 .S-zlC (;ENOItAL CONIRACIOR MAIL ADORESS CITY LIP PHONE C MCC$IANICAL CON I RAC T OR MAIL ADDRESS CITY 71P PHONE LICENSE/ PLUMOING CONTRACTOR MAILAODRESS CITY LIP PHONE LICENSEI J?L.C/fUG / -7 3 CLASS or WORK co N L W ❑AUDITION ❑ALTERA110N ❑REPAIR ❑UEMULIIION ❑DUILUING RELOCATION ALVATIUNOr WORK I /G --/ vC.,� 1 .� c- L DESCRIBE WORK li W V Ca i-7 'y Z_ o PRurUSI U USE of RVILUING I HEREBY CERTIFY THAT I I►AVE READ AND EXAMINED THIS APPLICA- ILI �4��c,�A r- t S'��„qs TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- Z L[`OAL 0 _t(_RIPTION U PROPLRIY SI,OWN BELOW UR A I)ACII I OUR COIL SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI UHF / /�?G t1'L k WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THE a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX 10 NVMFOE_" PROM PF(OPEFITY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. � 1 StONATUROOfCONIRACIOROR AUTO IORIPOOAOENT DATO Iva•�uunl.3. t S % PLUMBING 14PCIIANICAL 140. TYPd OP PIXCURU PUB x'e PIXTURUS N TYPO OF UOUIPMIQIT PUB x'a PIXTURDS 1 ATUR CLASITY(TOILUT) 17.00 COND.UNITS—Ill. UA 11LAP.Bet" Al1lTU0 11.00 ERATION UNITS—I1.P.EUL 144P.gat" VATORY JWASII BASIN) 17.00 oam IIS'.BA. 3qLAP.not" 110 �L 87.00 A9PdLBU . .UNlT9—TONNAOBHA. ul ,lief'• IC IIBt INK R U19PU9AL 81.00 TORCIIU AIR DY S—d.T.U. MBA 11.00 )ISI1WA311 17.00 ALL IIHATURS— . U. M 11.00 UNDRY TRA 11.00 J NIT IIBATURS—D.T.U. M 11.00 ' T 1,011129 WASIIBR lVAPORATIV11COOLMS ,1. imutt IIBATBR $7.00 l.0TIII!3 DRYMU 3630 — )RIIIAL 17.00 _ IINTILATIoll PAN 1/30 ttINKINO POUNIAIN 11.00 tANOIlIIOOD COMkMRC1AL 1630 'LOOK DRAIN 17.00 UR ILANDLINO UNIT— CPM VACUUM BRBAKBRS 17.00 TTOv8 1630 LOOP DRAINS—RAINLUADURS 17.00 14EITAL PIRUPLACU A CIIIMNBT 1630 INK SURVICB—BAR 11 $7.00 WATER IIBATER f630 A9 PIPING '(up to 1-17.00,addnl..1.73 "Equipment Il,t must ba ptorlded �. SUB TOTAL !�2 f SUB TOTAL �7 PERMIT PMMIT rL Z TOTAL PBB 1.L TOTAL PUB 51 YAIIt))E IOACK SIRES I S1 SL IBACK REAR VARU StI8Ack PLAN CIIECK NUMBER PLAN CIIECK FEE "!:` 11 -_ I C c FEE RECEIPT NO. USI' /UN 101 ARIA VACANT 51TE -Z $'� 1(Es ❑NO FEES VALUATION FEE IYPE Ur CONS I. OCCUPANCY GROVr NO.or DWELLING VNIIS PIANCITECKINO VG Z J . z 5! 5 s a , SILEOf RLDO. No.Or SIURII.S MA%.000.LOAD BULDINO 1 �V v� 5�� v I 1 PLUMBING / o C I TY OF' A RL I IVCTOi` CONO-rRUCT I ON PERM I T PERMIT NO-_ SG—a161 Owner: THOMPSON, MARK p8 dO x 2q9 ms-q Value of Work: $554,400.00 Tax ID: 223105-3-001 Phone: Describe Work: -CONSTRUCT NEW AIRCRAFT HANGER Proposed Use: AIRCRAFT HANGER : Legal Description: Job Address: 17834 59TH DR Contractor's Name Type Address License# CREST NORTHWEST CONSTRUCT-ION G 3813 168TH ST NE #2 CRESTNC086K2 TOTALS Fee Permit Fee 42,486.50 Plan Fee $1,616.23 State fee $4.50 C� SIGNATURE:x; FY TOTAL FEE..... . ........... $4, 107.23 I HEREBY CERT THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS.. . . .. . . .......... $0.00 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND,,`' - TOTAL DUE... .. . . ... ... .... $4, 1O7.23 ORDI NCES GOVERNING "PHIS TYPE:OF WO WILL BE COMPLIED WITH WHETHER: SP I IED IN N DATE RECEIPT # ` Dn BU LDING OFFICIAL-: � & DD 3 !., .� CITY OF ARLINGTON CONSTRUCTION PERMIT COMBINATION BUILDING ❑ MECHANICAL PLUMBING ❑ §IGN pEpMIT NO. ' I j OWNER MAIL ADDRESS CITY ZI►. NIONE , 2 9;7 L.+a, -�.�-� 5 g Z.s--7 ARCIIIIECT OR DESIGNER MAIL ADURESS CITY ZI► PHONE /J/ wl)l/S /1 3a4, /�'r1n,�, /�,.�N S'�.>is/� S7yj GENERAL CONTRACTOR MAIL ADDRESS CITY LIP PHONE LIC 4SC If ECIIANICAL CONTRACTOR MAIL ADDRESS CII Y ZIP PIIONE LICENSE/ PLUMBING CONTRACTORMAIL ADORE SS CITY ZIP PHONE LICENSE 3 CLASS Of WORK N W 1ONOF]AV ITION ❑ALTERATION []REPAIR ❑OEMOLIIION ❑B G UILDINRELOCATION A I /4� .4/ ev ez,cp DESCRIBE WORK �G h y"/ 4, c)U/7/ 7— PRUPOSI O USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- ul f�f?A/=t S�OWNBELOW q,� TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- Z L UALUES(.RIPIIUNOf PROPERTY SHORATIACFI FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK L 0 1 4- r_ �s}��/r'L WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THE a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO A�i'L/wGro>) �4/ri par VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX 10 NUMBETI FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF = a� r_ CONSTRUCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. _ F SKWATURE Of CONTRACTOR OR AUTNORKfD AOIM DATE TUB AUUR SS --- (ofi�ica usR oNLY) PLUMI)INO MUCIIANICAL NO. TYPE OP PIXTURII PRE i j FIXTURES NO. TYPE OF BOUIPMETT PEE a'e FIXTURES 2 ATER CLOSITI(TOILET) $7.00 MR.COND.UNITS—II.P. PA. 1citlIp.Bt•/ IATIITU8 17.00 UIPRIOERATION UNITS—112.BA 34tdp.uvt11 VATORY(WASH BASIN) 27.111111 IOBBRS—11.P.BA. d .Ilt'1 ;HOWER ST." IAS FIRED A.C.UNITS—TONIIAGBRA. Igulp.St- UTCIUIN SINK A DISPOSAL $7.00 FORCED AIR SYSTIIINS—B.T.U. MBA 10.00 31811WASHISR 97.00 HALL IIBATRRS—B.T.U. M 19.00 .AUNDRY TRAY 17.00 /NCI IIRAT13RS—H.T.U. M 10.00 :1,011189 WASIIBR 17.00 IVAPORATIVBCOOLEL9 ATER HEATER 17.00 :L.OT1I119 DRYERS f030 )RINAL $7.00 VENTILATION PAN 1430 )RINKINU FOUNTAIN 17.00 1AN081100D COMMERCIAL 1630 TLOOR DRAIN 17.00 UR 11ANDLINO UNIT— CPM VACUUM BREAKERS l7.00 TIOVB 1630 LOOP DRAINS—RAINLEADBR9 f7.00 dBTAL PIRBPLACB A CHIMNEY 1630 iINK SERVICE—BAR.8M $7.00 INAT13R 1113MI t I4L30 IAS PIPING '(up to! 1!00,addnl..1.73 _ 1 ul meta flit must be tovlded I SUBTOTAL V SUB TOTAL ( �7 PE7tMIT `I PERMIT '2'Z tOTAL PQQ It TOTAL PRE SIUI,v.11tUS IBnCk STREEI SLIBACK REAR Y;ROSETSki< PLAN CIIECKNUMBER PLAN CHECK FEE L I C FEE RECEIPT NO. � L UST' /ON i r LUI AREA' VACANI SIIE /VIp S# ZOO rxz P1(E9 ❑NO FEES VALUATION FEE IYPEUF CONS I. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN C14ECkINCVO I<.11;1t4- 60 S s 949 BuFLo1Nc i �Z/ S SI/.!UI RCUG. NO,UT StURl1.5 MA%.00C.LOAD i Jul(- I 01.r7 _ �� r �. '`r I r,W4.0 MY'l10N H i" Tehtihen p• . �� z�-i� s(MVEKLANCE r:t r�tlt I Civil Engineers ReftondWa` 98052 Structural 8BY-83 252-2.373 ffltj.lt Ct! Aircraft Storage, Arlington 11EPOW NO: 96/'410 (:UN111AC1Of1:. -AIRCRAFT Storage Inc. P"OJECT NO: I,AIF Nov. 2, 1 996 1 1 : 00 hm wEA111Fn Sunny TEMP. hANOE• 60 wonK IN hnocnEss Work in progress hnFSENt At SITE Mark Thomps qV on t�nc�nvAtlnNs All high strength bobs• and grades were in accordahce . with the approved drawings . observed 'the tightening of all high strength bolts In ri-gId Finme. All ff.S.Sol.ts were' tightened in nccdrdance to the A. t . S.C. ' specification 9th edition. ?46:,.,8 `��. grlSl E�` C'•`� t f11.1.OW UI' tEttEn TO CONMACtOn YES D N� r ►P1A % WEES C1S1111F..S: r--OPIF S to: ��__ nann n1 bi1f1C5 +'+(111Vr1LLAh6E N l ' Lehtinen H o d Wa.98052 ►1F 1�0r1T Structural I Civil Engineerz 883: 1330 ?.52-2373 11110.11:CT: Aircraft Storage, Arlington 11F_PO11T NO: 96/410 coNTI1AC1011: _AIRCRAFT Storage Inc. P"OJECT NO- _ IlA1F Nov. 2 , 1 996 1 1 : 00 )kM WFATIM" Sunny TEMP. nANGE• 60 wf111K IN r110WIFS9 Work in progress P"FSFNT AT SITE Mark Thompson c1nSFt1VA�1(lNS All higl, strength bolts. and grades were in accordahce . with the Approved drawings . observed 'the tightening of all high strength bolts In rigid frame. All 11.S.13ot.tg were tightened in nccordance to the A. I . S.C.' specification 9th edition. LER ,} e-NVASA,.�`Y �{ If i • 2462 r01.1nW.Ur 1_ETTEn TO CON1nACTOn YES b N� r1.I1-Insf!"ES: rt,rlr:s To: P"90 al I��dcs r �' 09/10/96 16:99 e360 403 9267 ARL FIRE DEPT -►yy DCD I002 DA YE, HERE IS THE REGISTRATION FORM IF YOU ARE INTERESTED, ALSO IF YOU DECIDE TO GU YOU NEED TO SIGN UP THIS WEEK. A WELL ROUNDED BUILDING INSPECTOR IS A HAPPY BUILDING INSPECTOR T. COOPER L 'rl ti it I 09/10/96 16:45 '0360 403 9267 ARL FIRE DEPT yy+ DCD Z 003 MARYSVILL,E FIRE DISTRICT from 03EPT. im Grow Street,Maryevlle,SPA 98870 Phone:(aft 6e9.2'M 1i; Fax:(860)$59.2889 I,C.B.O. CERTIFICATION CLASS The Ma Wy &Fire District is sponsoring a class to prepare you to stu=saWy complete the I.C.B.O. test to become an I.nternationel Fire Code Institutes ' 'bds Wits of classes will bogie on Wednesday,October 2, 1996,and continue into early DwAmsbar, m0odng each Wednesday morning ftom0800 until noon,at the headquarters station,fbr NIsrysvllle Fare Dia4M. Each studutt must have their own 1994 edition of the Uniform Ffe Code(convect I.C.B.O.at 206- 451-9541,or I.F.C.L at 1-80&423-6587,to order copies of the U.F.C.)and a copy of the study 4ulde "Avoiding DlMW-A Usees Gtdde to the Unarm Firq Code",publlsliod by HAtwicridge Northvim _ (see attacMd order forte). We will be providing additional study materials during the class sestioes. During the ft eoverW class sessions we will arrange to register you to take the Gertidostion ExVtdoation,scbeduled Rar Mmary 18, 1997. If we have IS or more students signed up to take the tat,we will be able to have the test administered at this location rather than taft it at Bellmw Community College. We arc anaatgi%to have college credits available through Bellevue Comnwnity College(FCA 190) upon Passing the womibudon. The certification teat is composed of two parts, 100 hundred questions in two hours, a break,and another 100 questions in two hours,all open book. This class will conceatuve on assisting you in p mpariq to pass the test by bewming very&dhar with the Unifb m Fire Code. Trust me,this is a vehnWe laaning atpotience,for both you and me. To resister, eompWo the below, and mall back to us with a cbeclr made art to the Marysville Firefighters Association for$30.00. Any questions,all Terry Jambsen at 360-659-2777. NAME: ORGANIZATION: PHONE NUMBER: MMG990E : "M ENGHd T# Uis Isla db I d 3T i nsAdN wo&i T d WdE£:£ 9661 '0T 'd35 a� a� L7" CA1 � y V] 1\ V ` � C NJ a d a� H � c � �1 O p �C J � Jt LL 2 0 LL .0 > 0 0 N � LL .■ ■ ■ ■ EN —i • . . ME . . . ■ ■ ■ mill ■ y� our - ■ ■ . • - - - - - - ■ 11 ti i • -_ elm = � L11 - 96L ; ti� � , M. Y 7rEq- MEN � r L _ ME ■ J . y ti - ti 1 _ - 1i •rir . . _ I ' I No :;Lyrm 0 0 0. l -1-. Wl 1% m ME16 0 mM sm m . . N N � N U► D � z � \7 r o � z O n �c — Gi i� n c z I O Q S 6` ' m rn � 6� � U► ui �` -o I I -Di rn m z Co Co CA S s � o I I .«, ;, ..: :3 L:3! PACIFIC BUILDING SYSTEMS Manufactured By Truss-T Structures. Inc. 2100 N. Pacific Hwy • Woodburn, OR 97071 •. 503-981-9581 CUSTOMER ��ES% AlogrHW615'r ¢S k 525 x 13�3N �2 - - -7-" h44IV ITE� TRUSS "T" STRUCTURES, INC. Job No. 946 3 Z STRUCTURAL CALCULATIONS 1. Building - Load Data and Material Specifications 2. Building Plan r. 3. Girt and Purlin Data ��'•1 L 4. Endwall Frame Design and Details 5. Bracing Design 6. Rigid Frame Design and Details4. t�', 7. Reactions �, 1737 �� r� �sSjONhi..6`'Or EXPIRES 8/20/ i i � .y w I Job no. 4532 Building Configuration Building Lenqth = 525.00 ft. Building width = 4B.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 = 13.25 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 = 13.25 ft. Special Framing : ROLLING DOOR TRACK (Doors By Others) Design Loads : Dead Load = 2.00 psf + Frame Weight Live Load =_ 25.00 psf Wind Left = 80 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 Framinq-Fasteners = Grade 5 bolts Recommended Anchor Bolts = A36 bolts Recommended Reinforcinq_ = 40.00 ksi Recommended Concrete = 3000 psi Allowable Soil Bearing = BY OTHERS Allowable Lateral Bearing = BY OTHERS Allowable Sliding Resistance = BY OTHERS Y PAGE 3.0 GIRT DESIGN Based on Uniform Building Code Wind Speed ..................... 80 mph (Ce) Coefficients Exposure Factor ................ C Left Wall ......... 1.06 Left Eave Height ............... 13.25 ft. Left Roof ......... 1.06 Ridge Height ................... 15.25 ft. Right Roof ........ 1.06 Right Eave Height .............. 13.25 ft. Right Wall ........ 1.06 Importance Factor .............. 1.00 Buildinq ....................... Closed Wind Stagnation Pressure (As) .. 16.30 psf Design Table Indicates Maximum Allowable Girt Spacing @ 14.25 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 8Z14 BZ13 8Z12 10Z14 1OZ12 Design Criteria ----------------------------------------------------------------------------------------- 16.00 9.88 21.20 27.15 32.44 37.68 48.06 70.15 Deflection 9.04 13.62 17.80 22.49 27.82 24.17 36.92 Suction - Fully Braced 3.98* 6.81 0.90 11.24 13.91 12.00 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)= 6.00 ----------------------------------------------------------------------------------------- Allowable stress are increased by 1/3 for wind. Allowable deflection = L/100 } Girt spacing has been reduced when the loaded area is less than 100 sq. ft. P 1 Purlin Analysis for. J4532APD 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 = 3.36 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 -0.05 12 R 0.51 BZi6 0.71 0.05 0.14 21.00 BZ16 -2.32 1.11 12 2.68 0.00 0.57 10.06 -3.53 -1.24 12 R 0.74 SZ16 3.02 0.94 0.59 21.00 SZ16 -3.59 1.19 12 2.17 -0.00 0.39 10.65 -3.25 -1.16 12 L 0.74 8216 3.02 0.94 0.59 21.00 BZ16 -3.24 1.17 12 2.30 0.00 0.43 10.46 -3.33 -1.18 12 R 0.67 BZ16 3.02 0.94 0.59 21.00 8Z16 -3.33 1.18 12 2.27 0.00 0.42 10.51 -3.30 -1.17 12 L 0.66 8Z16 3.02 0.94 0.59 21.00 SZ16 -3.30 1.17 12 2.27 -0.00 0.42 10.49 -3.32 -1.18 12 R 0.66 8Z16 3.02 0.94 0.59 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 3.02 0.94 0.59 21.00 BZ16 -3.29 1.17 12 2.24 -0.00 0.41 10.46 -3.39 -1.18 12 R 0.69 BZ16 3.02 0.94 0.59 21.00 SZ16 -3.37 1.19 12 2.39 -0.00 0.47 10.64 -3.02 -1.16 12 L 0.68 SZ16 3.02 0.94 0.59 21.00 BZ16 -3.07 1.11 12 1.87 -0.00 0.27 9.81 -4.40 -1.25 12 R 1.01 BZ16 3.02 0.94 0.59 20.83 SZ16 -4.20 1.44 12 4.16 -0.00 1.03 11.65 -0.00 -1.02 0 L 1.04 SZ16 2.97 0.91 0.58 ------ -------------------------------------------------------------------------------------------- -------------------------- Size Footage 8Z16 2875.2 Eave 4 Ridge 24 Defl. 150 I I # f f Truss - T Structures Inc. f # f # 2100 N. Pacific Highway f # f # Woodburn, Oregon 97071 f # f Phone 503-901-9591 f f f f#f�f#ff####f#fiEfff##ff###ff#f# File Name : J4055ESD NG� 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 4BE12 25/80C 1:12 J4055ESD 2 Load Case no. I : DEAD LOAD 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 deq. 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 deq_. 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. �� ,ov5 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 klf to 0.08 klf at 0.00 deq. 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 : WIN➢ 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 deq. 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 : UPLIFT 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. 1 X 1.00 + Load Case no. 2 X 1.00 Load Combination no. 2 : DL + 1/2 LL + WLP 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 4SE12 25/80C 1:12 J4055ESD 4 Member Data : --------------------------------------_------------------------------------------------------------------------------------------- 1----- Initial End ----- ---- Terminal End ----- Sec. Left Fig. Right Fig. 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 her. ver. C (ft) (in) (in) (in) (in) (in) end end G.C. O.C. hvr (ft) (ft) hvr (ft) (ft) (in) (in) (ft) (ft) ------------------------------------------------------------------------------------------------------------------------------- 2 2 Oil 0.33 10.86 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 Ill 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 8 Ill 32.00 12.17 F 0.03 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 47.67 10.87 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 10.86 F 13 001 47.67 0.00 F 10.66 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 J4055ESO 5 Maximum Combined Stress Ratios -------------------------------------------------------------------------------------------------------------------- Member Forces 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) (ksi) (ksi) (ksi) 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 -3.88 0.00 -0.67 0.57 -8.57 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 -8.57 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 -------------------------------------------------------------------------------------------------------------------- 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) Com. (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 -0.0003 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 -O.BO 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 10 0.0000 0 0.0000 0 -0.0031 3 -0.80 3 -3.16 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 ------------------------------------------------------------------------------__------------------------------ 48E12 25/80C 1:12 J4055ESD 7 Maximum Positive Displacements and Reactions ------------------------------------------------------------------------------ ----------------------------- Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Com. (in) Com. (rad) Com. (kip) Com. (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 0.0000 0 0.0000 0 0.0013 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 0.0603 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 0.0000 3 13 0.0000 0 0.0000 0 0.0013 2 0.43 2 0.20 4 0.00 O ----------------------------------------------------------------------------------------------------------- 4SE12, 25/80C 1:12 J4055ESD 8 Shear Stiffener Spacing ------------------------------------------------------------------I----------------------------------------------- Sec. No. Lth. Load Point Point Point Point Point Point Point Point Point Point No. Ele. Un) Com. .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 IBB.64 all none required 12 2 130.32 all none required ---------------------------------._-__--------------------------------------------------.--------------------------- 48E12 25/80C 1:12 J4055ESD 9 Reaction Summary Com. A. 3 Jt. 6 Jt. 10 Jt. 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 -0.60 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 Pa,5,6p- BSc AO, l 4- 4, 0 o A c-Tu A-C_ 1 S L ES S `ram�E � A4 U t,71 5 P A^j 1 pU S C�c,s - Use S�i4- C 2 5 60 '7 'DTLS 1 A,o..r LE. 47- Cow c-E 4-r !a 7", &s e- �s ALLOWABLE LOADS IN BRACING (kips) Page 5. 0 BRACE CABLES (EHS Cable) symbol size allowable. load breaking str. ------ ---- -------------- -------------- A 1/4 3.325 6. 65 B 5/16 5. 600 11. 20 C 3/8 7.700 ' 15.40 BRACE RODS (A-36 OR A7307) (includes 4/3 increase for wind or seismic) symbol size allowable load 1/4 in. web reinf. (in. ) rod . coupling plate req'd with ----- ---- ------ ------- ---------------- AR 1/2 5. 00 4.89 NONE BR 5/8 7. 81 7.78 NONE DR 3/4 11.25 11.56 NONE , ER 7/8 15.31 16. 00 3/16 web FR 1 20. 00 20. 67 3/16 web GR 1 1/8 25.31 25.78 3/16 & 1/4 web HR 1 1/4 31.25 33 .78 3/16 & 1/4 web ENDWALL COLUMN Design Based on 1906 AISI with 1909 Addendum Zee Size = SZ14 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 inA2 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 inA3 Critical Moment Mc = 14.09 kip ft Elastic Critical Moment He = 18.84 kip ft Compression Area Moment of Inertia Iyc = 1.13 in"4 Combined Compression and Bending = 0.89 1 8 611 7V FX4 M� v�V �•3�- 14) -I• 0 f�3g 0"2 ' •1u 'To E vw 1,4-}- 1(P -,00¢J2� � pl-. 11 7Z> 6:�d .fo3 004- 48 . .<a LAG) Z. o,oz26p ll�i J IO.�/.L i N o F7(L C.t o* cq ter F,, l 1 R -a-s`5 1� �MaV6 el?4ud(-7 7v r4 Gv CG Z HIM -' FOOD rgg� o / w 0 JA( X1 10%, Zl 0 3,3a- Q� M M 7-D Opt- n '��`: �, r 1 - 1 I ti I f$fffff$f$ffff$f$f$ffff$$fff$$f f f $ Truss - T Structures Inc. f f f f 2100 N. Pacific Highway f f f f Woodburn, Oregon 97071 f f � f Phone 503-981-9581 $ $ f +off$fff$f$ffff$f+�ff$ffffff�r$�ff File Name : J4055CSD � �� 01 _ 4-5J� Frame Title : Q FT RAFTER Prepared by : AML 3/9/94 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 Strenq_th = 50.00 ksi Web Plate Yield Strength = 50.00 ksi Modulus of Elasticity = 29000 ksi Coef. of Linear Exspansion = 0.0000065 1 48 FT RAFTER r J4055CSD 2 Y3_ Load Case no. I DL Load All Sections Member Self Weight 4 Load Sec. no. 1 -0.04 klf to -0.04 klf at 90.00'�eg. Load Sec. no. 3 : -0.04 klf to -0.04 klf at 90.00 deg. Load Sec. no. 4 : -0.04 klf to -0.04 klf at 90.00 deg. Load Sec. no. 6 -0.04 klf to -0.04 klf at 90.00 Meq. Load Case no. 2 : LL LEFT Load Sec. no. 1 -0.53 klf to -0.53 klf at 90.00 deg. Load Sec. no. 3 : -0.53 klf to -0.53 klf at 90.00 deq. Load Case no. 3 : LL RIGHT Load Sec. no. 4 : -0.53 klf to -0.53 klf at 90.00 dp-g. Load Sec. no. 6 : -0.53 klf to -0.53 klf at 90.00 deg. Load Case no. 4 : WLL Load Joint no. 1 : 2.84 kips Horizontal Load Sec. no. 1 : 0.26 klf to 0.26 klf at 90.00 deg. Load Sec. no. 3 : 0.26 klf to 0.26 klf at 90.00 deg. Load Sec. no. 4 : 0.26 klf to 0.26 klf at 90.00 deg. Load Sec. no. 6 : 0.26 klf to 0.26 klf at 90.00 deg. Load Combinations : Load Combination no. 1 : DL + LL + Load Case no. I X 1.00 + Load Case no. 2 X 1.00 + Load Case no. 3 X 1.00 Load Combination no. 2 : DL + 112 LL ONE SIDE + Load Case no. 1 X 1.00 + Load Case no. 2 X 0.50 Load Combination no. 3 : DL + WLL+ + Load Case no. I X 1.00 + Load Case no. 4 X 1.00 Load Combination no. 4 : DL + LL + 1/2 WLL+ + Load Case no. 1 X 1.00 + Load Case no. 2 X 1.00 + Load Case no. 3 X 1.00 + Load Case no. 4 X 0.50 Load Combination no. 5 : DL + 1/2 LL + WLL{ + Load Case no. I X 1.00 + Load Case no. 2 X 0.50 + Load Case no. 3 X 0.50 I 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 Fig. Right Fig. 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) -------------------------------------------------------------------------------------------------------------------------- 1 I 111 0.00 0.00 F 2 111 17.00 0.00 F 17.00 0.2500 6.00 0.2500 6.00 O.1B75 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 11.00 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 49.00 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 17.80 A = 0.31 inA2 I = 0.01 in-"4 ---------------------------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 5 Maximum Combined Stress Ratios ----------------------------------------------------------------------------------------------------------------------- Member Forces Member Stresses Allowable Stresses Unity Check Max. Sec. Load Shear Axial Bending Shear Axial Bending Axial Bendinq 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) (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 -81.33 -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 10.77 -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) Com. (in) Cam. (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 -1.5809 1 -0.0034 3 ----------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 7 Maximum Positive Displacements and Reactions ------------------------------------------------------------------------------------------------------------- Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Com. (in) Com. (rad) Cam. (kip) Com. (kip) Com. (k-ft) Cam. ----------------------------------------------------------------------------------------------------------- 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 6 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 4 204.00 all none required ----------------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 9 Reaction Summary COO. it. 3 it. , 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 2.69 0.16 Vert. 3 6.69 2.23 Rota. 3 i�.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 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) 31e A325 Bolts 6/12.7 k W/(2) 5/T A325 Bolts Maximum Base Plate Loads: v 3/8" 19.8 A 1 8.9 k t 1/Y 23.6 k i 15.9 k t 51T 30.5 k; 16.8 k f II II II II Il SA,1 I� 2.1 .I ICAP BUILDING PERMIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION 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 UT11= 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 TRACKING Name: c_ Permit #: Project Type: Date Received DISTRIBUTED RETURNED DISTRIBUTED RETURNED '023 Public Works Engineering Fire Dept John Farrens Date returned for corrections Date resubmitted with corrections Date ready to issue: Date issued: B u ild\formslchecklst r Cay of ARLI_VGTON Building Department ?r .AINNTNC AND ZCNTNG RFVTLW I. ZONING CONf?LLLNCE: A. Zone C'.assifacation B. Pit Use: Yes No C. If no, e.:tension or non-caniorming use: D. 1�I'inimum ioc size =uired: Shown: E_ Yard R=uiremenm: Required Shown 1. r:onc 2. Side 3. Rear F. Hei;at iimitadons, Ma-timum C. Landscapin; and piaa required: Yes No F. Paring: I. Off-sic paring required: Yes No ?. Plan urovided: Yes No 3. Adecuate parsing provided: Yes No II. LOT COVEPUGE SHOWN: APPROVED NOT APPROVED D-E7--=--RNFE\rA. :ON �)F S - ' .-k_ r i"'=CCRTC� =.ff "'ICN Action / Appiication ,iiie: SFR 3i;eT De c-�;don or -.c^en: Code �%-.femnce allowing exemption: 1 (1-)b Person maldnz deter-ninadon: Date: .vo511wcsn18Ps�n 1.•':m w I City of Arlington Building Dept FIRE DEPARTMENT CH , .K .1� PERMIT 0 DATE: 26 NAME: / Q ADDRESS: `" �U `�9 /LEGAL: BUILDING USE: CCUPANCY CLASSIFICATION: A B E F H 72 12.1131 4 1 1 2 1 3 1 1 2 1 1 2 1 3 4 1 5 6 7 I M R S U 1.1 1 1.2 1 2 1 3 17 3 1 1 2 3 4 5 T771 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR 7N Item inspected&completed Site Plan: Approved Denied Signature &Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\fonnUchecklist MCEMCIPPROM i i 11L LZJ'r-r U' T 3211,ll-� " — — — - — - :rf}1 I r�I I�� �J 'r . }�r I���C�--- "• � �t ,:�;�1•� _ 1 r j �. :''_Il !b LF ZT -1 - 7F, I kj r I I ', L.Tll 1 4 Ijar rU -Ti f i _ F H'u"1{1 i'lrn �— i tl I�'r'�'�.A'`�.� iL--, J •� --mq S Ii,.w- --T -�tqf i JL ■ r JOUTS+T -I 111 h 1a1: � _A •I r7 T - i.iI Ir• I I 1•� I r lax, u -1 m -J w ACCOUNT NO. FILE CITY OF ARLINGTON W! _11R & SEWER DEPARTMENT APPLI-')TION PA U6� Application is hereby made by the undersigned property owner for all water and sewer service required or used for any I i purpose at 3 S S9 `� in or near Arlington, Washington, for which I agree to pay in advance PaVCtI G ,1 and in accordance with existing ordinance' nd regu atio s of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: t-� Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ co rn Water-� M . $cn ain Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CIO Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G CL• LLJ Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ � I I �/ r -� pp Tap-In Charge. . .l. �.1)v/�l'Qi!i. . tS.`4' r^a-;` u'NI�. . . . . . . . . . . . . . . . . S � �.� Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 11 /yam z O Water Service Connection Charge (Metering Charge) .4. ,�f . . . . . . . . . . . . . . . Oy W I.- Cr V $ F on' Z 1 = av � .Sewer Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UJ a U. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Sewer Main Reimbursement. . $ m0u. n� �\ Z -j w w Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ WiW a O < Z 2 r J oc o 0 v W Sewer Service ion orge .TC- -7Ih. . . . .�. .Q .�)�al, (/QS�UQ(���� IdN(�5 m W Z ? o Total. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . $ I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, ASDV 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 liability for any damage as a result of interruption of service from any cause whatsoever. U 0 1 J I naP1919 Cy (1)F ARL.INUI-Ufa 'OWNE DATE ADDREE15 (as :''� i City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # DATE d-3 -q�2 ACCOUNT # NAME: ADDRESS: / 2 ?i 7-11 LEGAL: eV1 19a,,L '_C BUILDING USE: :��A,,c # OF BUILDING UNITS: a TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required ,p SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: Z,Z-C, 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��,,/ i Build\forms\u-check e-2 City of Arlington Building Dep� PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # 9 v0( � (O DATE ACCOUNT # NAME: aa&h ADDRESS: c LEGAL: &61 BUILDING USE: O # 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 Er PRETREATMENT DISCHARGE PERMIT: YES ✓ NO SEP 11 1996 CITY OF ARLINGTON WATER/SEWER FEES PAID: YES NO__V/ Build\fortm\u-check r .. rr i 1 1 .MN 1 , "N, \,���N V ��� f' } � i�� . } �1 i�i }. �i i ` �� r...�'�`,,+'•� (1 ~ ��+4.��.4� — i ii it i i i i i In City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT #_2�? Z 6 DATE �o j ACCOUNT # NAME: ��V ` ' ADDRESS: lee 4ELEGA &4&f /vdl 3 J BUILDING USE: # OF BUILDING UNITS: OQ t 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\fomis\u-check �� ■ ^ - i 1 i e ti I qwU FFa rn ullai1,A%0 �.pfj - 4 -'aenml I ;)Irw LF'IA al �_ r • - ■ - I-SPOW 4--to �w � 1�'llrr31�7�'1L ■ Ir I.II . ,1i 31s'1T1-'Y�Nrf 'bgnall��7y �1�T .1264 3R.-i--LT --k,] It V IL Is.3 :ICJJ k LIFi 1,41 IF II 1111 -m Lua xxi i wa M64 1 rim ob • — - -- - urt vIJ • Jl;! uLI I 'dill I 1 I Tij : I I r65H I I Mr.1 Y vu ' �04 g3[y itIIall r-M I H-MAI NJ1 bw howl r■ L ' j CITY OF ARLINGTON l 238 N. OLYMPIC - ARLINGTON, WA 98223 (206) 435-5785 REQUEST FOR/ACCESS TO PUBLIC RECORDS Department Division Person Receiving Request Date L Z - z7- R2 Name R OG H y AJ `7—s r tVG U— Address 15-0 0 ( 7 3 a-E> PL N' City G0T74-E-C.L State wI4 Zip MH Phone If emergency request, indicate date desired: Fcjc RECORDS REOUESTED: Title of Record Date of Record Please describe below the records you are requesting and any additional information that will help us locate them for you as quickly as possible. 44AJ6 q.r- //VFU o Al A--TTX+cff-F-� PEJZM (i S ut LDiAf C, C7' -2 9�,Vi &6k-' ZAj dF I certify that the lists of individuals obtained through this request for public records will not be used for commercial purposes. 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T JNIOb'N8 �VINOZIaOH 'zd OIWS13S — 3 N aNIM — M csdi � SNOIl0d32J 41, 9or I r � - 12-0"i�b GENHf�AL NOTES WOT. ErrecTne s Joe MJMBER• 9l0-4532 ZEE SECTION 5ii T O w R Ate,, P`R nsTM DESIc TION YIELD 5)�Et$zm PROPERTIES ° D Fear I. sr DEALE-9- C?C- MATERIAL51q, N W )• GIFIGATIoN FY- 50 K51 MIN IK IN IK IK Dec IN IK• La IK IK FLATDAR A�29 PROJECT• T-NA^ieA2- ):<_*,r:rx.-..� -,.•z_ �J�PLATE � A S70 FY- 50 K51 MIN 10 �2S .105 1.021 50.00 3/Ib 1.590 6.431 28.546 5.046 - ` mr-Rh I y MILL`SHAPES A-56 FY- 45 K51 MIN � ° D75 0.970 50.00 21/I6 1.350 4.594 I`t555 ��'O� LOCATION• Aeunl4roti 41h CAM PLATES _':- A-56 FY- 45 K51 MIN BRACE RODS A-!)6 FY- 56 K51 MIN 9A 225 .105 1.021 50.00 5/16 1--,5 4.559 18,1'Sb 4.055 ' GOIp FORLKU LlGtif GAGE? SFY+PES A-446 FY- SS K51 (GRADE D) 090 0.996 50.00 5/Ib 1550 4.594 15b25 3.472 DESCRIPTION x 52S x �12-o CEfZ��3 3�Et�JE) - ' ROOF AID WALL SHEETIW3 OR PAWL) A-446 FY- 80 K51 (GRACE E) p A75 O.`170 50.00 5/I6 1.125 5.828 15.070 2856 ROOF SHEETING,(STANDING SEAM) A-446 FY- 50 K51 (GRADE D) .060 0.944 50.00 5/I6 0.900 5.062 10.454 2055 0CLT5 TYP A-525N w 8.0 2.75 .105 1.021 50.00 5/16 1.575 5.559 15351 5.002 l ' 1/2.0 BOLTS -1 5 .090 0.996 5o,00 5/16 I,550 4.s94 152o I 5.074 LOADING INFORMATION BLDG. GODc 1994 UBG .075 0.'70 50.00 5/I6 1.125 5.828 11.049 2.455 _.+....,w.�-+•� 2 oawn STT�KTL A!- PAINT .o6O o.994 50.00 5/16 0.900 5.062 8 D•.659 LbbI LIVE LOA 25 P5F ~ s PRIMER RFD OXIDE CR ENAMEL•GREEN OR BLUE 6D 2.50 .060 0.994 1 50.00 5/I6 0.720 24SO 4.020 I 1255 DEAD LOAD 2 P5F + FRAME VJT. 3 5-r'.[)t`►7ARY �JFXTLRX D 8 MP 00AT19-2 WIND LOAD H EXP. C 7771 c FORMED FROM GALVANIZED PRO°UGT5(0160) a AI to rx-R/C,oNTRAGTOR QR A& FIN RESPONSIBILITIES see WOE• Ems`""°5 MEGHIANICAL LOAD• 4. GEE SECTION T o w R Am, PER ..�.+�w•.r.n FOOT 1. 5. PACIFIC BUILDIPYi 5Y5TLM5 STANDARD PRODUCT 5PEGIFICATION5 FOR DESIC4J FAbRICATIM D B GROL1rD SNOW LOAD 2S P5F WALITY CRITERIA.STANDARDS AND TOLERANCES SHALL GOVERN THE WCM U'LF55 STIPULATED PROPERTIE5 •- � Y OTT£RWISE IN THE CONTRACT OOCL.fvENTS. k k IN IN Vdl. IH 1N• La. IN 1N• SEISMIC ZOfvE- -6 V IN CASE OF 015CWAW�1E5 BETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLANS o 10 525 .105 1.1bb 90.00 5/Ib I b90 6.451 28.100 5.452 FOR OTHER TRADES.THE PACIFIC BUILDING SYSTEMS PLANS SHALL GOVERN. r .075 1.095 90.00 5/Ib 1.550 4.594 20.085 5.574 M SHEETING I(j�. 9 0 2 2S .i 05 I.I bb 90.00 5/I b I.S75 5.559 17.761 5.947 � �L IT IS 1HE FFSPONSIDILITY OF THE BUILDER/COffTFAGTOR TO ODTAIN APPROPRIATE APPROVALS AID I p O90 1.150 90.00 9/Ib 1950 4.594 15.505 2001 NEct55ARY PERMITS FROM CITY.COUNTY. STATE.OR FEDERAL AGENCIES,AS REQUIRED. (- .075 1.095 90.00 5/Ib 1.125 2026 12820 2.500 ROOF- 26 OA CC L GIB (PLA10 •� "=IIIL-•'='r'= 4 APPROVAL OF PACIFIC,BUILDING SYSTEMS DRAWING5 GaN5TITUTE5 THE BUILDS-9/GCW9AGTOR CR A/E FIRM 11� .060 1.057 9000 5/I6 0.900 3.063 10267 2.054 _ ACCEPTANCE'OF THE PACIFIC BUILDINY_, 5Y5TEm5 INTERPRETATION OF n-E CONTRACT PLIHCt'A5E ORDER. 1 , � 80 2.75 .105 I.Ibb 90.00 5/I6 1.575 5-559 I4.98b 5.747 WALLS. 26 GA OcaL Grwc. FAINTED) Y .090 I.130 90.00 5/1 b 1950 4.594 12.922 3227 g OLJCE THE BUILDER/GCNTRAGTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SY5TEm5 APPROVAL 075 1.095 9o.00 5/Ib 1.125 5.828 10.550 2.565 r >. PACKAGE.CNAWi-S FROM Tt-E PLRCtIA`SE ORDER BY THE BUILDER WILL BE BILLED TO THE BUIIG£R/ 060 1.057 90.00 3/Ib 0.900 5.063 8.520 1.954 IN5LILATION CONTRACTOR FOR MATMAL.ff*IN•EE911,10.AND HANDLING FEES.SUCH CHWIYES MAY CAU=E THE P90-EGT TO DE MOVED FROM THE FABRICATION AID/OR SHIPPING 50E'OLIP.A PENALTY FEE MAY b0 2.50 .060 1.057 9o.00 5/16 0.720 2.450 5.904 1209 } be CHARGES IF THE PR0.ECT MUST be MOVED FROM Tr -FABRICATION AND/OR 5HIPPIW,5CHEDUE. ROOF 3' WHITE V1NYL FACED �B Y oTH EnS) �� AS LCW5 AS PACIFIC BUILDING SYSTEMS DE510N AND DETAILING APFZOAC1 COMPLIES WITH THE Q PURCHASE ORDER STARTER- Al�a r wepwTHE BUILDER/CONTRACTOR OR A/E FIRM IS RE-SP h15IBL-E FCR THE OVERALL PROJECT COCRDINtATiON E � ALL IN ERVACE AID COMPATI01LITY C NCERNING ANY MATERIALS NOT FLFNISHfO BY PACIFIC BUILDING '�Ei'COVERAGE WALL5- BY 01-�ER5 SYSTEMIS ARE TO BE G061007-- ORD D AND COINATED BY THE BUILDER Ara/CONTRACTOR OR A FIRM 11• I � ..w�.wl THL5E PACIFIC BUILDIW. 5Y5TEM5 A55LMPTION5 SHAALL-GOVERN UNLE55 SPECIFIC DESIGN CRITERIA GON EINIWX THIS INfE#ACE BETWEEN NIATUML5 15 FLI•�.115HEO AS PART OF THE PLRC41A5E ORDER. I WALK-IN DOOR SCHEDULE SYMBOL =0 7HE BUILDER/CONTFAGTOR 15 RESPON518LE TO IN5L1E THAT ALL OTI-"PR0.,E�T PLAN`' AND SPEGIPIGATICMS COMPLY WITH THE APPLICAbLP REWIREMENT5 OF ANY GOVERNIIY.,BUILDING AUTHFITIE5, SYM QTY. DESCRIPTION SLFPLYINKi 5EALLU ff�,IN RItKi DESIGN DATA AND DRAWING5 FCR TH7 PACIFIC BUILDING SYSTEMS �� A 5 b-0" x 7-0� BY OT�JZS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PAGIPIG BUILDING 5Y5TEM5 OR ITS - Y~ Try.fib w" DESIGN ENGINEER 15 ACTING AS THE ENGINEER OF FtCC1;V OR DE51GN PROFE551Q FCR THE CON!ORDER. -�� 5TRUGTION PROXOT.THESE DRAWINY5 AND Oc-51O•N ❑ ��DATA ARE SEALED AS TO THE STR)GTLRAL SYSTEM FgAMED OPENING 5GHEDULE 5n5oL = a R E W, IISHD by PACIFIC.DUILDI SYSTEMS IN C WLIANCE WITH ALL REOUIREI.ENT5 OF THE PLF-CHA5E Tw WT. I.Iri S.INi I„IN' S.iri � ft o 26 GAGE PANEL TYPE IN P5F I'MITIVe Broiw NI!OATI n Dcoun SYM OTY. DESCRIPTION R PANEL1- � . TM BUILDER/GCNRAGTOR 15 RE5PCN51BL-E FCC `_+ETTING OF ANCHOR DOLTS AND ERECTION OF STEEL SLIPPER SPAN .0196 Z�.,6 .0520 .OS05 .0425 .0795 3BUIL.01tn C4MrCNL-NT5 IN AGCO ANCE WITH PACIFIC DUILDIWK 5Y5TEM5•FOR C.ON`'TRICTIw 5EGTION 5�CO .0206 •0622 -OFfi4 -0510 .0824 84 DRAWINY,STEMPORARYVXPORT5 OR DRAGING REWIRED FOR THE BLUILDINY,ERECTION WILL eE TtE PROPERTIE5 HI-RID 11 .01-0 .cm� .O4o8 .0585 .0454 AGGESSORIES xt ReleON51151LITY OF THE ERECTOR TO DETERMINE,FUR 19-t AND INSTALL Kzg3 r)• A-2!� DOLT 3:1CT1-TTENING ft-(A)EtvEi•!T5 NOTE,MINOR RIBS NOT SHOWN - INIL.Ur-ES SAG AK3&LF5 0) ti1Lo-•F��Nr rN GacH MAN TLRN•OF-fW TIC+rTENINY,SHAD_be USED. WITH TII44-0E-NUT TIGHTENING.HARDENED WA`JfiRS ARE NOT TD AIINlMlLC NE4t�ER SAF7• REWIRED.bQ-T5 SETA.-L DE IN5TALLED IN ALL HODS OF TIJ: CC",eCTICN AND BROUGHT TO A 5NU&-TIGHT goY C.Ct,DITION'SNUG TIGHT' 15 DEFINED A5 ne TIGtiTNE55 THAT EXISTS WHEN THE PLIES OF THE JOINT Me 19 ����� IN FIRM CONTACT,11115 MAY DE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE TIGHTENING O- i A PERSON GAN ACHIEVE WITH FULL STREWDTH WITH AN ORDINARY SPll7 wlwtr-.H 54JO TIGHTHJIN:, SHALL �u -3 PROGRESS SYSTEMATICALL-T FROMI THE MO5T RIGID PART OF THE CONI1ECTICN TO THE FREE EDGES,AND THEN THE DOLT5 OF THE GCMEGTION SHALL L BE RETIGHi1EiJ O IN A SIMILAR SYSTEMATIC MAN ER AS ..-------��^-�--^"'�^••■ I NEGE5SA9Y UNTIL ALL 15Ci_T5 ARE 51AilTAIEW5LY 5NW TIC'HT AND THE GONE TICN SHALL be TICtiTEIED FURTHER DY THE APPLICABI.F AMOUNT or ROTATION 5PECIFIED IN TABLE 0[t.OW.DURING THE 1. - T:C+1TE-NING OPERATION THERE 5H41.L.DE NO ROTATION OF THE PART NOT TUFTED BY THE WRNO EHt 1 l TIGHTENNG SEAL._PRIXStY-`.�5 5Y5TEMATICALLY FROM THE M057 RIGID PART OF THE JOINT TO 175 FREE w -- EDGES. r =g@« -NUT ROTATION FROM SMUG-TrC-�+•IT [.aMITION 0I5POjITICN Cr ELVER rAC2 Cr DOLTt0 PARf9 Q/a•QI1 G 7 - ..�,.,..».r-�• DOLT LENGTH DMH rites CNE raa NOWAL TO DOLT Ax15 APO bM r►CL5%. m Wr Max TI M 'r (UNDERSIDE OF HEAD NM"TO OTH M 7LMTO NOT Max M'M 120 120 rRaLL NGA4V.Tb TrL DOLT AXIS -y�yr `� TO EDGE OF'DOLT) DOLT AXIS MEYMm wA7rM WT LPJeO) Oevmm WASH[R wr u5m) L LP TO AND INCLJUJIN3 4 1/5 TURN1/2 Tl•IRN 2/5 TURN E%FIRES 0/20/9)( ZZ Q • - DIAMETERS O .n •• OVER 4 DIAMETERS DUT NOT 1/2 TUN 2/5 TLRJ 5/6 TUN �►}""-"'""��"•' EXCEEDINCa 6 DIAMCTL•R` cl ,�..w�•�t FOR DOLTS INSTALLED by 1/2 TUN AND LE95,Tte TCLERANC.E_H.LI_DE FLU.?'OR MINUS 50 CeCWWS. " r-OR DOLTS IN5TALLF0 DY 2/5 TUN AND MORE.THE TOLERANCE SHALL DE PLUS OR MINUS 45 DEG11ME-5. yJvsi.rc; - ANGLE SIZE & END PLATES \\ \ '-- TYP.'IN DETAILS "B" THRU "G" \ a a • t)/)/Jr• H X VARIES '•.,\ \ O m O 1/Y d X\ GR 9/T�CeSCRCM THREADED RCO Q3 r Q IF W BRO'C DOES \ Gj NOT ROOF LOC. 111 m 0 m -_-, -•�-.._. PLATE 3 16X 1 1/r % 7l PLATE 3/15 % 1 1/Y % 11/7 1 Y X S THREADED 1/Y d x U a O --•-- (1)9/16*d H (1) 9/16- H ROD EACH END THREADED R°0 I/r 0%5 * * n O,READED RCO 1 8 —1/r x 12, h 1v ,�,�...-...,-.,_.,;- -•+ 111REAOED ROD i 1/5 ¢ mgm U 1 1 r Y Y r 7-W VAxES 1/t GR.5 OW.) \ G m � z FIRST GIRT M BASE m� EAVE DETAIL ® ROOF A MID DETAIL ® ROOF B RIDGE DETAIL C EAV ETAIL W�L N-TO D EAVE DETAIL WALL E Mb\DETAIL ® WALL �E DETAIL ® EfbVALL G } 1 LL N o ul �,�,,,,"„r„•�,.1 BRACE GRIP & CABLE USE STD. ILSIDE a 1 � ►3 `�\ \ NUT ® 0 ER END O1/4tl \ $ SEMI-SPHERICAL WASHER RAFTER -� �_ BRACE GRIP& CABLE �? • -Z EYE BOLT OR ROD �• \ RD BRACE r I� LZ�` �- I 3` X 6" MIN P . I � G BRACE-EYE `� BOLT NN\ UAL TO � \ ROD DIA_ t 3/4"0 BOLT m NOTE: 3" X E�- MIN PL. x1p, 2 1/T 2NDSLOT REO'D d 3" X 6" MIN 4 .,__�:. •r l 9 it Ot 6 ' - � DBL. BRACING ONLY 3 COLUMNS 0 r % N N CABLE CONN. H CABLE CONN. J BRACING SLOT LOCATION K •CAB E CONN. ® 'CORNER C L. L ROD CONN. ® CORNER-COL. M ------- -� (4).1/7 0 X 1 1/4- BLOTSNa .. . GRADE 5 O LAP - s� 3 •'-'"""•�"'e~'I - .,-.` LAN VIEW FOR LAP. •I-t •• aC•3�� \ SIMPLE SPAN GIRT SIMP SPAN GIRT ^••..�,,,"a„� (z) 1/z' 0 x 1 1/4' olTs �z11 1 D x 1 1/4• e Ts 1� �SEE P r ° � �+ E 5 EACH END •FADE 5 EACH END CL �_ IRS 1/4• CART UP 3/16 1 1/2 - 1 1/2 3 16• GIRT CUP 1 a n / --- r--------- --- e • BRACE GRIP & CABLE ,,,,,r.• e—o �rT� e e I FIELD INSTALLED `•• cC1AS•• �f ~ I J 12 OR LESS - ~ a 12 PL. 4" x 4" x 3/8- AN 1212 L65 ZIIZ - q'..•�Cp."_+%D�/l�•q � F SEE PURUN FLANGE E � C�Ir XXA1 3/4• X 1 3/4 (1) 1/2. (1'X 1 1/4" -., .. J12 3/15 PURUN CUP GRADE 5 O BEAN Exr1RFS R:2oi 12 OR LESS ✓I SEE PURUN FLAN BRACE 2) 1/2 0 X 1 1 4 (4) No. 12-14 X 1• TEK ��,_,�,,,,,•.�,-.,,.. ( . /� BOLTS SCREWS (O.T. GRAY) A PURUN GRADE 5 O CUP BRACE BOTH SIDES UNLESS NOTED ON zz ERECTICN DWG'S N STD. GIRT FLANGE BRACE P INLINE�GIRT FLANGE �RPCE R PURLIN FLANGE BRACE S CABLE CONN. ® CORNER COL. 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