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HomeMy WebLinkAbout101 Fields Dr - BuildingOF pOHT, VQ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation 08 00000224 Date 3/05/08 462720 101 FIELDS DR 06 30 18 1 2 8070 0000 KEVIN H RODMAN COMM NEW CONST UNKNOWN 15000 Application desc 1200 SF BLDG FABRIC ROOF OVER 2 LRG CONTAINERS Owner Contractor KEVIN H RODMAN EDEN EXCAVATING INC 4065 EDEN VALLEY RD 4065 EDEN VALLEY RD PORT ANGELES WA 983638833 PORT ANGELES 'WA 98363 (360) 461 1275 (360) 461 1275 Structure Information 000 000 1200 SF BLDG FABRIC ROOF /CONTAINERS Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT COMMERCIAL 1200 SF BLDG- FABRIC /2CNTNRS 121459 277 75 Plan Check Fee 3/05/08 Valuation 9/01/08 Qty Unit Charge Per BASE FEE 13 00 14 0000 THOU BL -2001 25K (14 PER K) 180 54 15000 Extension 95 75 182 00 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A IOBC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit February 28 2008 1 48 05 PM sroberds The proposal will result in a cover placed and connected to two existing storage containers in the IH zone No land use issues are anticipated with the placement Approved with NO electrical See Elect Eng if he wants an electrical hook up February 26 2008 10 21 21 AM GMCLAIN Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE Fee summary Charged Paid Credited Due 4 50 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regu ing construction or the performance of construction. Date Print Name Signature of Contractor or Auth rized Agent ____'zignature of Owner (if owner is builder) T Forms /Building Division/Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED 4ND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION- FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE/ DOWNSPOUTS I I I PIERS POST HOLES (POLE BLDGS.) I I I PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE I I I FINAL DATE ACCEPTED BY, BACK FLOW WATER I I I AIR SEAL WALLS CEILING I I I I FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS I WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR I I I I INSULATION SLAB WALL FLOOR CEILING I I I MECHANICAL I HEAT PUMP /FURNACE /DUCTS GAS LINE I WOOD STOVE PELLET CHIMNEY I I I FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING I I I ESA. LANDSCAPING I I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED YES I NO ELECTRICAL LIGHT DEPT 417 -4735 I ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ I CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I I I FIRE DEPT PLANNING DEPT 417 -4750 I I I I PLANNING DEPT I I I I I I BUILDING 417 -4815 BUILDING T Forms /Building Division /Building Permit (10 /01 /07).wpd F.� CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 08 00000224 Date 3/05/08 Application pin number 462720 Permit Fee Total 277 75 277 75 00 00 Plan Check Total 180 54 180 54 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 462 79 462 79 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T Forms /Building Division/Building'Permit (10 /01/07).wpd BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED 4ND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO 1 FOUNDATION- FOOTINGS S14EAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS I I I I PIERS POST HOLES (POLE BLDGS.) I I I PLUMBING UNDERFLOOR /SLAB I I I ROUGH -[N WATER LINE (METER TO BLDG) GAS LINE I I I FINAL DATE ACCEPTED BY. BACK FLOW WATER I I I I AIR SEAL WALLS CEILING I I I I FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR I I I I 'INSULATION SLAB WALL FLOOR CEILING I I 1 MECHANICAL HEAT PUMP /FURNACE /DUCTS I I GAS LINE WOOD STOVE PELLET CHIMNEY I I I FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES f FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING I I I I PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING I I I ESA. LANDSCAPING I I I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED YES I NO ELECTRICAL LIGHT DEPT 417 -4735 ELECTRICAL 7 LIGHT DEPT L CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 I PW ENGINEERING FIRE 417 -4653 I I I FIRE DEPT I I/ PLANNING DEPT 417 -4750 I I I I PLANNING DEPT BUILDING 417 -4815 I I I I BUILDING I I T Forms /Building Division/Building Permit (10 /01 /07).wpd Y BUILDING PERMIT APPLICATION Print In Ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent K /,<vt /<o 0/7 Property Owner A Juan Property Owner's Address yetis Eck �Q�l Contractor /Engineer Contractor /Engineer's Address sat�ita License 4 For City Use Only Date Received_0 2 Z 5- 0 8 KCommercial Multi- family Industrial Permit Date Approved Phone cf�o Phone 36 �K/ /a y L a4 14 Ph6ne i Expires PROJECT ADDRESS q'I �G /apse ul IJr�ve �F lei 1JF Parcel Number Lot Zoning y,/y Zvc� Project Tvpe Brief Description. Residential KCommercial Multi- family Industrial Check all that apply 9 New Construction Addition Remodel cf�o TG�z�a Gc C��/�DJ1 -Q STf cf" lace Repair i Re -roof Demolition Sign wall- mounted projecting freestanding awning other Heat System Other Floor Areas Basement 1 Floor 2 Floor 3` Floor Garage Carport Covered Porch Deck Shed Other Total sign area sq ft. Maximum allowed sign area sq ft. Heat pump wood- burning stove gas fireplace pellet stove other Existing sc. ft.) Posed (sq. ft.) Al a per sq ft. TOTAL VALUATION p ��3y0 sq ft. Lot size S a c.f,A✓1 sq ft. Lot coverage e Tote! foot of structures Max. height of proposed structures A l ft. Occupancy group of bedrooms Will a lawn sprinkler system be installed? Occupant load of full baths Will a fire sprinkler system be installed? Construction type of half baths I have read and completed this application and know it to be true and correct. lam authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits pr to orking on projects. Date Print Name/��P�l�a Signature a T Forms /Building Division /Bldg Permit Appl. -2006 Code.doc ,0. IT k �r�"a� S �R a ,ems t� S .p s'�" w 'i "R (i> Art gL i+ P t tV 4. i st CL) V w 1 .fit w.. 1 1 7 4 ;x r Ids `fir A ,:t i X 0 't m IZ a»© 't m I i Hi-O' TT I III II I �i f 6 oLF5 f f CLC "russ I.2w ��Ke Eusfei�e� �Pu��► 4 1 I �I I I I T T c T T-� ►�t�r�l� c,Q�wvi_frac_� b y ac(t rru� _G.vG�_UU�- ,1G��� 7��, c I f T T �T I �T r Ke ye4 o er t- MIA b�t� t�► FL a� e o� aC I I I I T CERTIFICATE OF DESIGN AND MANUFACTURING CONFORMANCE FOR COVER -ALL BUILDING SYSTEMS A7 Ixmplments of the sleet and fabric budding system described be)DW have been or win be designed and fabricated in accordance with the standards and loads bsted below 1. DESCRIPTION I AP Ref Ntsmber J8 DSN$34t Building Type and Size: 30' x 40' 0 10' V. LEA LEGEND BUILD Use and Ocaupancy. S (Ci11969 MI)DERATE WARD) Side location (Civic Address} 101 FILIDS DRIVE PO AN GM. NIA Applicable Building Code: WASHNGf0) V13M CODE Fabric Type: FR Construction Type: Tvoe II B Builders Name and Address: EDEN EXCAVATIN PORT ANGELES. WA Owners Name and Address: EDEN EXCAVATI PORT ANG ELES. WA Balding Legal Address CANDACE LMID PfNSHP LG LT SBDV Vi P24 LOT 7 -NE- 5.00A r_ 1,2, h• 1 Dedga Standard: &SM 7 DM Y Y- STANDARD C Imp Wind (IN} 1.00 Importance Factor Snow (Is} 1 J1 Bwldns Dead Loud (Pllfk 1.50 DESIGN 6 M ACCORDANICE Ylfii APPUCAI3LE SECWN3 OF THE 1989 ABC (9th Eddbn) AND 1989 AS SPEIMTION 2 REV GENERAL_ 1f7t T16 MM NCLMIC WORT TH01 P TECH. IBM THE P ROPERTY OF THE RRIDC N 11E SM ORTERrAANs SMALL MOT BE WMM W.M W.M. O OR Ik1D FOR ANY OUTER RIOG57: WIRHIDIAf PRIOR WRITES O COYFA-Al1 NRly16 SISTa6 NG T!E 6EIEIAL CONaNISaR Alm/all fRa:tpt 6 93F17 p�'OIt;BIE EQR ACaRaE 6000 OIIWM MaIeQWBff N EAECING L� NADNG N COIiaRIN11fJ: WTR! OILS DRIWID OERAB.S RE7EABC ®N 1H6 DRAIWHG AND IfA6Rw STAIMRffi F17i1>�iG TO P1DPFk ERa2ON1 1VL11DDC LIE PROPER USE OF TEMPORARY WP M. THIS RDDW 5 NOT DOOM m BE LIM AS AN ASOHID WL CovER`ALL NROI G; SSW NP 5 NOT RESPO L1lE FOR LASSES ND/OR MfINE AS A IBM OF WRING 176 SMIMIG. 1 HOOM D HAS kFwRA REEN; Doman U FIRM COOfP 0L LFT THE m THE pE1 anrE 7HE S86WS IF A IxI1tM SCUM M *D& E 19 LET DOES JILL ASPECIS OF NOT ]HE W Nf21 I DNG�ALL TOME m IIHE BUILDING W FAMOM 1HE LET. COWER-001. RIDDING SYSTEM W. 6 NOT RESPOAISW FOR EtdDl6. OWSWIS OR DYNG6 NCIARED N LE BMW OF THE ODIPOIENIS SHOWN DN 7HWS ORAWIIL, TIM FOR 1 E INSPECTION OF pe 0 COMPONENTS m DFIERIDE SAES 116 tERIEDIIOII AND 0GREMI G SOL APPLIES ONLY m FROOIICIS DESIGNED AND P M000) Or MR-At RUM SYS81 BE FOR THE Lamm CO OVIONS OESOLQ® ON "M DRAWINGS C ONRE1E IArEtIF'.+P06Bllt6 OF CDYELR -NL RBDD StSTEYS INC. S OG� ARE Nor 1 M 0157IEFR ALL DOOF4 omD1' AHD Dail -4P aDOAI S IBM 1E IIF519 ®m sLR PART 71E 9ff wiO lai0D1G ND ARf RM ON W BE (IDSD N 1 E BOO OF FINN WINDS, ANCHOR BOLTS. ANCHOR BOLT DIAMETERS ARE lE7 01 ACCJfi1NCE WON CSR 501000 USIAIG TRM� TO 71E RRM910N�NE 70 BE OE7EmDaLD Of ND IDID NOW �BOL.T 2 R�� NE AS Fal1DWS. MIN. 1 FWWIOM MW ff LEVEL SOLM AND SDML NOW BOLTS MIST BE AC KQW PIA® AS S 01Y ON THE 11 MINIS. F R ��NO UNDERSIDE Or EASE PIa -0' E 5 100' STRUCTURAL BOLT TORQUE VALUES. I LIRE B LIDS NIMES, 1H& BOLO CAP LOADS WITH A 9R2ESM /maw TORQUE TABLE B NFEWL FWI ICOWE) AGE 1 1 MW U71 2 WE I 1 1 Grade 5 I I FM3 SEAM RRE LAYOUT I1c11 I (MNi) a1m�d� {f py i 60 I 1 ft�e I Ube ft-Bs 315 1 IB 1 126 I MOO 1 415D 1 1 23 7/78 1 14 1 126 1 9650 1 67011 1 50 1 35 1/2 1 11 1 126 I 12100 1 9050 1 75 1 S 516 1 11 120 1 NaM I 144W 1 150 1 116 314 1 m 1 12D 1 2&M 1 2130 1 280 1 2M ME 1 7811 ISMOM GEPBS 3 AM 1@ MW 071 1 1/4 1 7 1 116 1 7170 1 KU M I 1126 64tH MATERIAL SPECIFICATIONS. ROUm SIRIEUK SECTIONS COWDRIM W MA MM -440 0004 SMERIML RATE DONIMIS m TIE FQIIORRD ONL PLATES GNL21 44W G4a21 //�SIY AS12 CR M K S S 64021 SON 04011 AS TV AASn li 4 t 5R ►D1DAL CaaDC 211CL1C wE1CNr OF 2.Om /sit (i10R /s9 11� W A MUM OF 7tO6 ARE, DOW F (1 01® g GU ToTo A 0019M COKING COMM C ONVIER90N CaaNC APPLIED OVER THE GILVNM SIATF7CE m CLEAR Ora" POLYMER APPLIED AS THE TOP SINACE COI m RESARO �m AK� 1p 1t,, F)iIWXF SLWACE APPOWN� AND PROVIDE A PRIMER FEASE FOR al6gall0O MOLIaI ZAIC APPLIED m ALL WELDS ALL VPUMM WITH GOORS IE D WILL OEMORSIRATE THE AMITY 10 WIIIGM A MNIAN OF MOO HAWS OF #MEWJm SILT FOG TE M m THE CONDITION OF S SNFIUE RED RIM WHM TFSIED N ACCORDANCE WITH ASIM M17 SOWMAIDS CIS A TII CABLE D TPA HIGH STIOGIM PER AAN A4M SMWVW COMPONENTS 1 plel1/�s E --c IISI(G;44'11p }E8. A OTHER SMVG111M �i IN YM SIRDIGtH� k1i DRAWING SCHEDULE I REVISIONS GIc 1 HRE I RIEV. WE I REM Wn I M. WE I fEV. FWI ICOWE) AGE 1 1 MW U71 2 1 De NOW 071 1 1 FEC2 IPROW LAY= 1 1 i@ NOV Or I I FM3 SEAM RRE LAYOUT i@ 'LW 0 i FW4 WE" add 1 102 IWiv or 1 i I 1 I F805 INimC MILE 1 1 IW 071 1 1 H FRUS ISMINIG LAMW 1 112 MW 071 1 I 1 I O RW IEIDMIL CME 1 1 1 I@ NW 071 1 1 I 1 FWB I, MOM PRONE 5 1 1 1@ LW 07 1 1 1 I FM 151 MAND OE1M5 1 1 1 1@ IDV 1 1 I 1 I F$ID ISERADVD GETUPS 2 Y 1 1@ NOW 071 1 1 1 1 7811 ISMOM GEPBS 3 1 1 1@ MW 071 1 1 1 F012 IbRi DE5115 i I I@ NOV 07 1 1 1 1 1 ROOF PLAN NOTES RWESS USE_ IS�B' (iMMm� To rRt W m�CARF OR RTD BRAMLG 71063 AID ANQFS W TM ip+ Au aARE AOD AND RIWN RIACIO ARE AM IIBRAL PART OF 11E tIWlSSFS ST�ICR1RAl MEMS AMD SHIOLaO BE PROP13U 116TMLID PRIOR TO 13=1OIr OF FABRIC ROOF ND 011111141 PANELS REMIAK OR AMAWN OF Nw RMOIG WRIDIR PRIOR ALITHORIMN FROM COVER-ALL THRONG SYSTEMS NC. 5 PROH EM ELEVATION NOTES. HOLES WAVIED N INS COIERNLS HEAVERS OR RIM FOR FRAMED WENAICS, DOW OR /01001 PM W&M.RON m BE BY DECIOR OLK CONCFElE WITH 11 (tlmm) lu IdN-BOL15' dt SIMILAR. PARTITION PARTITION WALL NOTE FEND FNSTALIAION OF 1MR M WALL m IROaLSVE OF ANY ARCH FRA7le WELDS IOTA Am FOR VEROCAL FARDI G DatFLTON COBALT COWS -ALL M OA SWEMS W. FOR REQUIRED OB WM DaE ERECTION MATERIAL STORAGE ECTOR MIST PROVIDE SIFE WORIM CON ITO16 AID PMCIES t;IIORq@FD. 0 aS AND CODRED II4 IMPROPE ARE YA36.T m THE EL ING W ALL SAFM TEMILAID& ALL UnI G OalIfES ARE m IE FABRIC LINER NOTES. TERM OEI AID STORAGE F S F LEY PIE BE DLIE I R 9D CONFORM PROVIDED LY DE51A ®10 IET THE WAM SAM Ca1PON MLS O W AOB SITE STORAGE OF MXO C MY ALL ff 10 0� FRONDED S ECIFE S AND SPREADER BARS ARE m BE MED To PROW PERM NDIT OR Aiy R FABRIC 6 AN PRIOR J PART OF THE sL RU 5150]1. RElA1rA1 1211E 6 a SE m LO TIE MM S DRY a RILL RES WIF)I 1R1 S 7.Sg5 OR T BE E ON E PRIOR AllnORO/IDON 6 PRO®IIFA ALL LEAPS AIE W ff 9T1RED TE COW LEY 94 0 AB TTION, V /M AN HE DaCIWDII OF ALL SR6LTIIRA aO1P01ENli YISI 8E PIOC47> IaED1aElY W RNOO WAAVNIY POOHFIS SIJFf1m11 W PROIIOIE 60m ORAWi4GE N ADRION, SEVERAL. INCHES OF SPURT a A BRACED BAY OW AND 111FMkW SPPORT f1 M K PROVIDED, ®WI�11HE LOW ENO AID 11E MM 1D MISSES. USE TE PORARY 11 m AS REDLIM m MIRE SWAP O fJCIF.RDR DEFIECI TINDER t1MD, ALL BIDING am YDIIWAD►L THE FRAMM NSIAL KNOW AND CROSS RAIM RI NO SWWE NEW "t O i THE AS ETC WEST ff LOal1ID MISSES N ACCORDANCE WITH CAM -5161 AND OM 28 CFR PART 1@e NEW I QDR OF TIE 1 Y C A ONES M 5 1 CQ RIALS W NaDIA St5Ea6 !C WILL NOT BE REiD IWEIM 6rRE M WW SUMOARD Fix{ STEEL F7ECIM SEVERE DAMAGE To THE MOM WRITIN Mfg W RIMILTTFIOM FOR Y9E10NS NB21 ARE RD' WX PROEM AfIER OFLNEItG RAM m COMPLY ■OH THIS REMIREMIEME MIRE ALL MAW Is" PARALLEL MANUFACTURING ST SMICI NAL ERAMIID U09M ARE COAMERED RJALM L AID MOO FARRI RIN 6 N AL MOOM WRM CVVC5A -5161 AND C%AZA -SI34 AS WHEN THE WwH� DOES MIT OEM 1906 FABRIC SPECIFICATIONS. APPL1uwE ALL POUNDLETWI MEMBRANES WILL PaSSL55 THE FOLLOWING MDSILN CWFA -ALL BIADW6 SYSEEI6 INC. 5 A CWB CERIM DIVISION ii M3 l fFRI OH FACLMM b AS PART OF NR CWB CE STRUCTURAL BOLTS. Ef19181 PBOP�3 IWWD7ICIIR®t OF MISSES. ALL III= ARE COWPLETED N SHOP As PER CO BOLTS N STRUCTURAL Mat 511618.1 m TENSION 1.111110S. OR WHERE 1Df68DD R°e $oft HOPE 11100 denier Fan IIIR1 Den6p p�L S MIDI D ESA W47.1 AND WSW. mWC10DB AN DUE W Y8180O11 OR 1010 FIIR:RKIO16 ARE NOT DESIGN COIf>ffiiOO16 �9 @YrJOm 4 ai (6 Imo) n ide "Men 4 b t< TOT a+rlor NOEPQDDO LIANA PAREPARTY 7FSTS WN WF1D86 AND PROCEDURES AND AM 1® IDLY BE SAID 1CNOIEA WHICH WHICH S ARE M T CO NS M 71M0 as91q m saeb ids d ms 116 FTJ0ON 1tff6 WITH ay MA AID DES WHEN ALL PILES N A MINI ARE N FIN CO IACL Slsiea V70 Y 16 LOPE c/s W A FR Massed Lee D&WV Pebeah/ae ALL BOLE LARGER TLNN 1� 0m OM L2AElIR1E iD ASIM A375 wind to m e9 Ad. (410 V.4 Lunen I" at►d /�teq )t ALL OTHER M M NxTS TD SIZE GR.5 IN ELUAWAIF. gS ALL ROLM Sall BE Ram GALWN= OR SLOWL. MM ALL BOLT WEREACIES 111EQUARE BoTH NIT AND IWrt T agus s bar ASTM �L A 0-sm wis N CONaEcInow stem W 1FMSDN L0Am REWIRE PE- 1f)61THLC Eua AM A M A m ist 7D MIMI" TENSION. INkimme 19E11FS AS SHOWN M IRE 118E 90,011- ASTM 0--MIA, TARE A 0107 WON I A STM E SSOL 1 Odds 5 I pmn%kflY 0.4401 b 1 am I IN 1 10 1 TES 1 tD JIM UST S101111M 3/4 f 11 1 20 I 125 p b� Lead 1z I 1 22 1 3R l 174 1 lad AT Smis 1D E 1 51 I ?D SNP Siff 1 AX5 OWM I 1 1/11 7B 1 56 1 248 Drp T Etm1r S'ad I 1 1/1 Il I 71 I 316 F6i Plogal7 RaWdi- 11 -L t� DEALER WESTERN REFINERY SERVICES THIS DRAWING IS PROPERTY OF COVER —ALL 0 r r� BUILDING SYSTEMS INC. ANY REPRODUCTION INC iN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF COVER -ALL BUILDING SYSTEMS INC. is O I�.� CUSTOMER EDEN EXCAVATING f i PROHIBiTID. PORT ANGELES, WA �F. a DRAWN BY DAM- o STEY'��'� PROJECT EQUIP MACH. STORAGE Q 0 g D VONKUSTER 02 NOV 07 1 3815 WANUSKEWIN RD, SASKATOON, SASKATCHEWAN. S7P 1A4 /Q �t CHECKED BY• DATE PH: 1- 306 657 -2888 FAX: 1- 306 -657 -2717 REVISED BUILDING INFORMATION I DV 106 NOV 07 (A M: 06 i10J 07 RELEASED DV 102 NOV 07 EXPIRES. 2 p �Qe7 wE TITLE Verdl.net PROJECT ID ORDER ID sau.E: D RAWI NG TT11_E: IIYYG Ik 11lYLSllr+1 DESCRIPTION BY I DATE 83706 N.T.S. COVERPAGE FB01 2 COVER (BAY 1-4) FR WHITE W/ 10 FABRIC DROP 18 x 14 —9 DOOR BY OTHERS FRAMED BY COVER —ALL TYP ENDWALL FR GREEN W/ HSS COLUMNS-- TYP 30 GRID 1 «r 40 —O 4 BAYS 10 O C SIDE B ELEVATION LB S ELEVATION PLEASE REFER TO FOLLOWING DRAWINGS FOR EXACT BUILDING DIMENSIONS REV f s 3; 73rt RELEASED DV 102 NOV 07 I EXPIRES 1 DESCRIPTION I BY I DATE IVUV Il 7 M7 40 —O 4 BAYS 10 O C SIDE A ELEVATION DEALER: WESTERN REFINERY SERVICES THIS DRAWING IS PROPERTY OF COVER -ALL INC BUILDING SYSTEMS INC. ANY REPRODUCTION IN WHOLE OR IN PART WTTHOIJT THE EXPRESSED WRITTEN CONSENT OF Tm e CUSTOMER. EDEN EXCAVATING COVER -ALL BUILDING SYSTW INC. IS 0 L:7 PORT ANGELES, WA PROMBTTID. PROJECT EQUIP MACH. STORAGE D ffy. DA VONKUSTER 02 NOV 07 CHECKED BY° DATE 3815 WANLISKEWIN RD, SASKATOON, SASKATCHEWAN, S7P tA4 08 0 6 NOJ 01 PH: 1- 306 657 -2888 FAX: 1 -306- 657 -2717 PROJECT ID- ORDER ID WEBSITE' www. S CALE- DRAWING TITLE: OwC t Remm 83706 N.T.S. PROJECT LAYOUT F1302 1 ANCHOR BOLT 05/8' y W<� v n q 1 I 7' n O/S GRID A --�7 C E7 C t C B 0 I vs L I 7/16' I I I I I 3 3/4 1 DETAIL 'A BASE EL 100' -0' I I I I ANCHOR BOLT 05/8' N J w w LLI la fn S� 0 a_ rr l I I I I c O LLJ r LL- cn v O i z 0/S 7' I r m I I I I I F- 0 O O GRID O I S 0 D f F- 0 7/16' O O cr- i 3 3/4 co O Q DETAIL 'B' BASE EL 100' -0' oo ANCHOR BOLT 05/8 I I I rn GRID O 0 I/S I I I l I I I_ 1 7/8' 3 3y 1 7/8 '4 OB DETAIL 'C' BASE EL 100' -0' 10- 11 TYP 40' -0 C C OF ARCH 40 -2 3/8 OUT TO OUT OF TRUSSES 40 -4 1/8 OUT TO OUT OF BASE PLATES BASE PLATE LAYOUT I I DEALER: WESTERN REFINERY SERVICES THIS DRAWING IS PROPERTY OF COVER -ALL 0 BUILDING SYSTEMS INC. ANY REPRODUCTION INC IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF CUSTOMER EDEN EXCAVATING covER "III t�IIILDIIrc INC' Is PORT ANGELES, WA PROHIBITED. 3973 DRAWN BY' DATE o a a o >,aa 3730 cp��� PROJECT EQUIP MACH. STORAGE p VONKUSTER 02 NOV 07 381 1 WAND �TOON. SASKATCHEWAN. S7 2717 I C BY DATE ou O 7 v 0 6 WEBSIT N E: www.covemil.net 1 RELEASED DV 102 NOV 07 EXPIRES. Z CZ, 0`a PROJECT ID ORDER ID SCALE. DRAWING 6 F m 03 1 r o�+ REV DESCRIPTION I BY I DATE Ivuv u 2007 83706 N.T.S. BASE PLATE LAYOUT F Legend Building Series 30' Span Site Specific American Structural Evaluation 10 foot Frame Spacing Evaluation Summary This evaluation covers a Legend Series Building 30' in span with frames spaced at 10' on center The structure is intended to be used as permanent, stand alone and fully enclosed. The structure is designed for the loads listed below in accordance with the American Society of Civil Engineers: Minimum Design Loads for Buildings and Other Structures (ASCE7 -05). Any deviation outside the criteria listed below is subject to review by the Professional Engineer for that specific project. Site Live Load Criteria. Minimum Uniform Live Load: Site Snow Load Criteria. Ground Snow Load: Flat Roof Snow Load: Building Category Wind Exposure: Site Rind Load Criteria Wind Speed (3 second Gust): Exposure Category* Building Category* Basic Wind Pressure: Enclosure: 12.0 psf 33.1 psf 25.0 psf Standard Fully Exposed 96 mph C Standard 17.6 psf 17 -6 elevation Fully Enclosed Allowable Hanging Loads on Frames (Collateral) Hung loads have been assumed to be less than 0.25psf (approximately 75 pounds distributed along the frame). Additional load will reduce the snow and live load capacities accordingly Base Reactions (Unfactored) The maximum forces at the foundation/supports due to the site loads listed above are as follows: At Anchor Pin: Side A (kips) Side B (kips) Load Case Horizontal Vertical Horizontal Vertical Dead: 0.07 0 -16 -0.07 0.16 6 Collateral: 0 -02 0.04 -0 -02 0.04 Live: 0.97 1 -64 -0 -97 1.64 Snow Balanced 1 70 2.57 1 70 2.57 Snow Unbalanced 0.90 0 -77 -0 -90 2 -30 A lei Wind: Perpendicular 0.04 1 11 1 64 -0.65 Wind: Parallel -0.59 1 14 -0 -17 1.35 'add -0.3 (kips) at the tension anchor (gridlines 2 4) At Endwall Column Base: Load Case Wind: Parallel 0.3 (kips) Y' DEALER WESTERN REFINERY SERVICES INC 0 A 3 730 q f.�a CUSTOMER: EDEN EXCAVATING v���r;► tg�ti PORT ANGELES, WA PROJECT EQUIP MACH. STORAGE i EXf31QE.S 6�1 1 RELEASED I DV 102 NOV 07 (vUV 0 7 2007 PROJECT ID ORDER ID I REV DESCRIPTION I By I DATE 63706 THIS DRAWING L5 PROPERTY OF COVER —ALL BUILDING SYSTEMS INC. ANY REPRODUCTION I N WHOLE OR PART WITHOUT THE E EXPRESSED WRITTEN TEN CONS OF �j Co f I C -1 O COVER —ALL BUILDING SYSTEMS INC. S PROHIBITED. DRAWN BY- DATE: DD Q lI J I5 U1JI1 2� D VONKUSTER OZ NOV 07 c° V lIV e�J 3815 WANUSKEWIN RD, SASKATOON. SASKATCHEWAN, S7P 1A4 CHECKED BY• DATE Noy PH: 1 -306- 657 -2888 FAX: 1- 306 -657 -271 d e 06 06 o� WEBSRE w".coverdl.mt SCALE: DRAWING TITLE: MG '101 N.T.S. DESIGN CRITERIA F604 1 INTERIOR ARCH ITEM# I QTY 1 30003000 I 2 1 30003355 2 I 13000,3350 2 END ARCH ITEM# QTY 300030051 2 300033601 1 1 30003365 1 30003350 2 APPROX WEIGHT OF INTERIOR TRUSS W/ BOLTS 247LB N N PURLIN LAYOUT FOR BRACED BAYS BRACING LEGEND P PURLIN R RIDGE PURLIN X CROSS CABLE U/S BASE EL. 100 -0 1 RELEASED REV DESCRIPTION 0 29 -3 7/8" INSIDE TO INSIDE OF BASE PLATES 29 -10 7/8" OUT TO OUT OF BASE PLATES 31 -1 13/16 OUT TO OUT OF STEEL 10' BAY LBS 30' 1 ITEM# IEENGTH C1 CABLE I 861174 -9 1 174" DV 102 NOV 07 EPI ES BY I DATE Nuu 0 7 2007 DEALER: WESTERN REFINERY SERVICES INC CUSTOMER. EDEN EXCAVATING PORT ANGELES, WA PROJECT EQUIP MACH. STORAGE PROJECT ID ORDER ID 83706 G THIS DRAWING IS PROPERTY OF COVER —ALL BUILDING SYSTEMS INC. ANY REPRODUCTION IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF COVER —ALL BUILDING SMEWS INC. IS PROHIBITED. DR VONKUSTER DATE. NOV 07 u 9 10 Q g I V s W ?1 s 3815 WANUSKEWIN RD, SASKATOON. SASKATCHEWAN, S7P 1A4 CHECKED BY• DATE PIT: 1 -306- 657 -2888 FAX: 1- 306 657 -2717 08 (>6 o0a ID WEBSITE www.coveru0.net SCALE DRAWING TIRE: owG REWSION N.T.S. BUILDING PROFILE FB05 1 REV 0' w a w m N Q m ow �o I N O O F- r O 0 RELEASED LEFT ELEVATION DESCRIPTION I I U) w F- a W 00 r 0 0 �o C I cv O O r- r O 10' -0' TYP I i FDL 107 40' -0 PLAN d i d •a r d c-, f -1 I I e, ?97, 1 DV 102 NOV 07 BY I DATE Nuv 0 7 2007 0 o w Z J N N J w 0! Q W 3 Z O N O Q OW m N a) J CL N FDL r L 115 I A d d d• I A FDL 102 n v a e a• ALL PURUNS. 2 7/8" SIDE ELEVATION FDL 106 FDL 108 FDL 109 FDL 110 FDL ,FDL 103 11 U/S 80.SE ELEV: 100' -0' TYP e 4 a e` e 30.5E WALL ELEV: 91' -0' TYP DEALER: WESTERN REFINERY SERVICES INC CUSTOMER: EDEN EXCAVATING PORT ANGELES, WA PROJECT EQUIP MACH. STORAGE PROJECT ID ORDER ID 83706 RIGHT ELEVATION U) w s a e W co Q r m O I F- N O O F- O Imp THIS DRAWING IS PROPERTY OF COVER -ALL BUU-DNG SYSTEMS INC. ANY REPRODUCTION N WHOLE OR IN PART WITHOUT THE RE5SED WRITTEN CONSENT OF PRO COVER -ALL BUILDING SYSTEIVS INC. C. IS U PROHIBITED. D RAWN X D VONKUSTER 02 NOV 07 1 g 1815 WANUSKEWIN RD, SASKATOON. SASKATCHEWAN, S7P 1A4 CHECKED BY DATE PH: 1 -306- 657 -2888 FAX: 1 -306- 657 -2717 Do 0 6 N �v WEBSI E: www.eovarall.net SCALE DRAWING TITLE. arc k rzFVmoN N.T.S. BR ACING LAYOUT FB06 1 ANCHOR BOLT 05/8' G N N 3 1/2 n I/S GRID CL l O/S 1 I i- 1 3/4 a n DETAIL "A BASE EL 100' -0" ANCHOR BOLT 05/8" y� O N in O O 3 1/2" n I/S 0/S a n 1 3/4 n n DETAIL "B' BASE EL 100' -0" ANCHOR BOLT 05/8" N I I'-f O I j I/S —ice 1 I 0/S I 3" DETAIL "D' BASE EL 100' -0" N to I N MARK# I COMPONENTS I WEIGHT I EC -1 IHSS4x4x11GA -92 1 48 HD -1 IHSS4x4x11GA -214H 1 113.011 1 F 12" x 3' FASTENING TUBE (FIELD CUT) I I 18 x 14 -9 DOOR T H O 1 i i r FT w w FT a e cn d p o w d d a d a d p d d 7 a d 'd J� U) p Q N()f w poao d e 1 0>- d p z m d p v d 0 d w cn dv d G d 5-9 7/16 I 18-4 I 5 -9 7/16" I 29 -10 7/8 OUT TO OUT OF BASE PLATES G A D D B 14 C' DEALER: WESTERN REFINERY SERVICES THIS DRAWING IS PROPERTY OF COVER -ALL d \Q BUILDING SYSTEMS WC. ANY REPRODUCTION t, INC IN WHOLE OR IN PART WITHOUT THE 00 4 EXPRESSED WRITTEN CONSENT OF CUSTOMER: EDEN EXCAVATING P B BUILDING SYSTEMS INC. 15 oc T &Z� r PORT ANGELES, WA r r_ DRAWN BY: DATE o V II 1� 0 H w J U 5 r L5 M PROJECT EQUIP MACH. STORAGE D VONKUSTER 02 NOV 07 3815 WANUSKEWIN RD, SASKATOON, SASKATCHEWAN, S7P 1A4 CHECKED BY• DATE RELEASED pH: 1 -306- 657 -2888 FAX 1- 306 657 -2717 1 p 6 N WEBSITE: www.covercll.net 0 I DV �02 NOV 07 �6 PROJECT ID ORDER ID• REV I DESCRIPTION BY I DATE l SCALE DRAWING TITLE DWG f. IEvSON nulu ll'7 2907 83706 N.T.S. ENDWALL GRIDLINE 1 F607 1 ANCHOR BOLT 05/8" 0 no N VEV En m 3 1/2 I I n n I/S GRID rL n O/S 1 3/4 n n n DETAIL 'A BASE EL 100' -0" ANCHOR BOLT 05/8" N o o 3 1/2 n i/S GRID O/S 1 3/4 n n DETAIL 'B' BASE EL. 100' -0' ANCHOR BOLT 05/8 N I f j OI I/S I t 0/S tD 1 I to n 3 DETAIL '0" BASE EL 100' -0 I 1 I RELEASED REV I DESCRIPTION I MARK# I COMPONENTS I WEIGHT IEC -1 IHSS4x4x11GA -92 1 48.59 IHD -1 IHSS4x4x11GA -214H 1 113.01 1 FT 12" x 3' FASTENING TUBE (FIELD CUT) I FDL TYP H05 N I c I FT w a c d d a d HD -1 18'x14 —9 DOOR FDL Typ T H01 w FT d d c" d a 1 w d d J a Q Cn it w p Q o a d d d 1 0>_ d d d m w M a a d d CD d w o d d dQ d d a 5-9 7/16 I 18-4 I 5 —9 7/16" 29 —10 7/8 OUT TO OUT OF BASE PLATES A D D B -k_ DEALER. WESTERN REFINERY SERVICES THIS DRAWING IS PROPERTY OF COVER -ALL a BUILDING SYSTEMS INC. ANY REPRODUCTION INC IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF CUSTOMER: EDEN EXCAVATING COVER -ALL BUILDING SY5TEM5 INC. IS PORT ANGELES, WA PROHIBITED. DRAWN 8Y• DATE o PROJECT EQUIP MACH. STORAGE Q M O CL Dom SYSTEMS r1 D VONKUSTER 02 NOV 07 CHECKID 6!Y• DA lV 3815 WANUSKEWIN RD, SASKATOON. SASKATCHEWAN, S7P 1A4 o o o PH: 1 -306- 657 -2888 FAX: 1- 306 -657 -2717 6 EnF'IFihS�'ji Ds DV 102 NOV 07 PROJECT ID ORDER ID- WEesrrF_- "^"-covern°• "et SCALE DRAWING TITLE f REVEM BY I DATE 83706 N.T.S. ENDWALL GRIDLINE 5 FB08 1 1 1 REV 4) 05/8 <U a 0 .0. S x 2 BOLTS COUPLER PROTECTOR 829200 .1/ d TYPICAL TRUSS Doo DL COMM ON COUPLER CONNECTION DETAIL SWIVEL PLATE RH 30003360 LH 30003365 TYPICAL TRUSS 05/8 x 2" BOLTS 3) 01/2 x 2" BOLTS END WINCH PLATE 30003465 BOLT UNDER COUPLER 1) 05/8 x 1 1/4 BOLT AT WINCH CONN BOOT BRACKET 05/8 x 8" 30003350 BOLT W/ 2) WASHERS *NOTE FOR A GROUND MOUNT BUILDING W/ A POST MOUNT COVER WINCHES WILL BE FIELD LOCATED TO WALL.* S FDL END BASE 103 CONNECTION RELEASED SWIVEL PLATE 30003355 4) 01/2 0 TYPICAL TRUSS x 2" BOLTS TYPICAL TRUSS COUPLER PROTECTOR 829205 3) 05/8 x 2 d BOLTS RUBBER LBS FLAP PROTECTOR BOOT BRACKET 890375 30003350 D D I END COUPLER CONNECTION DETAIL 2) 05/8 x 2 BOLTS 2) COMMON WINCH PLATE 30003460 BOLT UNDER COUPLER 2) 05/8 x 2 BOLT AT WINCH CONN 05/8 x 8 BOLT /W 2) WASHERS *NOTE. FOR A GROUND MOUNT BUILDING W/ A POST MOUNT COVER WINCHES WILL BE FIELD LOCATED TO WALL.* C102 DCOMMON BASE CONNECTION 2) 05/8 x 2 BOLTS TYP 0 PURLIN o w CD Y 0 00 m THIS BOLT MAY BE USED FOR o o L L_ °O° CROSS CABLE INSTALLATION °O SEE FDL -108 FDL -109 F 6 L RIDGE PURLIN 106 CONNECTION a L� acs r n; t 1 s .•p 3�l3G fi c �Ge c DV 102 NOV 07 r DESCRIPTION I BY 1 DATE I E. IiY 2 Ij 2) 05/8 x 2 BOLTS TYP D FDL .COMMON PURLIN 107 CONNECTION THIS BOLT MAY BE USED FOR CROSS CABLE INSTALLATION G SEE FDL -108 FDL -109 w 0 a o0 m PURLIN o O o DEALER: WESTERN REFINERY SERVICES 1IRIS DRAWING IS PROPERTY OF COVER -ALL INC BUILDING SYSTEMS INC. ANY REPRODUCTION IN WHOLE OR W PART WITHOUT THE EXPRESSED WRITTEN CONSENT roC CUSTOM ER EDEN EXCAVATING COVER -ALL BON IN DING SY5TEM5 INC. tS PORT ANGELES, WA PROHIBITED. PROJECT EQUIP MACH. STORAGE D DRA BY- STER DA 02 NOV 07 u fi d 9 fl m g s 7 IN m s 3815 WANUSKEWIN RD. SASKATOON. SASKATCHEWAN, S7P 1A4 CHECKED BY• DATE PH: 1 -306- 657 -2888 FAX 1 -306- 657 -2717 PROJECT ID ORDER ID b e 06 NOV 0"1 „,EBSITE' www.coverall.net S CALE. DRAWING TTrLE: Dwc t RNSM 83706 N.T.S. STANDARD DETAILS 1 F809 1 TYPICAL TRUSS DOUBLE TAB TYP 32200057 CROSS CABLE ASSEMBLY CONNECTION POINT a 1 a r TYPICAL TYPICAL o0o f TRUSS TRUSS 0 0 ,OSS CABLE ;SEMBLY TYP 05/8 x 2 BOLT TYP 1/2 DOUBLE BRACED BAY FDL CROSS CABLE AT COUPLER 108 CONNECTION TYPICAL COMMON TRUSS DOUBLE TAB TYP 32200057 LX CROSS CABLE ASSEMBLY TYP DOUBLE BRACED BAY tJ,- CROSS CABLE ASSEMBLY CONNECTION POINT 0 DOUBLE TAB TYP TYPICAL ,c 32200057 TYPICAL TYPICAL TRUSS J TRUSS TRUSS CD 0 CROSS CABLE ASSEMBLY TYP 05/8 x 2 1/2 BOLT TYP DOUBLE BRACED BAY SINGLE BRACED BAY TYPICAL COMMON TRUSS LMBLY SS CABLE TYP O SINGLE BRACED BAY FDL CRO55 CABLE AT BOOT 110 CONNECTION 1 RELEASED REV I SINGLE BRACED BAY ,OSS CABLE SEMBLY TYP 05/8 x 2 1/2 BOLT TYP J T1] w 0 w 0 0 X_ END BRACED BAY NOTE INSTALL ALL TURNBUCKLES AT ONE END FOR EASE OF INSTALLATION PURLINS REMOVED FOR CLARITY oOIT L_ PIRF" Z,( DV 102 NOV 07 DESCRIPTION I BY I DATE NUV 0 7 2uuI NUV 0 7 2007 END BRACED BAY DEALER- WESTERN REFINERY SERVICES THIS DRAWING IS PROPERTY OF COVER -ALL INC BUILDING SYSTEMS INC. ANY REPRODUCTION IN WHOLE OR IN PART WITHOUT THE E ED WRITTEN CONSENT 00� n CUSTOMER. EDEN EXCAVATING c OVER- ovER -ALL Bur<nlNC SYSTEMS IN INC. Is Or o PORT ANGELES, WA PROHIBRED. PROJECT EQUIP MACH. STORAGE DR AWN BY' VONKUSTER DA NOV o7 M 9 d p 9 9 s 7 9 T IE m s 3615 WANUSKEWIN RD, SASKATOON, SASKATCHEWAN, S7P 1A4 CHECKED BY- DATE PH: 1 -306- 657 -2688 FAX: 1 -306- 657 -2717 V 0 6 N EB Ov 7 WSIIE: www.coverall.net PROJECT ID ORDER ID SCALE: DRAWING TITLE owc f ReASOl 83706 N.T.S. STAN DARD DETAILS 2 F810 1 J CROSS CABLE In ASSEMBLY TYP w o w 0 o 05/8 x 2 1/2 0 BOLT TYP -C END BRACED BAY NOTE INSTALL ALL TURNBUCKLES AT ONE END FOR EASE OF INSTALLATION PURLINS REMOVED FOR CLARITY Dog DL CROS S CABLE AT MID TRUSS CONNECTION TYPICAL END TRUSS 5/8 x 2 w 0 BOLT TYP �m 0 0 00 PVC POCKET- COVER 1) TEK3 x 3/4 SELF DRILLING SCREW PVC TUBE TENSION POCKET PVC TUBE I 4 GLUE BOTH END Sy TYPICAL TRUSS COVER LASHING STRAP LASHING WINCH FDL FASTENING TUBE CONNECTION 1 15 TO BUILDING SWIVEL PLATE END TRUSS LASHING WINCH o D -RING e END FLAP CABLE WINCH MOUNT ANGLE 30003435 05/8 x 2 BOLT FDL END FLAP LASHING 120 WINCH CONNECTION 1 I RELEASED REV I DESCRIPTION a 1 �i 35;73: DV 102 NOV 07 BY I DATE NOV 0 7 2DO7 DEALER: WESTERN REFINERY SERVICES INC CUSTOMER: EDEN EXCAVATING PORT ANGELES, WA PROJECT EQUIP MACH. STORAGE PROJECT ID- ORDER ID FASTENING TUBE 83706 FASTENING TUBE w/ SWAGED END 1) TEK5 x 1 1/4 02 -3/8 SELF DRILLING SCREW 1) TEK5 x 1 1/4 2 x3 SELF DRILLING SCREW FDL FASTENING TUBE 116 CONNECTION FASTENING TUBE LASHING STRAP LASHING WINCH OUTSIDE INSIDE VIEW VIEW FDL LASHING STRAP CONN. 117 TO LASHING WINCH THIS DRAWING IS PROPERTY OF COVER -ALL BUILDING SYSTEMS INC. ANY REPRODUCTION IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF 0 d 0 COVER -ALL BUILDING SYSTEMS INC. IS PROHIB(TID. D RAWN FDL PVC TUBE CONNECTION 114 D ONKUSTER 2 x3 FASTENING TUBE TRUSS OUTER CHORD CHECKED BY- p END SADDLE 3815 WANUSKEWIN RD, SASKATOON, SASKATCHEWAN, S7P 1A4 30003451 END FLAP 4) TEK5 x 1 1/4 01/2. x 4" FOR ENDWALL SELF DRILLING SCREW CARRIAGE BOLT TRUSS OUTER CHORD END FLAP 02 -3/8" FASTENING TUBF END SADDLE CABLE 30003480 N.T.S. b 1 01/2 x 4 STANDARD DETAILS CARRAGE BOLT I FB11 1 1) TEK5 x 1 1/4 SELF DRILLING SCREW O FD L NOTES -CUT OFF SWAGED END IF REO'D -POST MOUNT BUILDINGS USE ENDCAPS 804191 (2 "X3') AND 804190 (02 -3/8 INSTEAD OF SADDLE FDL FASTENING TUBE 1 1 3 END SADDLE BRACKET TYPICAL TRUSS COVER LASHING STRAP LASHING WINCH FDL FASTENING TUBE CONNECTION 1 15 TO BUILDING SWIVEL PLATE END TRUSS LASHING WINCH o D -RING e END FLAP CABLE WINCH MOUNT ANGLE 30003435 05/8 x 2 BOLT FDL END FLAP LASHING 120 WINCH CONNECTION 1 I RELEASED REV I DESCRIPTION a 1 �i 35;73: DV 102 NOV 07 BY I DATE NOV 0 7 2DO7 DEALER: WESTERN REFINERY SERVICES INC CUSTOMER: EDEN EXCAVATING PORT ANGELES, WA PROJECT EQUIP MACH. STORAGE PROJECT ID- ORDER ID FASTENING TUBE 83706 FASTENING TUBE w/ SWAGED END 1) TEK5 x 1 1/4 02 -3/8 SELF DRILLING SCREW 1) TEK5 x 1 1/4 2 x3 SELF DRILLING SCREW FDL FASTENING TUBE 116 CONNECTION FASTENING TUBE LASHING STRAP LASHING WINCH OUTSIDE INSIDE VIEW VIEW FDL LASHING STRAP CONN. 117 TO LASHING WINCH THIS DRAWING IS PROPERTY OF COVER -ALL BUILDING SYSTEMS INC. ANY REPRODUCTION IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF 0 d 0 COVER -ALL BUILDING SYSTEMS INC. IS PROHIB(TID. D RAWN DA D ONKUSTER 02 NOV 07 CHECKED BY- DATE 3815 WANUSKEWIN RD, SASKATOON, SASKATCHEWAN, S7P 1A4 0g A' 0 b NoU 07 PH; 1- 306 -657 -2888 FAX: 1- 306 657 -2717 WEBSrrF www.coveroil.net SCALE: DRAWING TITLE am REMION N.T.S. STANDARD DETAILS 3 I FB11 1 TC'nlclnnl Pr)ry CT (D FDL PVC TUBE CONNECTION TO BUILDING 1 REV 4 4 TOP SADDLE ASSEMBLY SECTION A —A 33100810 (LBS 12) 33100811 (LBS 24) 05/8 x 5 CARRIAGE BOLT A A 0 0 H 2) 05/8 x 5 BOLTS BASE SLIDER ASSEMBLY 33100770 2 D ol 4" x 4" H55 VERTICAL LAYOUT- LBS RELEASED DESCRIPTION 1) 05/8 x 4 CARRIAGE BOLT W/ 1) WASHER (LBS 12) PLATE BRACKET 1) 05/8" x 5 MUST BE FLUSH TO CARRIAGE BOLT OUTSIDE OF BUILDING W/ 1) WASHER (LBS 24) I I DV 102 NOV 07 BY I DATE TYPICAL SIDE VIEW FDL SADDLE CONNECTION TO H05 4 "x4" HS5 VERTICAL V 41 JV C. i 11 NOV 07 007 )DLE ASSEMBLY vv� 10 (LBS 12) 33100811 (LBS 24) FRONT VIEW 2) 05/8 x 5 1/2 HEX BOLTS o 2) 05/8 x 5 1/2" HEX BOLTS HSS HEADER o FIELD DRILL TYPICAL VERTICAL SECTION H H v HSS HEADER Lu Of F 1 1 j In HEADER ANGLE 33100740 FDL HSS HEADER H 1 1 CONNECTION TO 4 "x4" VERTICAL 4 DEALER. WESTERN REFINERY SERVICES' Is PROPERTY ©F COVER INC BIAMING'FYSIEMS INC. ANY REP.80DUCMN IN WHOLE OR IN PART WITHOUT'THE CUSTOMER EDEN EXCAVATING EXPRESSED VER —ALL ILD BUMIMI CONSENT OF COVER—ALL SYSTT9Yt5 INC. 15 f PROHIBITED PORT ANGELES, WA DRAWN BY• DATE D° V fl l D O UV SYSTEMS PROJECT EQUIP MACH. STORAGE D VONKUSTER 02 NOV 07 3815 WANUSKEWIN RD, SASKATOON, SASKATCHEWAN, S7P tA4 CHECKED BY- DATE: PH: 1 -306- 657 -2888 FAX: 1- 306 -657 -2717 pg D 6 "Oki 0'7 WEBSTTE www.coverall.net PROJECT ID ORDER ID SCAtF: DRAWING TM-F- owc F rseMM 83706 N.T.S. END DETAILS F612 1 CITY OF FORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plan, specifications and other data, or from preventing building operations being carried on thereunder when in violation cf all codes and ordinances of this jurisdiction. Approval Date z 4 t