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HomeMy WebLinkAbout916 Marine Dr - Building CERTIFICATE O~F OCCUPANCY City of Port Angeles Buildingl:Divisiol,1 . This Cl!Ttification issl,t,ed pursuant to the requirements of Section J 09 of the Uniform Building Code certifying that ~t the time of issuance this structure was in compliance with the various ordinances of the City regulating Building , construction or. use. For thi! following: Use Classification: Marine Repair ..Building p\rinif No.: ... ". BusinesS Nam;: Washington Marine Repair LLC Gro'p H-4 : LT~!CO""="O" ~~,~~ =: ~? .G~~C~ _,;rn Owner of Business/Residence: ,Mark Schiely Address:.202.North-CedarStreet.>Port~Angeles. W A 98363 "& \ r \ If "''I + 'i;'l: I' . .._.-, Building Address: 916 Mari~e~Drive.... , . ___Fort~Angeles._WA_98362 Post on "the Shall not b~"remo I,CUOUS place. y'Suilding Official. , :l.i ..1 VN H"l{ M........\.&. It-,a.ll' # ROUTING SLIP Certificate of Occupancy $47.00 Certificate/Inspection Fee DATE (/ ~~ /1.~tJtJc2 A~/tE:USi;~ . . Applicant w'tio. ~A1UA4b ~fl'9tJ2 LLt!. AdiJ:r ~J'~:t;;. ~i3 Phone: business home Brief description of proposed business: legal Description: lot Current Use of Property: Zoning Classification of Property: 1:1-1 WILL THERE BE ANY OF THE FOLLOWING? Construction changes. . . . . . . . . . . . . . . . . . . . . . . . . . . Electrical changes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mechanical (heating, cooling, stoves) . . . . . . . . . . . . . . Plumbing changes ............................. New or relocated si9'ls . . . . . . . . . . . . . . . . . . . . . . . . . . New septic tanks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New sewer service ............................. Admission charged to patrons . . . . . . . . . . . . . . . . . . . . Is this a home occupation? ...................... Excavation of filling of lots ............. . . . . . . . . . . Work done in City right-of-way. . . . . . . . . . . . . . . . . . . . Is there sufficient off-street parking? . . . . . . . . . . . . . . . New driveway openings . . . . . . . . . . . . . . . . . . . . . . . . . A grading plan for site drainage. . . . . . . . . . . . . . . . . . . (parking lots, downspouts, etc.) .................. Are the existing streets paved? . . . . . . . . . . . . . . . . . . . Are there existing sidewalks? . . . . . . . . . . . . . . . . . . . . . Is there curb and gutter? ........................ Other. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Block YES NO -=--x -L- -1- -X-- --X- --X- --A- -1- -~ -A- -t-- _1- --X- -- -A-- --L -+-- New Business ............................ ( Transfer of Business location. . . . . . . . . . . . . . .. ( Change of Ownership . . . . . . . . . . . . . . . . . . . . .. ( New Building ............................. ( Remodel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ( Temporary Business ....................... ( Change of Use. . . . . . . . . . . . . . . . . . . . . . . . . . .. ( / ~S- T.I'A- . Subdivision THE FOllOWING Will BE REQUIRED: PERMITS 1) Building 2) Plumbing 3) Electrical 4) Mechanical 5) Sewer 6) Sidewalk installation 7) Driveway installation 8) Curb installation 9) Sidewalk obstruction 10) Water meter installation ~Fire W Occupancy 13) Sign 14) Shoreline 15) Home occupation 16) Conditional use 17) Other BUSINESS LICENSE 1) Taxi 2) Peddlers 3) 2nd Hand Dealer 4) Pawn Broker 5) Dance 6) Hotel - Motel 7) Fireworks 8) Ambulance 9) Tattoo shop 1 0) Other ) /~ ) ) ) ) ~ ~ ~., A tJ i I hereby apply for a Certificate of Occupancy and acknowl- edge that I have read this application and state that the Date: information I have supplied is correct to the best of my knowledge. ;;#11 REJECTED Building Section Public Works Department Planning Department Fire Department City Clerk P.8.I.A. M.Ol.- :Sit. ~ g-I-/).R~ Comments / Conditions CERTIFICATE OF OCCUPANCY Ctt~ Buildi~ ~isto~ This Certification issued pursuant to the requirements of Section ] 09 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating Building construction or use. For thc following: VseClassification: Marine Repair. BuildingPetmit~q0~ BIl~i~ ~Washington Marine Repair LLC Group: H-4 ~ofConstruction: I]s4~ZO~i r~, [] Owner of Business/Residence: Marlq,$chiel¥addl'~{r~O~ Cedar Street, port Angeles, WA 98363 Building Address: 916 Marine Dfi'~e' POrt Angeles, WA 98362 u lace. Shall not be remo y Building Official. -7- ;1147 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . .. INSPECTION REPORT. REQUEST Date ~ - Z 3 - C' I _ Time Z t' / C Received by ~- ^ ~u~ (e!l~' person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one) 9/ cC ./V14r&/ AlE- O~ ()G,5~e OE. ~ S 1-3c.,f)-9"/~ /44'(. eke Phone No Lj-S?-Z cC>2 0- Permit No Sewer Foundation Framing Chimney Plumbing Final Sewer Excav Other u...'74y-"/E: T7>h:;:-Y '<..~ ~ TZ' /'-7~ /-f- C~~K-d c....... ~ c9-7-./ ~= L<. .~s/ t.5/c...::=:. ~ TP-c. F.5'L)/ L PI'r./ Go- fZJ /lTL ~ /3',49 772'rh'Cc--rc.5 ~c ~ s r-z 77~ INSPECTION NOTES9g~rVc;-::- .poc-K'._ ~ ~y L.:!-'/(.-(..Jk743 .c:::/Z<9-( PCho7Z:-.fZ /[xi. ~ PI<. Po L ~ C'7-t/ h-t ,+-rc-/ rl/= .chc? Time By Inspected Date Remarks 0 y. , ,.j d . (Gar} 04-?-3-~1) -, & r\.C ! ---r-" ~v ~? e r I ~ - j III: 1- J c/ - 0 I ) RESTORATION REQUIRaO ) YES NO I I I I .-L ~--).-~-_._-----_._------_._-- - --~-. . . /' - <;: JJ13 \" l n e.. ~_.._ I . ~". _/~~ ~. - L-\-- I tfi 1"18;;,7 '''''! /- __ -/ / l!( · ! .--- ~ , .t-~ ..J. ir# Ii 'Y SURFACE RESTORATION SURFACE TYPE 0 Unimproved 0 Gravel 0 Asphalt 0 PCC o Other o Repaired by City [] Repaired by Permittee [] No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) f~ORt"'N: ~O~~ ~~ it' 'Ii: J ~~ ELECTRICAL PERMIT APPLICATION FOR OFFICIAL USE ONLY: DateRec.: Perrnit#: 70,:'~r Date Approved: ~ 'f9.o DateI"ued: /c/I' ~t" The Electrical Permit Application musl befit/ed oul completely, Please type or print in Ink. Uyou have any questions, please call (360) 417-4735 Fax number: (360) 417-4711 Applicantand/orAgent: STRlJirs Elecki~Phone: lfS-Z-<1lo<!Fax# <lS7-~1D9tf' Property. Owner: Address: Phone: Contractor Address: City: . License #: City: Exp: Zip: Phone: Zip: Credit Card Holder Name: oS 'HVll TS ~I Gc:h. it. / p. I Billing Address: . O. g OX .:2. 9/1 Credit Card Number Z$- Permit Fee: Sf.:, - ct,A.;~+i~ TlLc..K( If. CityPn~f/hurp;'{ Zip: 'lJ'3~z... Exp, Date: ,,, / - PROJECT ADDRESS: LEGAL DESCRIPTION: Lot: C//lo wt~IlJL ll<, (fR...iM. [) Block: Subdivision: ZONING CLALLAM COUNTY PARCEL NUMBER; TYPE OF WORK: o Residential 0 Multi-fanlily 0 Commercial 0 Mobile Home Electrical Permit fees are bascd on WAC 296-46-910 BRIEF DESCRIPTION OF THE PROJECT: (;..h f-'i.. .rV1U/OR. ci.fLC-<.L,',-s , Electrical Heat Load Additions Service Information o Baseboard o Furnace o Heat Pump o Fan-Wall KW KW KW KW o Riser o Overhead Service o Temp Service o Underground Service Voltage: Phase: 0 1 0 3 Service Size:~ Feeder Size: Comments: I "trv:by ."'1/1' tlrQ! / haw "ad and Mamlnfd 11r14 appllCI,lo" ,,,d/mo Jar this ~Imlt. I und.mana IItr not rh. CI,,~ leglll rupollllblllry ~ dele responslblllly lo.detorm/n. whot permlf$ 01'1I ,..//III,..d and 10 obla lueh. Credit Card H.oldtl". Slgllal\lr , ,"', 111I/ 'OM", Ind 111m IIlIlnorlJfd 10 IIpply pfrmll: Ill'll "'f/wlred: Ill'IImu{ns rh. appliconr-S PW-IIOl_U (,..,:JtM) Date: 0{ <./( (J:) $Gld'~'_~ -- 'Ioi.* =# EL~CTRICAL PERMIT --I OWr./'ERlAPPLlCANT , , IDON FRIZZEL/DICK WOLFF Port Angeles, WA 98360 360/000-0000 T: S: CO: TRACTOR ! STRAITS ELECTRIC P.O. BOX 2914 . PORT ANGELES, WA 98362 : 360/452-9104 CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 12\ EAST 5TH STREET. PORT ANGELES. WA 98162 PERMIT NO 6854 ISSUED: 1/26/2000 - PROPERTY LOCATION 916 MARINE DR Lot: 3 Block: 105 [;;<:J Long Legal Subdivision: TPA Parcel No: ARCHITECT N/A , 98360-0000 360/000-0000 PReJECTINFO I Project Type: I Occupancy Type: pccupancy Group: !:Iectrical Heat: , 0 Baseboard o Furnace o Heat Pump o Fan Wall Project Value: $0.00 Construction Type: ALTER SERVICE Zoning Use: M1 COML. MISC. o KW o KW o KW o KW [;;<:J Riser [;;<:J o Overhead Service o Temp Service Underground Service Voltage: 120,240 Phase: [;;<:J 1 0 3 Service Size: 200 Feeder Size: 0 I I -I PRO~ECT NOTES MqVE SERVICE PANEL/GUTTER INSIDE BUILDING IN~TALL WELDER RECEPTACLES, LIGHTING, RECEPTACLES ETC. I J FEES ASSESSMENT . Service: Additional Feeders: Circuit Wiring: Temp Service: .Misc Fee: $72.25 $0.00 $0.00 $0.00 $0.00 TOTAL FEE: AMOUNT PAID: BALANCE DUE COMI1ENTS/ACTION NEEDED I :1 $72.25 $72.25 $0.00 ELECfRICAL PERMIT INSPECflON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCFJ'TED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCItPTED IYEslNO COMMENTS VnT -iN I CUvER ~II:E lh 7/Ml~ I 11j;)l(}ii I I -, . GENERAL COMMENTS, PW_II02.15(4'96) _~",-I tfWI1 ~i I ELEC'I'RIC4L PERMIT Issued: 4/11/97 Permit No: 5890 OWNER/APJ1LIcANT------------------------PROPERTY LOCATION------------------------ DON FR~ZZEL/DICK WOLFF 916 MARINE DR Lot: Block: Sub: Parc No: CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Port A~geles, WA 98360 360/00q-oooo T: I CONTRACTQR-----------------------------DESIGNER--------------------------------- STRAITS ELECTRIC P.O. BOX 2914 PORT AijGELES, WA 98362 360/45:1-9104 Long Legal: S: , 000/000-0000 PROJECT ~NFO--------------------------------------------------------------______ prj T)lpe: COML. MISC. prj Value: $0.00 Occ T)lpe: Cnstr Type: SERVICE INSTALL Occ ~rp: Occ Load: Land Use: Electr~cal Heat BaEjeboard KW: FUllnace KW: Heqt Pump KW: FarllWall KW: o o o o Service Type Riser Overhead Service X Underground Service Temp Service Voltage: Diameter: Service Size: Feeder Size: 277,480 -1 X-3 ,400 AMPS 100 AMPS PROJECT ~OTES------------------------------------------------------_____________ ADDITIqNAL SERVICE TO EXISTING BUILDING 100 AMI! FEEDER PANEL IS RUN FROM EXISTING SINGLE PHASE PANEL (120/240) i I PROJECT JEE' A"E"MENT-------------------------------------------______________ Service: $65.00 Ad itiona1 Feeders: $40.00 Circuit Wiring: $0.00 Temp Service: $0.00 $0.00 Misc TOTAL FEE: Amount Paid: $105.00 $105.00 ====l-===;~;~~=;;;7=======$~~~~~~ I i COMM\ENTS/ACTION NEEDED I Balance Due: $0.00 ~ . ELECfRICAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRlCAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANI' WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARl) AND APPROVED PLANS AT JOB SITE lNSPECTION TYPE NO DATE COMME."'ITS GENERAL COMMENTS, PW-l I02.1:i [4196] ~ fe SUNWARD C RPORAON 700 13th Avenue, S.E. Jamestown, ND 58401 (701) 252 -7390 FOR CONSTRUCTION NOTE: THESE PLANS ARE THE F NAL COMPLETED DRAW NGS AND ARE TO BE USED FOR THE ERECT ON OF TH S BU LD NG. NOTICE TO BUYER SUNWARD CORPORATION ONLY SUPPLIES BUILDING MATERIALS MANUFACTURED BY SUNWARD CORPORATION YOUR DEALER IS INDEPENDENT AND NOT A CONTRACTOR OR AGENT OF SUNWARD CORPORATION INSULATION, ERECTION, OVERHEAD DOORS, ETC ARE NOT THE RESPONSIBILITY OFSUNWARD CORPORATION. OMIT AT DOOR OPENING AND AS SHOWN 0 ON ANCHOR BOLT SETTING PLAN E1 A\ O O SHEETING NOTCH 11/2 AB3 60 I 3 /4 I 1 –51/2 MARK QTY DIA. LEN A 1 –3 w 5 'h BASEPLATE 5 x 1 –2 CHOR BOLT SCHEDULE B C PROJ. 21/2 21/2 2 SIDEWALL 0 (TYP) ANCHOR BOLTS A BASEPLATE 8 x 10 ANCHOR BOLT NUT L O C MIN 4 4 4 _4 SIDEWALL VERIFY LENGTH AND WIDTH DIMENSIONS BASEPLATE 5 x 1 –0 BASEPLATE 8 x 1 –0 S1 SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT DIAMETER CHECK YOUR ANCHOR BOLT SETTING PLAN TO MAKE CERTAIN THAT ALL THE DIMENSIONS SHOWN AGREE WITH THOSE LISTED IN YOUR CONTRACT GENERAL NOTES 1 THIS BUILDING IS DESIGNED FOR THE FOLLOWING LOADS IN ACCORDANCE WITH THE 1994 UBC BUILDING CODE. ROOF LL 25.00 psf WIND LOAD 80.00 mph EXPOSURE D COLLATERAL LOAD 0.00 psf SEISMIC ZONE 3 CRANE NA TYPE. NA MEZZANINE LOAD LL NA psf DL NA psf 2. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE, INCLUDING ALL MASONRY FASTENERS AND ANCHORS, ARE NOT BY SUNWARD 1'6 I Q 3. FOUNDATION DESIGN OR ANY OTHER CONCRETE DESIGN f WORK IS NOT BY SUNWARD (CONSULT A LOCAL ENGINEER FOR THE DESIGN OF FOUNDATION AND CONCRETE WORK). 1 4 w 4 BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A MINIMUM STRENGTH OF 2500 psi AT 28 DAYS. 5. BASE PLATES SIZES ARE 3' x 8 UNLESS NOTED SIDEWALL A A A MATERIAL SPECIFICATIONS C1 SEE ANCHOR BOLT SETTING PLAN 1 GIRTS, PURLINS, AND EAVE STRUTS. ASTM A570, BASEPLATE 5 x 8 FOR ANCHOR BOLT DIAMETER GRADE 55. 2. 11 GA. AND 7 GA. WEB PLATE. ASTM A570, GRADE 50 3. 0.25 AND GREATER WEB PLATE. ASTM A572, GRADE 50. -1 4 BAR STOCK. ASTM A529 GRADE 50 5. SHEETING. ASTM A446 GRADE 'E' 80,000 psi. 3 /4 0 (TYP) 3 /4 0 (TYP) 6 TRIM ASTM A446 GRADE 'D 50 000 psi. ANCHOR BOLTS ANCHOR BOLTS I 7 BRACING. EHS ZINC COATED STEEL WIRE STRAND I I CONFORMING TO ASTM A475 -72o i 8. ANCHOR BOLT ASTM A307 OR A36 ROD MATERIAL. A A 9 HIGH STRENGTH BOLTS. ASTM A325 (USED WHERE SPECIFIED ON DRAWINGS) ARE DESIGNED AS BEARING r I J I TYPE CONNECTIONS AND THREADS ARE INCLUDED IN __I ,N 0 THE SHEAR PLANE TN THE DESIGN OF THESE BOLTS. ACCESSORY SCHEDULE 11/2 T MARK DESCRIPTION r DETAIL 0 C0 C; 0 QTY SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust. DON FRIZZELL 8 -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Q =a�� Scale NONE P 0 G17884 SHEET NO A2 OF 3 r w r'♦" "p 0 rn 0 0 N 0) C1 AB3 AB3 C1 52 U AB3 E1 4) AB3 E1 X —BRACE THIS BAY AB3 o AB3 S1 S1 (DI S1 0 S1 S1 S1 AB3 AB3 AB3 AB3 3 X —BRACE THIS BAY X —BRACE THIS BAY 15 -8 16 -0 16 -0 80 -1 OUT OUT SIDEWALL CONCRETE A\ CH OR BOLT SETTI G PLA\ 1 FOR DETAILS AND REACTIONS SEE A2 A3 OF 3 2. AB_ DENOTES ANCHOR BOLT SIZE, O DENOTES ANCHOR BOLT DETAIL. 3. SEE ACCESSORY SCHEDULE FOR FRAMED OPENING MARK AND DETAIL 0 AB3 S1 3 X —BRACE THIS BAY AB3 S1 ti 16 -0 15 -8 A A A AB3 E2 AB3 E2 i C2 0 AB3 AB3 C2 4 a) SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8 -21 -91 Descr 4OX8OX31 1 00 12 Check By Site PORT ANGELES WA a8- Scale NONE P 0 G17884 SHEET NO Al OF 3 F R A M E R E A C T I O N S LEFT EH= 31 000 (FT) LEFT RS 1 000 /12 RI GHT EH= 31 000 FT) RI GHT RS 1 000 /1 2 DISTANCE TO PEAK FROM LEFT SIDE 20 000 (FT) L P R I 40 0 I I I HL I I HR >B B 1 I VL VR FRAME LINES (Cl 7884 #1 2 3 4 5 BUI LDI NG LOADS DL SL WL L WL R UBL SEI L SEI R COMB 1 COMB 3 COMB 4 COMB 5 COMB 7 COMB 8 LOAD COMBI NATI ONS COLUMN REACTIONS (KIPS) HL VL HR 0 23 1 76 0 23 1 76 1 64 8 00 1 64 8 00 9 79 -16 06 4 79 -4 33 4 79 -4 33 -9 79 -16 06 1 23 7 05 1 23 4 95 0 37 -0 48 0 37 0 48 0 37 0 48 -0 37 -0 48 1 87 9 76 1 87 9 76 -9 56 -14 30 5 02 -2 57 -8 74 -10 30 5 84 1 43 3 03 1 73 4 27 7 59 0 14 1 28 0 59 2 24 0 59 2 24 -0 14 1 28 COMB 1 1 00 X(DL+ SL) COMB 3 1 00 X(DL+ WL L COMB 4 1 00 X(DL+ 1 /2SL+ WLL) COMB 5 1 00 X(DL+ SL+ 1 /2WLL) COMB 7 1 00 X(DL+ SEI L) COMB 8 1 00 X(DL+ SEI R) UBL 1 OOX SNOW LOAD ON LEFT SLOPE ROOF+ 0 50X SNOW LOAD ON RIGHT SLOPE ROOF BASE PLATE SUMMARY L COL 8 00 X 1 2 00 X 1 /2 4) 3/4 0 R COL 8 00 X 1 2 00 X 1 /2 4) 3/4 0 VR F R A M E R E A C T I O N S LEFT EH= 31 000 (FT) LEFT RS 1 000 /12 RI GHT EH= 31 000 (FT) RI GHT RS 1 000 /12 DISTANCE TO PEAK FROM LEFT SIDE 20 000 FT) FRAME LINES (G17884 #2 6 BUI LDI NG LOADS DL SL WLL WL R UBL SEI L SEI R COMB 1 COMB 3 COMB 4 COMB 7 COMB 8 LOAD COMBINATIONS P 40 0 R 1 1 I HR B 1 VR COLUMN REACTIONS (KIPS) HL VL HR VR 0 13 1 10 0 13 1 10 0 76 4 08 0 76 4 09 -4 93 -8 22 2 56 -2 19 2 56 -2 19 -4 93 -8 22 0 57 3 60 0 57 2 53 0 21 -0 29 0 21 0 29 0 21 0 29 -0 21 -0 29 O 89 5 18 0 89 5 18 -4 80 -7 12 2 68 -1 09 4 42 -5 08 3 06 0 95 0 09 0 81 0 34 1 39 O 34 1 39 -0 09 0 81 COMB 1 1 00 X(DL+ SL) COMB 3 1 00 X(DL+ WLL) COMB 4 1 00 X(DL+ 1/2SL+ WLL) COMB 7 1 00 X(DL+ SEI L) COMB 8 1 00 X(DL+ SEI R) UBL 1 OOX SNOW LOAD ON LEFT SLOPE ROOF+ 0 50X SNOW LOAD ON RIGHT SLOPE ROOF BASE PLATE SUMMARY L COL 5 00 X 1 2 00 X 1 /2 4) 3/4 0 R COL 5 00 X 1 2 00 X 1 /2 4) 3/4 0 COL. (A) (C) (D) O 0 J 0 O NOTES. FRAME LINE (1) REACTIONS FOR WIND LOAD (WHERE X— BRACED) LOCATION H (±)1 V OA O5 5 50 1-19 40 OD 000 OS 5 50 I -19 40 Ol 428 1 -1110 ENDWALL COLUMN REACTIONS DL LLI DL WL I DL LL DL WL V I H V I COL. I V H V 051 I 158 056I(A) 4 14 4 87 —4 55 I (B) 4 87 4 14 4 87 —455((C) 4 87 0 51 1 58 —0561(D) K) K) IO K) I K) A A I FRAME LINE. (6) REFER TO FRAME REACTIONS 1) THE POSITIVE DIRECTIONS FOR THE FRAME COLUMN REACTIONS ARE HORIZONTAL. INWARD DIRECTION TO THE BUILDING VERTICAL. UPWARD DIRECTION TO THE BUILDING 2) ALL REACTIONS ARE GIVEN IN KIPS (1000 LBS) 3) LOAD COMBINATIONS LISTED ARE NOT COMPLETE FOR FOUNDATION DESIGN IT MAY CONTROL BY DOING ADDITIONAL COMBINATIONS OTHER THAN LISTED SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AUl Cust DON FRIZZELL 8 -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA 8 2' r) Scale NONE P 0 G17884 SHEET NO A3 OF 3 D 5 -2 5 -2 FC-72 J` FC -52 5 2 U ow I FC -72 J` M FC -52 5 -2 w 5 -2 5 -2 IERECTION REQUIREMENTS FOR CABLE BRACING SIZES AND DETAILS SEE G2. FOR FRAMING DETAILS SEE G3. 2 -0 GIRT LAP (1) ROW SAG ANGLE (PBA -10) AT MIDPOINT IN BAY(S) ONLY WHERE SHOWN PBA -10 TO BE INSTALLED BEFORE SHEETING. SEE G2. FC-72 J` FC-52 FC- 72 J` FC -52 FC -72 t FC -52 CC- G -1 G -1 G -1 G -1 G -1 BA -10 (TYP) ES -1L PBA -10 (TYP) G -2 G -2 G -2 ES -3 G -2 C- MAIN FRAME COLUMN RB- MAIN FRAME RAFTER PFC- PORTAL COLUMN PFR- PORTAL RAFTER CC- EC- ER- DJ- DH- G- P- ES- FC- CORNER COLUMN ENDWALL COLUMN ENDWALL RAFTER DOOR JAMB DOOR HEADER GIRT PURLIN EAVE STRUT FRAMING CLIP ES -3 G -2 G -2 G -2 G -2 G -2 15 -8 16 -0 16 -0 6 80 -0 OUT OUT RED STEEL C -1 C -1 C -1 LEGEND CL- SPECIAL CLIP RC- RIDGE CAP RS- ROOF SHEET SW- SIDEWALL SHEET EW- ENDWALL SHEET FTC- FRAMING CLOSURE T- TRIM TR- SPECIAL TRIM AL- ANGLE A- SPECIAL ANGLE FB- FLANGE BRACE CL CENTER LINE N.A. NOT APPLICABLE F S. N S. N B.S. O.C. 5_ A.S. OH TYP U N SCB- ECB- RCB- G -2 ES -3 G -2 16 -0 ELEVATION AT COL LI \E A FAR SIDE NEAR SIDE NOT BY SUNWARD ON CENTER STEEL LINE AS SHOWN OPPOSITE HAND TYPICAL UNLESS NOTED SIDEWALL CABLE ENDWALL CABLE ROOF CABLE C -1 G -1 G -1 G -1 G -1 G -1 ES- 15 -8 PBA -10 (TYP) 0 A A C -2 SUNWARD CORPORATION Buyer REGENCY STEEL Cust DON FRIZZELL Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 Drawn By ALUM 8 -21 -91 SHEET NO El OF II cJ c* 5 -2 5 -2 5 -2 o w M W a 5 -2 w 5 -2 5 -2 (ERECTION REQUIREMENTS I FOR CABLE BRACING SIZES AND DETAILS SEE G2. FOR FRAMING DETAILS SEE G3 2 -0 GIRT LAP (1) ROW SAG ANGLE (PBA -10) AT MIDPOINT IN BAY(S) ONLY WHERE SHOWN PBA -10 TO BE INSTALLED BEFORE SHEETING. SEE G2. co 0O tD 1 1 1< U U!/1 LL t_w 1 ES- 1 C -2 G- G- G- G- G- BA -10 (TYP) PBA -10 (TYP) C -1 ES -2 ELEVATIO\ ES -2 G -2 G -2 G -2 G -2 G -2 15 -8 16 -0 16 -0 6 di) (5 80 -0 OUT OUT RED STEEL C -1 C -1 AT COL LI\ ES -3 G -2 16 -0 E D C -1 G -1 G -1 G -1 G -1 G -1 ES -1R 15 -8 PBA -10 (TYP) 0 A A FC -72 FC -52 \_FC -72 FC -52 \FC -72 FC -52 FC- 72 FC -52 FC- 72 FC -52 4 CC -2 SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8 -21 -57 Descr 4OX80X31 1 00 12 Check By Site PORT ANGELES, WA Scale NONE P 0 G17884 SHEET NO E2 OF 11 a MAD 0, CAI 4 4 a (ERECTION REQUIREMENTS FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE G1 FC -5 AT RIGHT END OF EVERY GIRT FC -6 AT LEFT END OF EVERY. GIRT FOR CABLE BRACING SIZES AND DETAILS SEE G2. FIELD SLOT GIRTS AS REVD FOR CABLE BRACING. A LOCATED IN 0) BAY(S) S WHERE SHOWN PBA -10 TO BE INSTALLED BEFORE SHEETING. SEE G2. 5 -2 5 -2 5 -2 o I M a 5-2 5 -2 5 -2 A CC- 1 -0 9 -0 EC- ELEVATIO FRAME LI 7 -3 5 -6 7 -3 20 -0 40 -0 OUT OUT RED STEEL AT E 1 EC- 12.00 r I 11 00 9 -0 1 -0 CC- IA I A IA SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8 -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO E3 OF 11 i 5 -2 5 -2 IERECTION REQUIREMENTS I FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE G1 FC -110X FC-111X AT EACH ENDWALL COLUMN TO MAIN FRAME RAFTER CONNECTION. 5 -2 5 -2 nw MAO c5 12.00 r 11 00 RB- 1 1 f 1 ELEVATIO FRAME LI r 10 -0 20 -0 10 -0 40 -0 OUT OUT RED STEEL AT E 6 RB— r C- EC- EC- C- IA IA IA SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8-21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO E4 OF II -1 'ERECTION REQUIREMENTS FOR CABLE BRACING SIZES AND DETAILS SEE G2. FOR FRAMING DETAILS SEE G1 G2, G3 2 -0 PURLIN LAP O USE (8) 1 2 0 x 1 A325 BOLTS AT EAVE STRUT CONNECTION A A ANGLE 0) OCAT D IN S WHERE SHOWN PBA -10 AT MIDPOINT IN EACH BAY (EAVE STRUT TO FIRST PURLIN) WHERE SHOWN PBA -10 TO BE INSTALLED BEFORE SHEETING. SEE G5. 4 (J ES -1R P -1 (TYP) w L FB— A f FB— P -1 (TYP) ES -1L 5 -4 (2)P— (2)P— PBA -10 (TYP) 5 -0 5 -4 15 -8 ES -3 0 a a P -2 (TYP) 16 -0 m rr ES -2 ES -2 0 i a P -2 (TYP) m cc P -2 (TYP) 0 i a a ROOF FRAM I G PLAN 0 i a m P -2 (TYP) P -2 (TYP) C C ES— P -1 (TYP) m P -1 (TYP) (2)P— (2)P— P ES -3 ES— ES -3 5 -4 5 -0 16 -0 16 -0 15 -8 PBA -10 (TYP) V 80 -0 OUT OUT RED STEEL -1 IA IA IA I m cc FB— FB— 5 -4 4 SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By ALUM Cust DON FRIZZELL S -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO ES OF II t 3 IERECTION REQUIREMENTS I BEGIN SHEETING STARTING CENTERLINE OF HI -RIB AT STEEL LINE 1 -0 BACKLAP AT LEFT END FOR TRIM DETAILS SEE G4 FOR SCREW PATTERNS SEE G5 ELEVATION STE -10 (TYP) AT COL LI E D A A A SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AUJM Cust DON FRIZZELL 8 -21 -97 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO Edo OF II 4 (ERECTION REQUIREMENTS I BEGIN SHEETING STARTING CENTERLINE OF HI —RIB AT STEEL LINE. 1 -0 BACKLAP AT LEFT END FOR TRIM DETAILS SEE G4 FOR SCREW PATTERNS SEE G5. 51' 10 (TYP) ELEVATIO\ AT COL LI \E A n A A SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By ALUM DON FRIZZELL 8 -21- Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO El OF II S t !ERECTION REQUIREMENTS I BEGIN SHEETING STARTING CENTERLINE OF HI —RIB AT STEEL LINE. 2 -0' BACKLAP AT PEAK PANELS. FOR TRIM DETAILS SEE G4 FOR SCREW PATTERNS SEE G5. _0 I 0 N STG -1p4 (TYP) PBC -2 SNP -1S r rn :ww 3 w 3 w w w w w w w w w w w ELEVATION AT FRAVE LI \E 1 STG -104 (TYP) 0_ 0 N A A A SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL S -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO ES OF II I l• i (ERECTION REQUIREMENTS I BEGIN SHEETING STARTING CENTERLINE OF HI —RIB AT STEEL LINE 1 -0 BACKLAP AT LEFT END 27 RIDGE CAPS (RC -1) AT PEAK. FOR SCREW PATTERNS SEE G5. FOR TRIM DETAILS SEE G4 ROOF SHEETI\ G PLA\ a a 1- I— o 13 T w 0 c I 1 N F I- 0 0 T w cn c tY N A A A a N./ II cc I— SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8 -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO E9 OF 11 VERTICAL CLEARANCE AT LEFT HAUNCH 28 -6 VERTICAL CLEARANCE AT PEAK 30 -108 HORIZONTAL CLEARANCE HAUNCH TO PEAK 16-10 PLATE SIZE TABLE I SPLICE BOLT TABLE a CONN LEFT SIDE RIGHT SIDE I SPLICE I QTY SIZE I TYPE vi A 1 8 X 2 X 1 -0 N/A I A 1 a X 1 -52I A307 B &N B 1 6 X 2 X 2 -8 6 X 2 X 2 -8$ 1 B I 12 a X 2 I A325 B&N j C N/A I C 8 3 A325 B &N 5 X 2 X 1 -6a 4 X 2 12.00 1 001 F- 4 -9 116 IF S t 20 -0 116 4 -9 4 -9 4 -9 L 62 I IF S 20 -0 40 -0 OUT OUT OF STEEL 9 I. SYM ABOUT q_ RIDGE CROSS SECTIO\ AT FRAME LI \ES 2, 3, 4,&5 A A A SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8 21 �J1 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO El0 OF II VERTICAL CLEARANCE AT LEFT HAUNCH 28 -7 VERTICAL CLEARANCE AT PEAK 30 -88 HORIZONTAL CLEARANCE HAUNCH TO PEAK 17 -3 i PLATE SIZE TABLE SPLICE BOLT TABLE CONN LEFT SIDE I RIGHT SIDE I SPLICE I QTY SIZE TYPE A I 5 X 2 X 1 -0 I N/ I A 1 a X 1 -52I A307 B &N B 15 X z X 2 -6 5 X 2 X 2 -6 I B I 10 3 X 2 I A325 B &N j C 15 X 2 X 1 -8 N/A I C I 8 3 x 2 I A325 B &N N I Ln N N I 12.00 1 001 20 -0 13 t3 4 -9 16 4 -9 16 4 4 -9t6 I C N ti ti 20-0 40 -0 OUT OUT OF STEEL 13 99 4 -9 NOTE. FLANGE BRACE ONE SIDE ONLY SYM ABOUT c_ RIDGE CROSS SECTIO\ AT FRAVE LINE 6 A A A SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By ALUM Cust DON FRIZZELL 8 -21 -51 Descr 40X8OX31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO Ell OF 11 ea S.W. GIRT- 1'6 MAIN FRAME COLUMN FLANGE BRACE AS REQUIRED (SEE FRAMING SECTION) 5 #12 x 1 S.D S. (GA) ESA -1 MF TO EAVE STRUT 6 -1/2 Z GIRTS 1 o 1 0 I 1 -0 2 -0 OVERALL LAP 2 -10 I 2 -10 MAIN FRAME BOLTS MAIN FRAME RAFTER MAIN FRAME COLUMN MAIN FRAME RAFTER FLANGE BRACE AS REQUIRED (SEE FRAMING SECTION) S S I I• S.W. GIRT S.W. GIRT (12) BOLTS REQ'D w/ FLANGE BRACE (8) BOLTS REQ'D w/o FLANGE BRACE GIRT OVERLAP 15 GIRT OVERLAP 2 -10 2 -10 2' -0' OVERALL LAP 1 -0' 1 -0' I• o (12) BOLTS REQ'D w/ FLANGE BRACE (8) BOLTS REQ'D w/o FLANGE BRACE 1 PURLIN OVERLAP 0 0 rl 0 2 -0' OVERALL LAP (10) BOLTS REQ'D w/ FLANGE BRACE (8) BOLTS REQ'D w/o FLANGE BRACE PURLIN FLANGE BRACE AS REQUIRED (SEE FRAMING SECTION) MAIN FRAME COLUMN S 10 Io ,W. GIRT 1 -0' 1 -0 6 PURLIN I• MAIN FRAME RAFTER 2' -0 OVERALL LAP 1 -0' 1 -0" 10 10 I -4 I 0 1e (10) BOLTS REQ'D w/ FLANGE BRACE (8) BOLTS REQ'D w/o FLANGE BRACE 2 PURLIN OVERLAP o PURLIN ee FLANGE BRACE AS REQUIRED (SEE FRAMING SECTION) 13 1 GENERAL NOTES. 1) ALL BOLTS TO BE 1/2 0 x 1-1/4 A -307 (U N) 2) VIEW IS FROM OUTSIDE OF BUILDING (U N 3) ALL DIMENSIONS ARE 4) MATCH SHOP MARK 5) SEE CROSS SECTION OF MAIN FRAME FOR PURLIN ORIENTATION 7 A A A SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By ALUM Cust. DON FRIZZELL 8 -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES, WA Scale NONE P 0 G17884 SHEET NO G3 OF 5 f3_ EAVE STRUT SIDEWALL GIRT SAG ANGLE SECTION SHEETING ANGLE SA -10 MAIN FRAME RAFTER 1 ENDWALL_ COLUMN I 11 1 SAG ANGLE. PBA -10 (FIELD CUT AND BEND AS REQ'D) i L #12 x 1 S.D S. GA)(TYP) ti BACK BRACE TO ENDWALL RAFTER DETAIL ENDWALL RAFTER ENDWALL GIRT ANGLE BRACE (FB— I 1 SAG ANGLE SECTION 3 CLIP FC -110X (N S CLIP FC-111X (F S SAG ANGLE. PBA -10 (FIELD CUT AND BEND AS REVD) ROOF PURLIN #12 -24 x 1 TEK 5 S.D S. (GA) #12 x 1 S.D S. (GA)(TYP) CLIP FC -138 (5) 1 /2 x 11/4 A325 BOLTS 5 WELDED FRAME -f NUT FLAT WASHER HILLSIDE WASHER CABLE CABLE GRIP BRACE EYE BRACING AT WELDED FRAME II II II I I 444 II II I I I I I I I I BRACING AT WELDED FRAME EYE BOLT CABLE GRIP CABLE WELDED FRAME 6 3 CABLE 0 EYE BOLT A DIM B DIM TOTAL A A A REF "A" 5 A6 11 6 17' FLAT WASHER HILLSIDE WASHER EYE BOLT 7 /8 14 9 23 CABLE GRIP CABLE ti aztc�-�j� CROSSOVER MARK -NUT CROSSOVER MARK A DIM SEE SHIPPING LIST FOR CABLE LENGTH B DIM LENGTH FIELD MEASUREMENT SUNWARD CORPORATION Buyer REGENCY STEEL Cust DON FRIZZELL Descr 40X80X31 1 00 12 Site PORT ANGELES WA Scale NONE P 0 G17884 DIRECTIONAL SYMBOL POINTS TO THE EYEBOLT END OF THE CABLE ASSEMBLY SEE FRAMING ELEVATIONS AND PLANS. IF NO SYMBOL IS SHOWN THE ENOS OF THE CABLE ASSEMBLY ARE INTERCHANGEABLE. I 4 CABLE BRACING ASSEMBLY GENERAL NOTES. 1) ALL BOLTS TO BE 1/2 0 x 1-1/4 A307 (U N 2) VIEW IS FROM OUTSIDE OF BUILDING (U N 3) ALL DIMENSIONS ARE Drawn By 8 -21 -9� Check By ALUM SHEET NO G2 OF 5 4v 4 ENDWALL RAFTER 4 j 2 3' 7' r EAVE STRUT PURLIN CLIP FC -69 1 -0 N' 1 75. THICK PLATE N IJ _I CORNER COLUMN TO ENDWALL RAFTER GIRT TO CORNER COLUMN DETAIL I (4) 0 x 1 X 72 A325 BOLTS CORNER COLUMN CORNER COLUMN CLIP• FC -6 (A.S.) CLIP• FC -5 (O.H CLIP• FC -72 9 Z ENDWALL GIRT 61/2 Z SIDEWALL GIRT SHEETING CLIP• FC -52 7 I- _I I 4 GIRT TO ENDWALL COLUMN DETAIL PURLIN ENDWALL RAFTER THICK PLATE (4) 0 x 11/2 A325 BOLTS ENDWALL COLUMN 1 ENDWALL COLUMN TO ENDWALL RAFTER CLIP FC -5 ENDWALL COLUMN CLIP FC -6 M 9 Z ENDWALL GIRTS a 1 PURLIN SHEETING ANGLE SA -10 ENDWALL RAFTER ENDWALL COLUMN J ENDWALL RAFTER PEAK DETAIL 1 BACK BRACE TO ENDWALL RAFTER DETAIL WITHOUT CENTER COLUMN t 12GA) x1 S.DS. 1 4 8 PURLIN TO ENDWALL RAFTER DETAIL 1 —10 3 PURLIN 1/2 THICK PLATES (6)% 0 x2 A325 BOLTS I SHEETING ANGLE f (SA -10) ENDWALL RAFTER ANGLE BRACE (FB— 0 A 0 ROOF PURLIN CLIP FC -138 (5) 1 /2 x 1 A325 BOLTS 13 GENERAL NOTES. 1) ALL BOLTS TO BE 1/2 0 x 1-1/4 A307 (U N 2.) VIEW IS FROM OUTSIDE OF BUILDING (U N 3) ALL DIMENSIONS ARE 4) SEE CROSS SECTION OF MAIN FRAME FOR PURLIN ORIENTATION SUNWARD CORPORATION Buyer REGENCY STEEL Drawn By AWM Cust DON FRIZZELL 8 -21 -91 Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 SHEET NO GI OF 5 EAVE TRIM EAVE STRUT #12 x 3/4 WALL PANEL S.T S. (1 -0 0 C.) EAVE TRIM SECTION SIDEWALL PANEL CORNER TRIM #12 x 1 S.D S. /ROOF PANEL #12 x 1 S.D S. I OUTSIDE I 1 1 CLOSURE TEEL I LINE CORNER TRIM DETAIL INSIDE CLOSURE J W Z LLI f J —4— ENDWALL PANEL #12 x 3/4 S.T.S. (1 -6 0 C.) SHEETING ANGLE (SA -10) GABLE TRIM OUTSIDE CLOSURE #12 x 3/4 S.T S. (1 -0 0 C.) 1 GABLE TRIM SECTION 'TEFL LINE FRAMING CLOSURE 6 CORNER TRIM DETAIL #12 x 3/4 S.T S. (1 -6 O C.) ROOF PANEL TAPE MASTIC #12 x 1 S.D S. WALL PANEL W Z L SIDEWALL PANEL #12 x 1 S.D S. SHEETING ANGLE (SA -10) GABLE TRIM TR- #12 x 3/4 S.T S. (1 -6 O.C.) #12 x 1 S.D S. (GA) (1 -6 O.C.) 2 GABLE TRIM SECTION 112 #12 x 3/4 S.T S. (1 -6 0 C.) ROOF PANEL TAPE MASTIC #12 x 1 S.D S. (1 -6 0 C.) 113 3 PEAK DETAIL 8 RIDGE CAP PEAK BOX CAP NAME PLATE GABLE TRIM IA IA IA -GABLE TRIM ENDWALL' PANEL 4 PEAK BLDG CORNER DET 15 WALL PANEL INSIDE CLOSURE FOUNDATION (N.B.S.) ROOF PANEL 4 SIDEWALL PANEL CORNER TRIM BASE ANGLE (BA -10) #12 x 1 S.D S. -POWER DRIVEN FASTENERS (N.B S.) (2' -0 O.C.) d EAVE TRIM 1 9 BASE TRIM SECTION 110 SUNWARD CORPORATION Buyer REGENCY STEEL Cust. DON FRIZZELL Descr 40X80X31 1 00 12 Check By Site PORT ANGELES WA Scale NONE P 0 G17884 Drawn By Awr1 5 -21 -91 SHEET NO 64 OF 5 01 I. 1— GU 1- w CD CO c0 CD F- E NOTE SEE CROSS SECTION OF MAIN FRAME FOR PURLIN ORIENTATION 6" 1 -6 1 -6" 1 -6 1 -6 ;1 -6' 1 -6 1 1_6^ 1_6' 1 6 1 -6 1 ETC. r r T T #12 x 1 S D S. T #12 x 3/4 S.T S. T NOTE SELF DRILLING SCREW PATTERNS A B (AT RIGHT) MUST BE FOLLOWED EXACTLY AS SHOWN TO AVOID RUNNING SHORT WHEN INSULATING BETWEEN THE SHEETING AND RED STEEL, PURCHASE ADDITIONAL SCREWS FROM THE FACTORY AND FOLLOW SCREW PATTERNS AS SHOWN FOR YOUR CONVENIENCE, PLEASE ADVISE WEDGCOR OF THE THICKNESS OF INSULATION YOU WILL BE USING. 4 OR MORE OF INSULATION REQUIRES LONGER SCREWS. STS 6 \MIN LAP S.D S. TAPE MASTIC ROOF SHEET (SKYLIGHT) ROOF SHEET (SKYLIGHT) PURLIN T T r T ROOF SHEETING (SKYLIGHT) T T t t S.T S. 1 #12 x 1 S.D S. (GA) (TYP) PBA -10 TO BE INSTALLED BEFORE #12 x 3/4 S.T S APPLYING SHEETING SEE ROOF (AT EACH HI -RIB AT RIDGE CAPS) FRAMING PLAN FOR LOCATION t t t ROOF WALL PRIMARY FASTENER SPACING AT PANEL ENDS, LAPS RIDGE CAP EAVE STRUT SHEETING ANGLE, BASE ANGLE FASTENER SPACING AT INTERMEDIATE GIRTS ROOF SHEETING (SKYLIGHT) END LAP ROOF SHEETING (SKYLIGHT) SIDE LAPS t t t t t t t FASTENER SPACING AT INTERMEDIATE PURLINS ROOF SHEETING (SKYLIGHT) USE TAPE MASTIC AT ALL ROOF SEAMS AS SHOWN REMOVE PAPER BACKING n #12 x 3/4 SELF TAPPING SCREW (S T S.) #12 x 1 SELF DRILLING SCREW (S.D S.) t t t t WALL SHEETING (WALL- LIGHT) END LAP 0 J C0 z_ N t t t I S.T S. S.D S. —._4■I. WALL SHEET (WALL LIGHT) GIRT ROOF SHEETING SCREW TYPE WALL SHEETING SCREW TYPE TRIM COLOR WHITE PARTITION SHEETING LINER PANEL N/A SOFFIT PANEL N/A 26 GA. STANDARD 29 GA. STANDARD N/A GA. GA. SHEETING DESCRIPTION COLOR GALVANIZED STAINLESS STEEL OTHER COLOR PLEASE ADVISE STAINLESS STEEL OTHER GA. COLOR N/A COLOR N/A COLOR N/A OTHER ACCESSORIES HI -RIB PANEL SECTION 1 625 3 3125 4 4 4 1 1 1 j/.11. -i r- C- RB- CC- EC- ER- DJ- DH- G- P- ES- RCB- SCB- ECB- BA-10 PBA -10 SA -10 FB F8—_X 12 MAIN FRAME COLUMN MAIN FRAME RAFTER CORNER COLUMN ENDWALL COLUMN ENDWALL RAFTER DOOR JAMB DOOR HEADER GIRT PURLIN EAVE STRUT FC- CL- RC- RS- SW- EW- FTC- T- TR A.S. ROOF CABLE BRACING SIDEWALL CABLE BRACING ENDWALL CABLE BRACING NOMENCLATURE BASE SHEETING ANGLE, 2" x 4" x 16 GA. GALV PURLIN BRIDGING ANGLE, 1 x 1 x 16 GA. GALV SHEETING ANGLE, 2 -7/16" x 5- 11/16" x 16 GA. GALV FLANGE BRACE, 1 -1/2" x 1 -1/2" x 1/8" ANGLE FLANGE BRACE, 2 -1/2" x 2 -1/2" x 3/16" ANGLE 12 36 LEGEND FRAMING CLIP SPECIAL CLIP RIDGE CAP ROOF SHEET SIDEWALL ENDWALL FRAMING CLOSURE TRIM SPECIAL TRIM AS SHOWN CABLE SIZES O NONE NONE NONE A 0 Buyer Cust. Descr Site Scale PO N A. F S. N S. NBW O C O H TYP U N 1 5/16 0 3/8" 0 5/16 0 3/8 0 El 5/16 0 3/8 0 CENTER LINE NOT APPLICABLE FAR SIDE NEAR SIDE NOT BY WEDGCOR ON CENTER STEEL LINE OPPOSITE HAND TYPICAL UNLESS NOTED 1/2' 0 1/2 0 1/2 0 SUNWARD CORPORATION REGENCY STEEL Drawn By AUX DON FRIZZELL 8 -21 -91 40X80X31 1 00 12 Check By PORT ANGELES WA NONE G17884 SHEET NO G5 OF 5 Application Number . . , , Application pin number . . Property Address ASSESSOR PARCEL NUMBER, Application type description Su1.Jdiv!0iorA Name , , . . , . Property Use Property Zoning . . . . . , . Application valuation . ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 16- 00000373 Date 3/18/16 897455 916 MARINE DR 06- 30-90 -0 -1- 0506 -5003- ELECTRICAL ONLY 0 Owner Contractor DISINSICI, TIMOTHY SECURITY SERVICES NW C/0 118 HOWARD HEIGHTS RD PO BOX 660 SEQUIM WA 98382 PORT TOWNSEND WA 98368 (600) 659 -3463 (2-7 --------------- ----------- ---------- - - - - ------------------ _ 1-1 -� Permit . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . , Permit Fee 10G.00 Plan Check Fee 00 Issue Date . . . . 3/18/16 Valuation . . , . G' Expiration Date , - 9/14/16 Oty Unit Charge Per Extension 1.00 96.0000 ECH EL- LIMITED 18T 1500 SQ FT 96.00 2.00 5,0000 ECH EL -ADDNT LIMITED 1500 SQ FT 10.90 Fee summary Charged Paid Credited Due ---- ------- - - - - -- ---- - - - - -- ---- - - - --- ---- - - - - -- - --- - - - --- Permit Fee Total 106,00 106.00 .00 .00 Plan Check Tetal .00 .00 .00 .00 Grand Total 106.00 106.00 .00 .00 REPORT STATE SALES TAX. on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN r� FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: L3� W 03/15/2016 TUa 14137 VAX 360 797 8482 SeaUri-by SerViCee x W REUM E :� CITY OIL PORT ANGELES PERMIT APPLICATION M AR 1 Building Division /Elecil iicalInspections 321 East Fifth Street — P.O. Box 1150 / Part Angeles Waishington, 98362 E,11- 4'iRWAt Ph; (364) 417 -4735 Fax: (360) 417 -4711 Date' % Multl.Femil orntnerclal" ' Plan Review Ma $ Re� gulred, Piease Complete lcleotrical Plan Review Information Sheet Job Address; '7 �'l nom. 14002/002 BulAnq Squsre Footage; Decripton of above f Owner In rmatlon Contra r Infer . tlor Name: uGi+ Name, Mallln Address: Msidin dd as: 0 City, State; ZIP: Ciiy: state: Zlp; Phone: O max: Pnon®; F3X License Ex p. License # I Exp, I Item Unit ghlirge r lqWl QyMultiollgij by Unit Charge) 9ervic0eeder 200 Arnp. $132,00 5 5ervioelFeedar 201.4CO Amp. $160.00 ServioelFeedor 401 -600 Amp $ 225.00 Service/Feeder 601 -1000 Amp, $ 288.00 y� 5ervioe /Feeder aver 1000 Amp. $ 410,00 $ Ranch Circuit W1 Service Feeder $ 5.00 $ Branch Circuit W10 Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5,00 $ _ Drench Cacults 1-4 $ 86.00 $ -- Temp. Sarvicel Feeder 200 Amp, $102,00 $ Temp, Service /Fesdor 201.400 Amp. $171,04 $ Tamp, Sarvloe /Feeder4 ©1-640 Amp. $164.00 $ Temp. Service /Faeder601 -1000 Amp . $185,00 $ Portal to Portal Hourly $ 96,00 $_ SignlOutline Lighting $ 88,00 $ Signal Circuit/ Limited Energy — Multi- Famlly $ 64.00 Signal Circuit/ Limited Energy I Flrsi 1500 of — Commercial $ 96.00 Note: $5.00 for each eddliional 1500 sf Renewable Electrical Energy - SICVA System or Less $ i 15100 $ Thermostat $ 56,00 $ Note; $5.01) for each additional T,Stat Owner as defined by RCW.19.28,261: (1) Owner will occupy the structure for two years after this e160trlcal permit lz finalized. (2) Owner Is required to hire an electrical contractor if above sold property is for sale, rent or leaae, Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor, I am making the electrical Installation or alterstlon In compliance with the slectrlcal laws, N,E.C., ROW. Chapter 19,28, WAC, Chapter 298 -46B, The City of Part Angeles Municipal Cods, and Utility Specifications and PAIVIC 94,05.050 regarding Electrical Permit Applications. Signature r, alectrleal contractor or alectrieal administrator, ❑ caah >ncheck Dated; ❑ Credit Card I _ __ 01f9t1412 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-4I7-4735 Application Number . . . . 16-00000779 Date 5/31/16 Application pin number . . . 501885 Property Address . . . . . . 916 MARINE DR ASSESSOR PARCEI:, NUMBER: 06-30-00-0-1-0506-5003- Applicat:i.on type description ELECTRICAL ONLY Subd.i.vi.sion Name Property Use Property Zoning . Application valuation . 0 Application de.sc C'arne:ra security Owner Contractor RESULTS.. PORT OF PORT ANG'E`.:LES DITCH FII TECH SECURITY INC PO BOX :1.350 723 E FRONT ST PORT ANGELES WA 98:362 PORT ANGELES WA 98362 3 1 (360) 452-2727 Permit ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fee 96.00 Plan Check Fee . CIO Issue Date 5/31/16 Valuation 0 Expiration Date . . 1.1./27/16 Qty L it: Charge Per Extension 1.00 96.0000 ECH EL -LIMITED 1ST .1.500 SQ FT 96.00 Fee summary Charged Paid Credited Due Permit Fee Total 96.00 96.00 .00 00 Plan Check `I`ota:l. .00 .00 00 .00 Grand. Total 96.00 96.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS.. INSPECTOR: DITCH SERVICE ROUGH-INCW FINAL 3 1 COMMENTS: PERMIT WILL E)MIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: GAEXCHANGEBUILDING Page I of I * CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street — P.O. Box 1150 / Port Angeles Washington, 98362 Ph: (360) 4174735 Fax: (360) 4174711 Date: 5),21/16 X Mufti -Family or Commercial* Plan Review May Be Required, Please Cornoete Electrical Pbn Review Informaton Sheet Bud,� Sqkiare roolage: video mArveiflar Owner information C01111i ar.1011, 1111,001111'natlori Name: ..Arruw..Law1rJ-L. Nara; 11 fi Tec hilar-0mq Address: 916, Majrjj)e L)r l4aorigAdMew 723 Easl at St Cilv� llartAn 0qs Siate:WA zy,): SkI(OVA ZfV Ph�mv 4j,5?,,,' , 21 ' 27 Rw Lpcewji NiExp l i ce rl6w 0 i E _H itern U (IShajag 9!Y gervk,,eiFeeder 200 Amp. 5 132 DO SArk*fFq-PdBf 2101.400 Amp. $ 16000 5 . ..... ServKATPoder 401-600 Amp S 225 DO SerorciFeed Hr 601-1000 Amp, 5 288DO ServkmFee over VY.)0 Amp, 11410 DO . . . ....... . .... ..... .... Branch Qrcu4 Wt Service Feedcn 5 5D01 Branch Circi.iitW?OService Feeder S 74DO Ea,, -,,h Addibonal North Circuit $ 5.00 411 Bra ncb Citau fts 1-4 5 WOO $ 'Fernp. Service i Feeder 200 Amp. $ 10100 Temp. Serv`r eiFeeder 201-00 Arnp. $ '121 DO Temp. Servopq-f eder .401,600 Amp. 164D() 'Temp, Sef=eireeJer 601-1000 Amp . 165DO Portal Io Portal i4oury 5 9600 -- - — — - --------- Ughting 88DO fi . ......... ...... SigrraiQ=6 Limit&J Emrgy - MuJii-Fimily $ 64.00 Signal Circad LnTAW Energy? FIrM 1 RJO sf Cxmrnefaal $ 96 DO I Nile, 55.00 for each addi[voil 1,900 sf RenewaWe Eledwal Energy - 5KVA System or Lens qI 113 DO Thf..,.mwstal. 56,00 Note: SUO for each aldil.onal T-Stat. 96,00Total Owner as defined by RCW.19.28. 1; (1) Owner will occupy the structure for two years after this electrical permit is finalized, (2) Owner is required to hire an electrical contractor if above sad properly is for sale, rent or lease. Permit expires after six months of iast inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, NE. C., PGW, Chapter 19.28, WAC, Chapter,1296-4613, The City of Port Angeles Municipal Code, and Utility Specifications and P 14 .05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electHcal administrator E: Cash E: Check [j Cnida Catd# on file X Mike Shidey D&wd; 5/2 7t 16 OUMOU https://www.pdfescape.com/openlRadPdf.axd?rt=c&dk=060DB398GR-RroFFIXDYQqiL6mU... 5/27/2016