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2006, 04-18 Permit App 06001380 Pole BldgProject Number: 06001380 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 40 DETACHED POLE BUILDING Setbacks: Front 85 Left: 5 Right: 5 Rear: 52 Site Information: Plat Key: Name: Range Date: 04/18/2006 Page 1 of 2 Contact: EXCALIBUR STEEL STRUCTURES INC Address: PO BOX 14991 C - S - Z: SPOKANE, WA 99214-0991 Phone: (509) 921-1300 Group Name: Project Name: District: East Parcel Number: 55182.2740 Block: SiteAddress: 17315 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Lot: 1 Owner: Name: MARKHAM HOMES, INC Address: PO BOX 610 LIBERTY LAKE, WA 99019 Hold: Area: 18,054 Sq Ft Width: 102 Depth: 177 Right Of Way (ft): 64 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: itA.. Septic Sys Review i.. Released By: Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 04/18/2006 By: cjjanssen Operator: CJJ Printed By: CJJ Print Date: 04/18/2006 Project Number: 06001380 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: EXCALIBUR STEEL Address: PO BOX 14991 SPOKANE, WA 99214-0991 Description Grp Type Notes GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Building Permit Date: 04/18/2006 Page 2 of 2 Firm: EXCALIBUR STEEL STRUCTURE Phone: (509) 921-1300 This Application: Sri Ft Valuation 1,200 $22,800.00 Totals: 1,200 $22,800.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Total Project: Su Ft Valuation 1,200 $22,800.00 1,200 $22,800.00 Fee Amount $363.25 $90.81 $4.50 $458.56 SHP-01-04 LOTS 1, 2, 3 REQUIRED TO HAVE DRYLINE SEWER PERMITS AT TIME OF BUILDING PERMITS AND 1ST FLOOR GRAVITY SERVICE ONLY. PER B URHAUSEN 12/20/04 Permit Type Building Permit Fee Amount Invoice Amount $458.56 $458.56 $458.56 $458.56 Amount Paid $0.00 Amount Owing $458.56 $0.00 $458.56 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: CJJ Printed By: CJJ Print Date: 04/18/2006 15 1T2'!' F F-1 tiji5/1(11,1,11() .!!!:: L‘,1)1)11C:111011 - „ - 1'; OS, 1Y12. ‘,(211111) ,'1/41!,1.111'11,111;;11 i,!!!',.!!1h1 11.1X 110.21 1A•E, 727 11'_;'2111_5 127:, 32 r!!!!!!!-. ('U') K y: (11:111,1: S52J.74O LoL: 1 AL!: I H17. i1 I c-, Permit Center (� SPokane 11707 E Sprague Ave, 1l� �T Spokane Valley, WA (509)688-0036 FAX: (509)688-00R 18 Community Development www.spokanevallev.orq Residential Construction Permit Application LDS New Construction ❑ Addition/Remodel ❑ Other: PERMIT NUMBER: Oar) PERMIT FEE: ❑ Accessory Bldg ❑ Deck SITE ADDRESS ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Name: pAl- RI_ i G F; Address: A.s T )7 31 S .%)AcD tk y City: SIM(.. E OALL. Ey ►4 J p State: A Zip: l610fb Phone: ct, S _ 657 ( Fax: Contact Person 1 Name: 0 LL * Phone: 9'Z ` — 13 00 Describe the scope of work in detail: Contractor: Name: ELLi S— 6-4.1_,.....c.4c.4'es . )10.4.. Address: p. p .. go 14 CGi i City: C,,.,vState: F J a Zip:C�c�j 4L 1 Q Phone: 1'2.1 _ I.30 O Fax: ::I.2 t` _ (0-7 t 8 ContraXCActo ic_N—�o5 000c8p Ex Date: I City Business Lie. No: Cost of Project: $ 1 Zi gl 1 . °° **************The following MUST be complete: (write N/A if not annlicablel********************** HEIGHT TO PEAK: 1 R DIMENSIONS: 3o A. c10 x l 4f # OF STORIES: TOTAL HABITABLE P CE: I Ze MAIN FLOOR TO SQ. FTG: i j / 2Nu FLOOR SQ. FTG: /A UNFIN BASEMENT SQ. FTG: ` ^ IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: / GARAGE SQ. FTG: / �—O DECKICOV. PATIO SQ. FTG: /.4 30% SLOPES ON 1', PROPERTY: lQ # OF BE ROO)IS: N //1 CONSTRUCTION TYPE: Po s4 Fra -Q HEAT SOU CE: /A SEWER OR SEPTIC? -5P+ I C_ The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be.prgcessed. Signature Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 0 Check Date (1•/�' Q� Mastercard 0 VISA Expires: VIN#: acne consO'1y 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.10DD ♦ Fax: 509.921.1008 1 rityhalt@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor. Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location 0 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Fumace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information e4 77 for ... ... !iC, ;m itt e- , I , I "t I:, ; lN 1, Dl u iil fl 2 — ---------- x d(I DI'l A_..:[ 1) POLE PI-) UOX 7: L,:W it ------ !iC, ;m itt e- , I , I "t I:, ; lN 1, Dl u iil fl 2 — ---------- PLANNING DEPT. APPROVED lot BY' IS� HcusE DATE:__ 3 Z_ SkoAD\Ni AY FROM irlE (TUE)APR 18 2006 12:54/ST. 12: 53/NO. 6800575228 P 2 3' T R. 1- -PLUG IN SLEEVE PVC MOSE OF LC ICI SWEEP ELWIM LAST ORIFICE NG/CI A11010 PEGET YF EKED IR AINRGCK 1/- 2 1/2_ rn/4 1/2 GY. IF t tN 1ROCK� AROUND ARP IC E LOT 5 INONDrury -� 0 REASEIGM \ come WATLR U 4 10' MN. EROA PROPERTY LINE TO ASSURE MECUA11 SEPARATION FROM WATER 1M ON ADJOINING PROPERTY. LOT 2 NATIVE TOP SOIL (SANDY LOAM) FINISH GRADE 1"LATERALL EE ` 6 RRIEIYTRS(1W.)lw.. \An ./ 3/16" WEEP HOE TRENCH DETAIL 02 - IP 9µr .1 r W/ -L RE LA YMENT • L (TYP.) f e m51W0 art EE 100m AGO A- EOSTING As wool ON SIMNE SEDER E PSON .141 SE S. I DRAWING OF SANFLART 1DUI 1, FOR I I. NWsorfrIkRi LOT 5 s torso v_1aL02 FUTURE SHOP F --- 'L7F2' fTTNJ OF PRMSURIII0 ORM:MELD 1' SCR. 4D PVC 2 W CEME6 (Y£ DETAILS) 9NGLE COMPMMFM 1000 CAL DOSING TANK INLET PETAL) BT _ a PROPOSED BEDROOM HOUSE N 6S'a0'OS' L 102.00' r^0 S W .aNERAL SP ECIFI. JARS TNE 1) ND THE SIN TAM SHALL ©MPARMENENT 1�0W0FV�$ IC TANK 03 SEPTIC EAC/4 .95 wart `BLOCK Y COMPANY. w5wWERi10vw7r Co 6Aw.SMIONcas swo Uc CRAWL. OOR APPROVED EQUAL VERIFY ACTUAL DOSING TAISN DIMENSIONS WITH DIMENSIONS IN TILE MTEAI W1A 70 ENSURE LBO GALLON DOSNG VOLUME 2) Mc 0PN5RELO TRENCHES SNAIL EC ESCNVAIEO IN THE APFA Aw0 At THE DEPTH Spasm ON THE PUNS DR AS N029 IN FIELD STARING. tiff BOTTOM O9 THE TRENCHES LULL 0E LEVEL TAKING CARE Nor M COMPACT THE SOL WRING °COPTICN. SCARIFY DC pWNFl0D DRENCHES 70 A DEPTH OF 17, WASHED MES. ...NONN MUGS THHE PRESSUC DSTmouT SHALL BC PIALED IN THE N PIPECH t A mono62 51x (e) snows 0I ME PLAN. AND PREPARED FOR 0ESTt0 ISEE NOTE 3). AFTER 9JGCE(SFlM1. T�0N9001 P APPROVAL1u1PALPOW:CDSS AErTO ME TUPIPING. NED Doo Doom/AFC: µD save, WELDED IN P0SmON. THREE (0) ADOITIONPL INCHES OF wA9i0O DRAM:ROCK ME THEN NAGEO OhA THE PIPEWO43 AND MUYV20 WITH AN µP4OHID PCLYSPUN FlLRA FABRIC AND MACRI{I4D IN ACMN2ANG0 WITH THE FLAN AND SEEDED OR 50WE0 TO ALLOW REMT'AL OF FLUTWC NAPGIRANSPIPATOn'. ♦) THE WSINC PUMP SHALL RE 1NAT CALLED FOP ON ME YIAN OR SHALL 00 AN WPRDVE0 EQUIVALENT. THE PUMPING SYSTEM SHALL INCLUDED. SUBMERSIBLE PL14P. MOTOR DISCHARGE PIPNG. CHECK VALVE. BALL VALVE CUTCS-MSCCOINEGT COUPLER FIRINGS, ELECTRICAL CABLES. ARID CONTROL PANEL MC C0YTPPCTOR 5AL CONS1RUG1 A CCNPLETE AND WORKABLE SYSTE*, INCLUDING AM' R0MS NOT NECESSARILY 5H0VM ON THE PUNS, TO PERMIT SATISFACTORY OPETNTON. Md POMP SHALL BE ACTIVATED IR WIDOW -TYPE FLOM 'scow,. A MOH WATER NAIA1 WITS BOTH .420181E M0 NSLML (UCH!) ALARMS SHALL BE INSTALLED. wHICH SHALL BE ACMAIEO BY A FOURTH MERCURY a TJI. THE MM.( SIMLL SE EQUIPPED MTH AN ➢APSED TIE METER AND 005E WARMER S) PRIOR 70 6Ab(FIWNC THE 0P.VNFrt5D TRENCH, THE SYSTEM MUTT BE TESTED TO ASSURE DE ANY occLI CONS THROUGHOUT T2 MMAS.TRmR 50 THE MRW L OF TEE DESIGN KNOWER OR DESIGNATED REFRESENIATVE (INSPECTOR), IRE 0O99C AM SHALL BE FlV ry0 DISH FRESH WATER MD THE LATERALS CORNED NUN UPWARD P09TTH E. E PRESENce 9F THE INSPECTOR, TIE DOSING RUMP 15 MEW ACTUATED. 6) ALL CONSTRUCTION SHALL CONFORM WITH THE SPOKANE REQONAL HEALTH DISTRICT RULES AND IG0IM1I0NS MR SEWAGE Cl2POY3 t0leus. 7) ALL 003)00A1ER PIPES ENTERN6 OR 1.5493G THE TANK SWLL FORM A WATEMRTIGHT PC eiCONCRETECONCRETE WALLS. A FIee.IBLE COUPLMD SMALL BE PRE 5) ALL ELECTRICAL WORK SHALL CONFORM TO ME U1LSr APPUCADIF ELECTRICAL EnOF 0) TRANSPORT PIPE SHALL HAVE A MMMUM DEPTH OF COVER GF NNE (5) FEET. 10) INSTALL AN CWEND°, ZOELER 170-0070, POLYLDK FL-122 DR APN9WED EOMAIPM. EFFLUENT MCIER IN ME 9TTING TANK AGLE AJNG TO THE MAKUFACNRERS SPECIFICATIONS. II) INSPEDITON OF ME SYSTEM BY THE DESIGN ENGINEER IS RC0UIRE0 DURING CONSTRUCTION. CONTACTOR STALL KEEP THE 061°11 ENGINES INFORMED OF THE CONSTRUCTION SCHEDULE. ME SYSEM SHALL NOT BE B04KF1LLEO UNIX THE 5®RC/DOSWL TANKS AND ALL PIPING NAVE BEEN INSPECTED MO PRCSSURE TESTED. CALL 524-9351 (METRO 0GWEERING) TO SCHEDULE INSPECTIONS. 2 CCMP4MMEM t000 GAL SEPTIC TANK (SE DETAIL) LET I.E. 90.01 01LL7 IL- .751 BROADWAY AVENUE SITE PLAN BID( SYSTEM DATA Numb& of lwellbq unit Type el wilt, Residence Sok Typo Sandy Learn Allowable application rate-- 4/Sr/doy 0.45 1. GENERAL Number of bedroome--eodo 3 Total daily ec;Lenomr lUldllg---gpd 360 Septic tankage recnmmendm--gallaae IWO Oming wlumc--g01l000 180 Oemng tonN-go age recommended-llna 1000 , U Pipe type Lateral length—tealngt—ilength—tealifice CO -h-Inches--Inchesor Orifice om oar-e Oidce spacing —feet MinOrifice Fsnmmr rote--tips6.93 Minter of orgcea Par atom 6 Lateral dnumber oe roarals 5.56 Told numlu' o- galls s B Inter1064 volume-9ollw 44.49 4.49 1tal 09070W discharge rate-ypm H 49 1 o type --PVC leo wC mooed pain --Teel Lateral Type of feed Manifold drammr—i Internal VaW000 Total ak volume--9 dbm Numbs' of c% per rdose a 4. TRANSPORT PIPE Pipe tYPem-Pic APprodrecte kn9th--that PO LED. --inches Fddlan head lax --rent .l l-h 5. 9U49150 Pumping li - legit N69 Atom: lift --1st 3 L ppe friction Ma --feat 41 Network ICI--1072 InRag00 100 Internedpiping I ce --sect 1.93 0o. or Ball Valdes 1 No.. of GlomDuck 400 vO No. or Quit& iran No. of Going Di«amwcL^ No. of Goers TOTAL HEAD --feet 3.6005r of pumps required--eacti Brake M0OpcwpT--13HP ,TB Rs 050430 -pump--Mydrvllw& Yadrl No. HP 6. 11041 06ITCH 6. ROAt Soong Tank Interior SWITCHES/DOSING TANK ApomLo Oovy Tank Interior OLmwmT (IDW gel) L0:gN--ft 7.5 Wlubmer1 S Puna Pump submergedpigo--lion--incbe-. [IAI 18 7, ppe 9 rs a-=mtlrcs N ].]0 T. DRAINFELD Total dmn0eld length provided --rest 267 Total alan6em length provided -mks/ 2 72 SOH 40 34 3/16 6 SCH 40 36 12 CENTER 2 6.3 1954 ECN 40 30 2 1.13 n55 50 SYSTEM SHALL NOT BE INSTALLED UNRL SPOKANE REGIONAL HEILIN DISTRICT PERMIT RA5 BEEN ISSUED. AND MUST BE INSTALLED BY A SPOKANE COMM REGIONAL HEALTH DISTRICT LICENSED INSTALLER 1 1"1 SHEET 1 OF 1 05-515 CALL BEFORE YOU DIG: 456-0000 APP. #05-7681 0 00 NOTES FOR FLOOR PLAN INTERI❑R FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE WALL POSTS - 6' X 6" TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 8") D = 3' 0" MAXIMUM POST SPACING 12' 0" PURLINS @ 24" O,C„ BEARING OR JOIST HANGERS (TYPICAL) rn z J 0 X w 40 PSF LIVE LOAD @ 24' ❑.C. - TYPICA 0 0 z H J o! o_ X cu w z -J 0 L7 Z 1- 0= 0 L_ w UJ V) i i i @ 24' ❑.C. - SPANS 12' TO 60' DOUBLE TRUSSES S1 0 tU DOUBLE TRUSSES PURLIN C❑NNECTI❑N METHODS' A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD, SIMPS❑N J❑IST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS. tON C❑NNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER SINGLE TRUSS 51 PLAN VIEW N.T.S. NOTES FOR SECTION A -A 61 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE 0 TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' O.C., 10' BAYS 2' >( 6' @ 24' O.C., 12' BAYS DF-L #2 GIRTS FLAT @ 24' O.C, 0 CONCRETE FOOTING, SEE SCHEDULE S5 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS, WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. SEE FO❑TING DETAIL BUILDING SECTION A -A N.T.S. 12 0 ` ' ,% ,,%`,/� vq��,,���,,�`��/ ` AY' -.ice-.fs '.i S1 SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S. 84 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2" X 6' 0 TREATED 2' X 6" BOTTOM GIRT S2 2" X 10" HEADER 0 2' X 6' GIRTS @ 24" ❑.C., 10' BAYS, DF-L #2 2' X 6" GIRTS @ 24" ❑,C,, 12' BAYS, DF-L #2 0 2' X 8" FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2" X 6' BOTTOM GIRT OR TREATED 2" X 10' BOTTOM GIRT IB 0 6 P RLIN METHOD NNECTI ON ."4"4"1%"4""414\......../(': AAWer P M1 H OD ON ((1i1l)).**&;'4I,--e11 iii6iiEr c 11v0iiiiri IMODIVCeCTIONjN% i, 2 1 1 "��IZpC, 1 1� I. A. ij LJ DETAIL. 1 TRUSS COLUMN CONNECTION, PURLIN SUPPORT NOTES FORFOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING CO UNDISTURBED SOIL • • FOOTING DETAIL N.T.S. TREATED POST 4A - 16IRT ALV, NAILS E • 0 I tU 0 0 2IR' (FLAT) 2' TYPICAL GIRT CONNECTION TYPICAL TRUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING Si GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES 14 GABLE END POST S4 2" X 4' BOTTOM CHORD BRACING @ 10' 0" ❑.C. SS 2" X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE GABLE END TRUSS 16d NAILS 2'X6'X18' BOLTING BLOCK N.T.S. N.T.S. NOTES FOR CONNECTION DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 1.6d NAILS EACH SIDE. S4 MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK 0 VOOD POST, SEE POST/F❑❑TING SCHEDULE, 0 4 - l0d NAILS 0D S❑LID BLOCKING AT C❑NNECTI❑N P❑INTS. S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' EAVE GIRT 10 KNEE BRACE, IF REQ'D, SEE POST SCHEDULE AND DETAIL 2 11 2' X 6' X 24" OR 2' X 8' X 24" BLOCK 410 1 - 3/4' 0 MACHINE BOLT THRU Tf2 SS T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' & 30' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 40' 5 - 3/4' 0 M. BOLT @ B❑LTING BLOCK - 50' 6 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' S►1 4 - 16d NAILS DOUBLE OVERHEAD DOOR DPTI❑N OPTIONAL FRONT ELEVATION 12 4 SINGLE SLIDING DDDR ❑PTIDN OPTIONAL FRONT ELEVATION u u N.T.S. S4 - 8 - 16d NAILS CORNER POST - 16d NAILS 2' X 6/ X 18' BOLTING BLOCK DETAIL 3 TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS OPTIONAL FRONT , 3068 MANDD❑R OPTION a {1�sftl ELEVATION ZP OPENING N.T.S. 12 SPLIT SLIDER DOOR ❑PTIDN OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS' Si HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12'-0' DOORS 2' X 12' HEADER UP TO 20'-0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24'-0" S3 2' X 6" HEADER S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2" X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8" FACER. S5 DOUBLE 2' X 6' KINGPOST DETAIL 2 NOTES FOR DETAIL 2- KNEEBRACE Si TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 0 2' X: 6' KNEE BRACE S4 VOOD POST, SEE P❑ST/FOOTING SCHEDULE S5 3/4" DIA, BOLT S6 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE OF POST @ EACH KNEE BRACE CONNECTION S7 NAIL KNEE BRACE TO POST WITH 4 - 16d NAILS S8 NAIL B❑LTING BLOCK TO POST BRACE WITH 8 - '.6d NAILS S9 4 - l0d NAILS NOTES' KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. KNEE BRACE N.T.S. OVERHEAD DOOR ❑PENING SLIDING DOOR ❑PENING NOTES FOR SIDE ELEVATION (D2" X 8" HEADER 0 2" X 10' HEADER FOR 10' & 12' SLIDING DOORS 2" X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TYPICAL SIDE ELEVATION N.T.S. TRUSS WEB BRACING INTERIOR : OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB .z. l0d NAILS @ 6' D.C. "X6"❑R2"X8' L-BRACE TRUSS WEB MEMBER SECTION B-B AT INTERIOR TRUSSES Od NAILS @ 6' O.C. a X 4' L-BRACE TRUSS WEB MEMBER SECTION B-B AT GABLE END TRUSS tUILDING SPECIFICATIONS' GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE DESIGNED FOR 30 OR 40 PSF LIVE (SNOW) LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B AND SESMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. ) MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAY, CLAYEY SAND AND SANDY GRAVEL OR BETTER PER IBC TABLE 1804.2, LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c - 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER OR HEM -FIR #2 OR BETTER BY WWPA GRADING RULES, MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9,1 & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INT❑ PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT DIP GALVANIZED, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28, POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES, HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2' LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1' OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, SOIL COMPACTION - ALL BACKFILLED S❑IL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. 1a TRUSS LOADING' TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF 1' 2 - 16d NAILS BOTTOM CHORD DEAD LOAD = 1 PSF --') 6', 8' OR 10' POST NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' ✓ ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT N FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) * EAVE AND RIDGE PURLIN SCREWS' #14 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED • ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS' #10 x 1 1/2' 2 9' O.C. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' #14 x 1 1/2' 8 BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS EADOORSEDSN&WABEANGSTOPNDWLLHAERGLEDTRUSCHORD, EAVE & RIDGE PURLINS ON ROOF DOTED AHOSCREWS! TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD "8" DIA. "r. REQUIRED VOLUME, Y03 1o'-0"1?-0" 6" X 6" 10" 10"-0" 10' 0" 6" X 6" 10" 10'-0" 12'-0" 6" X 6" 10" 10'-0" 14'-0" G' X WW2' X 6" 18" 10'-0" 16'-0" 6" X 8" 20" 10'-0" 18' 0" 6" )( 10" 20" 10'-0" 20'-U' 6' x 18" 21" 3'-0" 3'-0" NO NO NO NO NO 11O NO 0.20 0.20 0.20 0.20 0.24 0.24 0.27 12-0" 8' O" 12.8" 1W-0" 12-0" 12' W 12.0" 14'-W 12-0" 16'-0" 12-0" 18'-0" 12'-0" 20'-0" 6' x 6' 6" x6" 6" K 6"W/Z'x 6" 6' X 6' 1NrZ' x 6" 6"X8"WIZ'X6"_ 6' X 8" WIZ' X 6" 6" X 10" W/2" X 6" 26" 26" 26" 26' 28 26 3'-0" 3'-0" 3'-0" 3.A" 3'-0" 3.-0" T-2" NO NO NO NO NO NO NO Q41 0.41 0.41 0.41 Q41 0.41 0.44 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H' Wit D "0" DIA. "T" REQUIRED VOLUME, YD3 10'-0'• V-0" -10'-0' 10'-O" 11 -0"---12'-0" 10'-0" 14'-0" 10:11"' 16-0" 10'-0" 18 O" 10:0" 22+0y -O"" 10' O" 22''O 10'-0" 24 -Q' 6"x6" 6"X6' 6' X 8"W/Z' X 6" 6" X6"'WIZ' X 6" 6'x0" 6'x0"W/Z'X6" 6' X 8"W2" X 6" 6"X10" W/2" X 6" 6"3112" 26' 26' 28" 26' 26" 26" 26" 26" 26" 3'-0" 3'-0" '-0" 3.-A.. 3-0" 3A" NO NO NO NO NO NO NO NO NO 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0,44 0.45 12-0" 12-0" 12-0" 12-0" 12-0" 12 0" 12-0" 12-0" 6-0" 10'-0" 12'-0" 16'=Q'' 20%0. 22'-0" 24'-W 6'x6" 6'x6' 6 x 6"W/Z'X 6" 6"X8" 6'x0"W/2'X6" 6" X10" 6" X 12" 6"X 12"W/2"X6' 6"x 12" 28" 3'-0" 28" 3'-0" 20" -28" 20" 28" 28" 28" 28" 3'-0" 3'-0" 3'-0" 31-71 3'-6.. NO NO No NO NO NO NO No NO 0.47 0.47 0.47 0.47 0.477 Q4ar 0.47 0.5 0.56 POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING 10.0" 10'-0" _10:O" 10.0" 10'-fr' 10'-0" W x D "B"DIA 1?-0" 6" X 6" 28" 10'-O" 6" x 6" 20" 12:0" 6' x 6" W/Z' X 6" 20" 1r0" 16'. " 22'--0" 24'-0" 6„X 8" - -- 6"3!8'W/2"X6" 6 X 10" 6' X10"W//2"X 6• 6" X 10" IA1/2" X 6" 20" 28" 28" 28" 20" 28" "r" 3'.A" " 3'-0" 3'-0" 3'A" 3.-0" 3'-0" 3'-0" REQUIRED N0 NO NO NO NO NO NO NO YES VOLUME, YD3 0.47 0.47 Q47 0.47 0.47 0.47 0.47 0.47 050 12-W_ 8'-0" 12-0" 10'-0" 12-0" 12:U' 12-0"- 12-0' 18'-0" 12-Q' 20'-Ir 12-0" 22'-0" 12 0" 24 -Q' 6"318" 6"X6" 6'x6"W/2'X6" 6' X 0" W/2' X 6"_ 6" x 10" W_ X 10" W/2" x 6' 6" X 12' 6" x 12" W/2" X 6" 32" 32" 32" 32" 32" 32" 32" 32" 32' 3.-0" 3'-0" 3'-0" 3-0" 31-0" 3.0" Y-2" NO NO NO NO NO NO No NO NO 0.62 0.62 Q62 0.62 0.52 0.62 1162 11.66 0.60 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD "B" DIA. REQUIRED VOLUME, Y03 EXPIRES 12/29/07 10'-6' 13'-0" 6" X 6" 10:0" 10'-0" 6" x 6" 6"X6'W/Z'X6" 6"X6"W/2'X6" 6"X8" 6" x e"W/Z'X 6"_ 6"X8"W/2'X6" 6" x 10" 6"X 10'W/2"X6" 6"X12" 10-O" 1o'Q- 12.0" 14'-0" 16'-U" 16'.O"- 1W-0" 22'-O" 10:0" 24'-0" 30" 30" 30" 30" 3113111 NO NO NO NO YES NO NO NO NO YES 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.581 NO NO NO PO - NO NO NO 0.66 0.66 0.66 0.66 0.70 POST FOOTING SCHEDULE 4v TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN F OWING KNEE BRACE CONCRETE SPACING "I -I" 11341 DIA REQU RED VOLUME, YD3 34" 34" 34" 34" 34" 3- 4" 34" 36" 36- " 36- " 3114111 NO NO NO NO YES NO NO YES NO YES NO NO NO NO NO YES NO NO NO 0.70 0.70 0.70 0.70 0.70 0.70 0.79 0.79 0.79 0.79 0.83 0.03 POSTiFOOMNG SCHEDULE 54' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING REQUIRED VOLUME, YD3 36" 311411 NO NO NO NO NO NO YES NO 40- " 12-0" mir 31411 NO NO NO NO NO YES NO NO NO EL 79 0.79 0.79 0.79 0.79 0.79 an 0.83 0.97 0.97 0.97 0.97 0.97 1.03 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED • :POSTS; 'UP TO' 1,6'-0" WALL HEIGHT ABOVE 16' WALL HEIGHT, • ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHA 3.-0" DEEP FOR WALL HEIGHTS TO 1St-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE A CONCRETE FLOOR, INCREASE FOO ING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING Do.nlel Woribeke, P. E. Spokane, WA 99223 STRUCTURAL DESIGN FOR POST TAME BUILDINGS 12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC EXCALIBUR STEEL STRUCTURES, INC. P. O. BOX 14991 SPOKANE, WASHINGTON 99214-0991 DRAWN BY WAMBEKE BY DATE CHECKED DATE 01-08-06 DRAWING NO.1 DESCRIPTION OF CHANGE PROJECT 2006 REV. PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION: CORRECTIONS Sffe REV.7.7VV . FOR CODE COMPLIANCE C K N i'J.ALU .Y BL1i CODE/COMPLIANCE (VISION