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2007, 02-12 Permit App: 07000386 Pole BldgProject Number: 07000386 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/12/2007 Page 1 of 2 Project Information: Permit Use: 24X36 POLE BLDG Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 003474 Name: JANS ADD ,r te:...- Contact: NBC STEEL BUILDING Address: 5329 N STEVENS C - S - Z: SPOKANE, WA. 99205 Phone: (509) 710-8586 Group Name: Project Name: District: East Parcel Number: 45261.2811 Block: SiteAddress: 14912 E 17TH CT Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Area: 12,339 Sq Ft Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: €r;���� Width: 0 Review Building Plan Review Lot: Owner: Name: THOMAS, NEIL A & PAMELA J Address: 14912 E 17TH CT SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Originally Released: Landuse/Zoning/HE Conditions Permits: Released By: 2/8/2007 By: TMELBOU Released By: Originally Released: 2/9/2007 By: kkendall Operator: JD Printed By: JD Print Date: 2/12/2007 Project Number: 07000386 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/12/2007 Contractor: NBC STEEL BUILDINGS Address: 5329 N STEVENS SPOKANE, WA 99205 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: ,470 Permit Type Building Permit Building Permit Firm: NBC STEEL BUILDINGS Phone: (509) 710-8586 This Application: Sq Ft Valuation 1,224 $23,256.00 Totals: 1,224 $23,256.00 Units Unit Desc SELECT SELECT SELECT Permit Total Fees: Fee Amount Invoice Amount $476.06 $476.06 $476.06 $476.06 Total Project: So Ft Valuation 1,224 $23,256.00 1,224 $23,256.00 Fee Amount $377.25 $94.31 $4.50 Amount Paid $0.00 $0.00 $476.06 Amount Owing $476.06 $476.06 Page 2 of 2 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: JD Printed By: JD Print Date: 2/12/2007 Project Number: 07000386 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/8/2007 Page 1 of 2 Project Information: Permit Use: OLE BLDG Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 003474 Name: JANS ADD Parcel Number: 45261.2811 SiteAddress: 14912 E 17TH CT Location:: CSV Block: Contact: NBC STEEL BUILDING Address: 5329 N STEVENS C - S - Z: SPOKANE, WA. 99205 Phone: (509) 710-8586 Group Name: Project Name: Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Area: 12,339 Sq Ft Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Lot: District: East Owner: Name: THOMAS, NEIL A & PAMELA J Address: 14912 E 17TH CT SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: � ,v, ,za ,w,,twagmw Review Building Plan Review Released By: Originally Released: 2/8/2007 By: TMELB Land C e/Zoning/HE Conditions Released B f ' 1 [' Cf ' ca alp I ckti Bloc, Permits: Operator: JD Printed By: JD Print Date: 2/8/2007 Project Number: 07000386 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/8/2007 Contractor: NBC STEEL BUILDINGS Address: 5329 N STEVENS SPOKANE, WA 99205 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit Building Permit Page 2 of 2 Firm: NBC STEEL BUILDINGS Phone: (509) 710-8586 This Application: Sq Ft Valuation 1,224 $23,256.00 Totals: 1,224 $23,256.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $476.06 $476.06 $476.06 $476.06 Total Project: Sq Ft Valuation 1,224 $23,256.00 1,224 $23,256.00 Fee Amount $377.25 $94.31 $4.50 Amount Paid $0.00 $0.00 $476.06 Amount Owing $476.06 $476.06 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: JD Printed By: JD Print Date: 2/8/2007 Permit Center Spokane 11707 E Sprague Ave, Suite 106 "=Valle S 0 )68 -0 36 AX 9 92 )t'cio 6U 3 u �,Uu7 Y 509 688-0036 F:509 3 Community Development www.spokanevalleV oig Residential Construction Permit Application PERMIT NUMBER:+;�� - ; PERMIT FEE: New Construction Accessory Bldg Addition/Remodel n Deck Other: SITE ADDRESS ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSIONS: �,' )--3//X/y # OF STORIES: / TOTAL HABITABLE SPACE: Name: �) 1 _ . l 44 ; s; Z_'i/ii�f t Address,s,,ll,a j -t -7i/'"--/3 Address: / ("e9/2..... i4% -/ /7 7 Lr C',� City: CI- �'1 r"''5 -5i) , L-4 - per 7 9N� $ tG Zip 79e).5 I Phone: t Fax: Contact Person Name: 1h'v Phone: 70 c, - 7/0 ' >17.4 Describe the scope of work in detail: Contractor:h DIMENSIONS: �,' )--3//X/y # OF STORIES: / TOTAL HABITABLE SPACE: Name: ln/)' ?L _c -X,1"'4 l 44 ; s; Z_'i/ii�f t Address,s,,ll,a j -t -7i/'"--/3 City: ) z„i. G State DECK/COV. PATIO SQ. FTG: Zip:991v 7 Phone: 77/O - y��L Fax: HEAT SOURCE: SEWER OR SEPTIC? ; r' �?.:a- Contr c Lac Exp Date: City Business Lic. No: Cost of Project: $ %f ‘)Zy,.2 .6'09/zi)1 )((? P77/ frt) 7V-, /6 / X (21 ******** ****The following MU be complete: (write N/A if not anulicablel********************* HEIGHT TO PEAK: Geo DIMENSIONS: �,' )--3//X/y # OF STORIES: / TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 21° FLOOR S G: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. TG: / 2_:2--Y-- DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CANS TRUCTIICN TYPE: ? - " /.--,4,-)/2) HEAT SOURCE: SEWER OR SEPTIC? ; r' �?.:a- 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 can1e processed. Signature , / j-' /2r. Jv Method of Payment: ❑ Cash Check ❑ Mastercard 0 VISA Bankcard #: Expires: VIN#: Date Authorized Signature: REVISED 8/25/2005 PLANNING DEP APPROVED BY* �-, idea./ DATE: '9A/51 � 39 /74.0 //). 4) /1 9 /1, �9�f 17T 7),„,il :D POST 4 - 164 GALV. NAILS EACH GIRT 2' X 4' BACKERS @ 48' 0. C. - REQUIRED FOR 12' POST SPACING ' (FLAT) PURLIN CONNECTION METHODS, A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS CAL GIRT CONNECTION FLOOR PLAN 0R FRAME WOOD POSTS, SEE SCHEDULE THIS SHEET WALL POSTS - 6' X 6' TYPICAL 'LISTS - 4' X 6' TYPICAL 10 DIMENSIONS, B + 1' 8'; D = 3' 0' IM POST SPACING 12' 0' IS @ 24' O.C., BEARING OR HANGERS (TYPICAL) �lr.bas•�M NOTES FOR SECTION A A ©j TTgICAI PURZIN, SEE FLOOR ® TRUSSDESIGNBY OTHERS ©3 2' X 6' DF -L M2 FLAT GIRTS @ 24' D.C. 10' 6 12' POST SPACING CONCRETE FOOTING, SEE SCHEDULE ©5 R%TEND POST 80 TOP OF PURWIN OOF ASTENED Tp PURLINS [iH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO TgdgWITH t' LONG 00DFASi TEKS. NOTES FOR CONNECTION DETAIL S1 MANUFACTURED TRUSSES TRUSS DESIGN BY TRUSS MANUFACTURER 0 MANUFACTURED TRUSS Cc/700, PROVIDE TRUSS SEAT. SS /4000 POST, SEE POST/FOOTING CHART © 5/8'0 BOLT THROUGH. TRUSS TOP CHORDS PLUS 4 - 50d THREADED HARDENED NAILS IN PRE -DRILLED HOLES SB TYP. PURLIN, 2' X 6' HEM -FIR 02 @ 24' O. C. 02' X 6' SAVE GIRT DETAIL '1 — TRUSS COLUMN CONNECTION, PURLIN SUPPORT I6d NAILS 00 4 SEE AIL FO0008 DET BUILDING SECTION A—A 2 _ m ASI— _I_1 1 DIMF 6' 0' 0' MAXIMUM .'-' mam 1•111 SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION r2 NE FOR FR 31 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'0 0 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' 0.0., 10' BAYS, HF 82 2' X 6' GIRTS @ 24' O.C., 12' BAYS, HF 82 W/ 2' X 4' BACKERS @ 48' 0. C. S4 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE © TREATED 2' X 6' BOTTOM GIRT 0R TREATED 2' X 10' BOTTOM GIRT NT 6" DR 8 POST NAILING PATTERN FOR 8070' POST L BLAMINATIONS A AMI NA oI TREATED MEMBER AND MUST 0/806D TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE 0R ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SO L FOOTING DETAIL 108 NAILS TRUSS TO. OOLUM SEE CHART BELOW GABLE END TRUSS 2" X 6' X 18' BOLTING BLOC DOUBLE OVERHEAD DDDR OPTION OPTIONAL FRONT ELEVATION 1��1 1e '-' SINGLE SLID NG DOOR OPTION OPTIONAL FRONT ELEVATION 12 1-1-1.1.M 1NIIIM1111111•111111111•111 1 1 3068 MANDOOR OPTION 1' 04ENING OPTIONAL FRONT ELEVATION 12 - 10d NAILS THRU BLOCK TO COLUMN CORNER POST DETAIL 3 TYP. GABLE 0600 TRUSS CONNECTION SPAN QUANTITY 10d NAIL TRUSS TO POST QUANTITY 10d NAILS BLOCK TO POST 18'-24 6 12 30' 10 12 36' 14 12 40' 14 16 50' 14 22 60' 14 3D SPLIT SLIDER DOOR OPTION. OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS SI HALF TRUSS DESIGN BY OTHERS 0 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' 0 2' X 6' HEADER S4 4' X 6' DOOR POST 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOORPOST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. S5 DOUBLE 2' X 6' KINGPOST IIIIIIIIIIIII ____M-1141.1.11.136 '' OVERHEAD DOOR'_' OPENING 1•1111111•1111 '1 1 1 SLIDING DOOR OPENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION "•" SI 2' X 8' HEADER S© 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS 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. 0 TYPICAL ®RUSS BOTTOM CHORD BRACING ,1 Od NAILS 2 6' O.C. ' X 6' OR 2' X 8' BRACE 0d / 4' NAILS @ 6' O.C. L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION 8-9 SECTION B—B AT INTERIOR TRUSSES AT GABLE END TRUSS 0-\ NOTES FOR TRUSS BOTTOM CHORD BRACING S8 GABLE END TRUSS DOUBLE INTERIOR TRUSSES 0.0 S3) 2 4' BOTTOM I CHORD OBRACING @ 10' 0. O.C. ® 3 02/4, 808180 TO TRUSSES WITH BUILDING 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 USE IN 30 PSF UR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WINO SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PIFs CEILING LL Q. 0 PSF CEILING DL = 1 PSF X' ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. s MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) SOILS 0R BETTER PER IBC TABLE 1804.2, LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH Ft - 2,000 psi, 4 SACK MIX FOR F00TINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-02. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO 02-1 02 0R BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS, MAXIMUM MOISTURE CONTENT SHALL BE 19/ BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IHC. ALL NAILS INTO P806082801201Y TREATED WOOD SHALL BE ZINC COATED HOT DIP GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS E ENTS pF AWP A C-16, C-22, C-23, C-24 & L-28. POSTS FOR BUILDINGS SHALL BE NOTED ON THE PLANS. ALL POST MATERIALS SHALL HE HEM -FIR 02 OR BETTER, EULL 01 U DIMENSION AND GRADED BY WWPq GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. SOUL & - HARDWARE SHALL HE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORMNFORM TOO OSTM 1 PT. LOCAL &SIDING -METAL PANELS MAY 21 STANDARD RIBBED STYLES AVAILABLE FROM 8603L MANUFACTUSTRUCTURAL QUALITY 011 /ANIZEy OR POINTED, 29 GAUGE MINIMUM THICKNESS, ASTM PURL STRUCTURAL QUALITY (SQ), Fy = LONG ksl. ROOF PANELS SHALL BE FASTENED 0 PURLINS WITH PLATED, GASKETED 1 N' LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED 8 GIRTS WITH PLATED, GASKETED 1' LONGER METAL TO WOOD RASTMMENS. PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS SOIL COMPACTION - ALL BO 0LOF SOIL BENEATH 0FOOTINGS101SHALL 91 COMPACTED WITH A VIBRATORY COMPACTOR TO 950 LE THE PROCTOR A DEPTH AS DETERMINED BY ASTM A1557,COMA METHOD T 8 THE BACKFILLED MATERIAL HAS A DEPTH OIL'SGREATER FESS 6', COMPACTION MUST BE VERIFIED , HES POS BY A QUALIFIED SOIL'S PROFESSIONAL. UN ESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO TRUSSES SOIL A DEPTH EQUIVALENT 0 THAT INDICATED ON THE PLANS. PRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING, TOP CHORD LEVE LOAD Q. 30 POP OR 40 PSF TOP CHORD DEAD DAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF rot €key' mree" S ERnr, VEX, SCREE PATTERN. EXCEPT AS STEEL SHEETING SCREW PATTERNS POST/FOOTING SCHEDULE 12''24SPANS, 30 8401 POST COLUMN FOOTINGI8, 6'x4 6"W/2" X 6,- 10, " 10-0" -0" —26'— POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF POST COLUMN FOOTI80 SPACING 10• WXD 26" 26" KN Po TY' 12-0' 2-0' - 12-0 6" X 6" 'X 6•'W/2••X 6" 12'W12'06: PAST/FOODNG POST CHEDULE 36' SPANS, 30 848 PSF L NNF RE COLUMN SPACING FOOTING WXO "B. DIA. 06 2a• L" 12-0" 12-0" 12-0" 12fi• 24'-0 84, 10-0' 20.0. zr-0' 6' 6"X14. 10' 10"W/2'X 6' 6.812' 12 0•• %12" WIT' X 6" 32• 3,,0" POST/FOOTING SCHEDULE 40' SPANS, 3 & 40 PSF LI POST COLUMN FOOTING /4E SPACING NV WXD S pA 'T RE 10 tl' 12-0" 16U" 6a 6" X8"MT' X 6". 30" 30" 30 ' ae••' 30" 24' '012.1N/ ' 06•• POST/FOOTING SCHEDULE 40' TO 52' SPANS, 30 & 401 POST COLUMN FOOD NG KNEE SPACING -0 ,aa 14 ib -0 wx0 3-0 RECO 6 XB W/2 X6 36' 3-0 X6 WIT X8 2tl' 540 8 XlO' XB P0' 12-0" 10'-0 6 X 10' 3.0 1 12.0" 22" 6 X10'•W/2 X6' 3-0' 12F' 26'-0" 12"W/2"X 6" 3,2'•. __.....� NOTE: I. 2' NEXT LARGER SIZE POST MAY BE SUBSTITUTE 2" % 6" LAMIN40008 0488 S. T. 80508 U POSTS SHALL 81 / 6" ROUGH CUT POSTS UP TO 16•-0" WALL HEIGHT. ABOVE 16'V LL 02 SHALL BE % B" ROUGH CUT IGS OR 0 8011L POSTS SHALL'- A MINIM 3-0" DEEP FOR WALL HEIGHTS 4O I6'-0'. ABM FOOTINGS SHALL BE Td"A % 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME D CONCRETE FLOORS (C000ASE F POSTS). IF BUILD CONCRETE FLOORS, INCREASE FOOTING DIAMETER DEPTH % 36' 38 38 36" 36' 36" WAMBEKE ENGINES Daniel Wambeke P. E. Spoknne61� 6562 e-mail LAYOUT, SSTRUCTURAL DETAILS AND SPEC 12 TO 50' POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD. IBC 2003 NBC STEEL BUILDINGS 5329 NORTH STEVENS SPOKANE. WASHINGTON A DLW 4-15 CHANGED PURLINS DRAWN WAMBEKE REV BY DATE DESCRIPTION OF CHANGE PROJECT NO. 2006 oATE xACE Tx S08 9 N0a SEEM x 4 6F BC STET RIJN SIZES AND SPACING E 2' % 6' HEM -FIR 02 @ 24. 0.0.,8' BAYS E 2' % 6' HEM -FIR 02 @ 24' D.C., 10' BATS E 2' X 6' HEM -FIR 02 @ 24. O.C., 12' BAYS PURLIN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD N JOIST HANGERS OR8 EQUAL. NOTES FOR LEAN TO CONNECTION DETAIL Q MANUFACTURED TRUSS NOTCH POSTS 3' ONE SIDE TO PROVIDE TRUSS SEAT. Q TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. Q 5/8' DIA. MACHINE BOLT ©2 HEM -FIR SIDE CONNECTION6 BLOCK. PROVIDE BLOCKEACH Q TIP. PURLIN 2' % 6' HEM -FIR M2 @ 24' 0. C. Q 2' X 6' SAVE GIRT 11,202' X 6' 000 -FIR GIRTS @ 24' OC.. 500002000600102006 ©O 6' % 6' ROUGH CUT TREATED LEAN TO POST Q160 NAILS GLEAN -TO RAFTERS - SEE CHART 6 SECTION A -A. NOTES FOR LEAN TO GIRTS 001001NGELEAN TO 0 60 Y B 0 LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE NOTES FOR FOOTING DETAIL 82 1 TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR REID CONCRETE TO OBTAIN FULL BEARING C3 UNDISTURBED SOIL FOOTING DETAIL riil'ilL:"'""SIETTINB."'N) TR ILE FOR 30 PSE PR 40 PSF LIVE CS ilU5 'iE2A;:S"i F FIB[ LA NiULAT COPPER OR STAINLESMDE% GHHEA D68,14 TO THE REGLIIIEENJUE„,,VoRoAr DR.' riFITirCKFILLE0 MATERIAL HAS A DEPTH Euglf,.,s, rrr,,,,,,,,,, ,...r„nuMILMTVILIMTOFIE KANS.F INGS'HUST EXTEND INTO VIRGIN SOIL A DEPEDI V PURLIN CONNECTION METHOD PURLINS WILL DE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL. NOTE. PURLINS TO BE SPACED @ 16' O.C. UPPER HALF OF LEAN-TO SPAN TO RESIST SNOW DRIFT LORD NOTES FOR LEAN TO CONNECTION DETAIL SL01 MANUFACTURED TRUSS NOTCH POSTS 3' ONE SIDE TO TRUSS SS SEAT. S�2 TRUSS SUPPORT POST. SEE POST/FOOTING 5/8' DIA. MACHINE BOLT Q2' % 6' % 24' 02-0 006000TDN BL0CK. PROVIDE 0L006 X0000 SIDE OF POST. SS TTP. PURLIN 2' % 6' HEM -FIT 02 @ 24' 0. C. 'SJ62% 6' EAVE GIRT S`�Z S'. % 6' HEM -FIR 84 GIRTS @ 24' OC.. EE NOTES ON MALT PLAN Q 6' % 6' ROUGH CUT TREATED LEAN TO POST Q164 NAILS LEAN -10 RAFTERS - SEE CHART & SECTION A -A LEAN-TO ADDITION TO POST FRAME BUILDING STEP DOWN LEAN-TO ROOF 1488. RAFTER SECTION 1ITART SPAN BAY SPACE 1100 LOAD PSF RAFTER SECTION SIZ OR COMBINATION ENDWALL RAFTER SECTION SIZE OR COMBINATION 0'0' 8'0' 30 2-2'X8 2'X8' elephane. 509-443-6186 Fax. 50924.26582 2'X8' 8' 0' 12' 0' 30 2 - 2' % 10' 2' X 10' 8' 0' 8' 0' 40 2 - 2' X 8' 2' % 8' 8' 0''0' 40 2-2'X10' 2' X 10' 8' 0'. 40 2-2'X10' 2' X 10' 30 2-2'X10' 2'X10' 10'0' DATE _ _00 30 2-2'X10' 2'X10' 10' 0' 30 2 - 2' X 12' 2' X 12' 10' 0' 30' 0' I I 40 40 2 - 2' % I0' 2 - 2' X 12' 2' X 10' 2' X 12' 70'0'12'0' 6001. 1 40 22'08'&2'0'86'300 2' X12'&2'X8' to. 0' 8' 0' 30 - 2' X 12' 2' X 12' ]]22 @------,30----2,-2'-X--10-8-&-/ 30 2 - 2' 0 8' & 2 - 2' X 6' B0% - k -X-6-. X 2' X 12' 6 2' X 8' • 2-1-2ti%-8'-----. V' I'14' 0' 40 2 - 2' X 8' & 2 - 2' 0 6' B0% 2' X 12' & 2' 0 8' IP' 0'10' p' 0'1P' 0' 0' 40 40 2 - 2' X 10' & 2 - 2' 0 6' BOX 2 - 2' X 10' & 2 - 2' x BOX 2' X 12' & 2' X 8' 2 - 2' X 12' 34.0'8' 0' 30 2-2'X10'&2-2'26'800 2' %12'&2'X10' 14'0'10'0' 30 2 - 2' X 10'62- 2' X 6' BOX 2' X12'&2'X10' 14'O'12'0' 14' 0' 8' 0' 30 40 2-2' %12'&2-2'16'BOX 2 - 2' X ID' & 2 - 2' X 6' BOX 2-2' 012' 2 - 2' X 12' 14' 0'1Q' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF -L B1 14' 0.1P' 16' 0' 0' 8' 0' 40 30 2 - 2' x 12' 6 2 - 2' X 6' BOX OF -D PI 2 - 2' X 12' DF -L S. MOOT. 2 - 2' X 12' OF -L 01 2' % 12' DF -L S. STRUCT. 16'0'10'0' 30 2 -2'X12'82 -2'X6' BOX 2-2'X12' 16' j, ' 30 2 - 2' X 12' 8 a - 2.0 6,00 OF -0 01 2 - 2' X 12' DF -L S.S. 12,0'4;1'0, 40 2-2'X12' &2-2'X6' BOX 2-2'X12'DF-L 16' 0'10' 0' 40 - 2' X 12' 6 2 - 2' 0 'BOX DF -L S82 S.S.III - 2' X 12' DF -L S 3fi' 0'12' 0' 40 X 12. 2 - 2' % 6 .BOX DE, S.S 4 - 2 6 & 2 - 2' X 12' DF -L S.S. rrd Z K i 63 NAIL @ 10" D.C. 2° X 6" FULL WIDTH SIMPSDN JOIST HANGER 2" X 6° OR 2" X 8" PURLIT 8 1/2 VERTICAL 2 MEMBER0'S- SEE CHART SECTION A — A STANDARD RAFTER DETAILS FULL WIDTH 2° X 6 111101' PSUN JOIST HANGER 2° X 6" OR 2" X 8° PURLII ww� wa NAIL @ 10" O.C. 2°. X 8' 2° X 10° DR 2' X 12° VERTICIL MEMBERS - SEE CHART SECTION A — A BOX BEAM DETAILS 2" X LAMINATED TO ENDWALL RAFTER WHERE REO'D - SEE CHAR ENDWALL RAFTER SEE CHART 16 NAIL @ 10° O.C. NAIL @ 10° O.C. SECTION A — A STANDARD ENDWALL RAFTER DETAILS WAMBEKE ENGINE 2913 E. 6 Dun121 Wambeke, P. E. Spokane, elephane. 509-443-6186 Fax. 50924.26582 LAYOUT, STRUCTURAL DETAILS AND SF LEAN TO ADDITIONS TO POST FRAME I 30 & 40 PSF LIVE LOAD, IBC 2003 NBC STEEL BUILDINGS 5329 NORTH STEVENS SPOKANE, WASHINGTON 99205 _..... Br DATE _ _00 DRAB 000 SIE[ DRAKEN WAMBEKE REV BY DATE DESCRIPTION OF CHANGE CHECKED 860,018 148 2005 01610, ui.$. 6001. 1 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 S iAatieREVIEWED FOP.CODE CO LIA E SPOKANE VA! LE,'BUILDING (VISI N `�^ 0f. 07