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2006, 10-18 Permit App: 06004056 Pole BldgProject Number: 06004056 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/18/2006 Page 1 of 2 Project Information: Permit Use: 30 X 40 POLE BUILDING Setbacks: Front Site Information: Plat Key: 001035 Name: GRAHAMS SUB TR 25 & 26 OPP Left: Right: Rear: Contact: Address: C - S - Z: Phone: Group Name: Project Name: JAMISON, SCOTT 1314 N HERALD RD SPOKAN VALLEY, WA 99206 (509) 928-7121 District: F Parcel Number: 45171.0805 Block: SiteAddress: 1314 N HERALD RD Location:: CSV Zoning: UR 3.5 Water District: Area: .00 Acres Lot: Owner: Name: Address: JAMISON, SCOTT 1314 N HERALD RD SPOKAN VALLEY, WA 99206 Hold: ❑ Width: 80 Depth: 301 Right Of Way (ft): 40 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Flood Plain Released By: Building Plan Review Originally Released: 10/18/2006 By: amblake Released By: Driveway/Approach Originally Released: 10/17/2006 By: TMELBOU Released By: Originally Released: 10/18/2006 By: amblake Landuse/Zoning/HE Conditions Operator: AMB Released By: Originally Released: 10/16/2006 By: mharnois Printed By: AMB Print Date: 10/18/2006 Project Number: 06004056 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/18/2006 Page 2 of 2 Sewer Review Permits: Released By: Originally Released: 10/18/2006 By: amblake Contractor: OWNER Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 1,200 $22,800.00 1,200 $22,800.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Totals: 1,200 $22,800.00 1,200 $22,800.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $363.25 $90.81 $4.50 $458.56 Notes:. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. Payment Summary: Permit Type Building Permit Fee Amount $458.56 $458.56 Invoice Amount $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: AMB Printed By: AMB Print Date: 10/18/2006 Project Number: 06004056 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/11/2006 Page 1 of 2 Project Information: Permit Use: 30 X 40 POLE BUILDING Setbacks: Front Left: Site Information: Right: Rear: Contact: JAMISON, SCOTT Address: 1314 N HERALD RD C - S - Z: SPOKAN VALLEY, WA 99206 Phone: (509) 928-7121 Group Name: Project Name: Plat Key: 001035 Name: GRAHAMS SUB TR 25 & 26 OPP District: F Parcel Number: 45171.0805 SiteAddress: 1314 N HERALD RD Location:: CSV Zoning: UR 3.5 Water District: Area: .00 Acres Block: Lot: Owner: Name: JAMISON, SCOTT Address: 1314 N HERALD RD SPOKAN VALLEY, WA 99206 Hold: ❑ Width: 80 Depth: 301 Right Of Way (ft): 40 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information ti Review Flood Plain Released B Building Plan Review Released By Driveway/Approach Released By: Landuse/Zoning/HE Conditions Relea d By: Sewer Review Released Operator: AMB Printed By: AMB Print Date: 10/11/2006 SCT4 Ck r rie Cemniunity Development Y er rut L enter 11707E Sprague Ave, Suite 106 Spokane Valley, WA 9206 (509)685-0036 FAX: (509)6SS-0037 w-7,/,:a'.spokar valley.orcr_rom OCT 1 Residential Construction Permit Application PERM11 Nt 2 ER ift PERIV11 FEE: pew Construction o Addition/Remodel o Other: dam' ❑ Accessory Bldg ❑ Deck SITE ADDRESS /314 ? . He - 4 t Rd • , S 1O O'K et rn >P V ct / l 4 ! L /1 .20,6 ASSESSORS PARCEL NO: q S� (1 1. O g G S LEGAL DESCRIPTION: J I S Building owner --L,,. Name: Sc,{ < 11 q to t o Idt_ V:tt Address: / 3 I 4 NV . 14 c... q\ Cl. Ka, City: j o t(ctAk� L) ec l tql Zip: F5 dab Phone: 90)3- 7 fa I Fax: ?(,a5R =Co 1tact Person`. . Name: Q 9- c s Z-4 tAASo Phone: old- -7 / a l /?c q - / 8'0110wk Describe the scope of work in detail: 30X010 C'oa�ct_e. .Contractor_. Name: Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: $ I7j oo. 02) *********y****The foliowmbe MUST b lete: (write N/A if nota licable)********************** HEIGHT, TQ., PEAK: g p DIMENSIONrS: 36X Ya X t� 2Nu FLOOR SQ. FTG: PP MAIN FLOOR TO SQ. FTG: FINISHED BASEMENT SQ. FTG: k-)/ # OF BEDROOMS: DISCLAIMER 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) Pians or additional information may be required to be submitted, and subsequently approved before this application can be processed. lJili GARAGE SQ. FTG: 2-6(9 kONSTRUCTION TYPE: ale__ (3 �a 1cl # OF STORIES: I UNFIN BASEMENT SQ. FTG: nJ i 1/}- DECK/COV. PATIO SQ. FTG: HEAT SOURCE: r c ke� TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: 30% SLOPES ON PROPERTY: SEWER OR SEPTIC? nn Date Jo -/e) (P. Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash Check ❑ Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED B25/20D5 ❑ Other _ Z /6 1 I-‘ -12A-txActl- Is -Tr 7 7, los It; pa6p:7sed_ .shop 3otX4e)fx (Lt I Der tie •-...)4sly / (-1 30' 30' 080 KC) es ' /z) /- - dy L7pcs 11;1;W 4 (U PURLIN CONNECTION METHODS: A). PURLINS MAY BE HUNG V, NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL, B), PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS (FLAT) INT❑ EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED; W/(3) 16d NAILS ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN TYPICAL GIRT CONNECTION EACH TOP CHORD MEMBER BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN REQUIRED NOTES FOR FLOOR PLAN Q INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET Q GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 8'1 D = 3' 0' MAXIMUM POST SPACING 12' 0' (3 PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) a SPANS 12' TO 60' w 1 x ¢ .= d w a U >_ J ¢ a DOUBLE TRUSSES - - ZQ ZW ZP Jo �J JJ o CLW , d' R a ui 1 �> o a0 J .o OD o A x fUw (U . (U(W/1 0. '" N.o CL w `wo = UJ � w0 D n(1 - �° - i DOUBLE TRUSSE M -- -- V)U 3 z .Q. Z _J A �� -J>- JU 1 �~ CL ar} 1 6aLi �iOo o �Dl I zr CU cu cu W W_w N N �) =) w L SINGLE TRUSSrn71j / SEE DES AIL z �T:DJ 0 11 w z � , q = o= U 0 W W In PLAN VIEW N.T.S. SEE DETAIL 12 _1 4 SI PYPICAL PURLIN LAN FOR SIZE ' SEE FLOOR S2 TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' D.C., 10' BAYS 2' X 6' @ 24' O.C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' 0. C. S4 CONCRETE FOOTING, SEE SCHEDULE SS 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. BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION S1 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'D S2 2' X 10' . HEADER S3 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 S4 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 S1 NOTES FOR CONNECTION DETAIL (E)TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER (SD PURLIN SUPPORT STRUT 2' X '4' X FULL P�RCIN DEPTH OF TOP CHORD PLUS PURLIN, MErNa� I crlpN NAIL PURLINS W/(3) 16d NAILS Al (Q)NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. (E)MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 10 5WOOD POST, SEE POST/FOOTING SCHEDULE. Pup 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES NFT oD NN£crloN S6 OR 3/4'0 MACHINE BOLT S7 SOLID BLOCKING AT CONNECTION POINTS, S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2- X 6' OR 2' X 8- TOP GIRT NCO 5 4 - 16d NAILS OR 3/4'0.M. BOLT DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPOF 1„ 2 - 16d NAILS cu III .III 6„ g„ OR 10" POST I I cd 111 lII III NOTE: 2" Y, 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 TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SOIL 1 FOOTING DETAIL N.T.S. GABLE END TRUSS 8 16d NAILS--�, DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION DETAIL 2 - KNEE BRACE NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 5 2' X 6':DF-L #2 EACH SIDE S4 WOOD POST,. SEE POST/FOOTING SCHEDULE S5 4 - 16d GALV. NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. . N.T.S. BUILDING SPECIFICATIONS: J 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 INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC 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, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER. 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 318-99. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, 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 ksi. 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, G IAT ASKETED 1 OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION - ALL BACKFILLED SOIL 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 IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF TRUSS WEB BRACING SINGLE SLIDING DOOR OPTION -INTERIOR _- OR GABLE END TRUSSES OPTIONAL FRONT ELEVATION NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS MS N.T.S. 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 10d NAILS @ 6' O.C. Od NAILS @ 6' OC POST/FOOTING SCHEDULE 30' SPANS, 30 8,40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0" 8'-0" 67X 6" 2V' 3'-0" NO 0.41 10'4" --- 10'50" 6" X 6" 26" 3'-0" NO _ 0.41 =- 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 10'4" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO _ 10'4" 16%0" 6" Xy, 26" 3'4" NO --0.41 IV-V' 18'-0" 6" X 8" W/2" X 6" 26" T -O" NO_ _0.411 0.41 10'-0" 20'-0" 6" X 8" W2" X 6"2e- 3'4" NO 0.41 19-Y' 22'-0" 6" X 10" W/2" X 6" 2V' 3'-2" NO _ 0.44 19-Y' 247-0" 6" X 12" 26" 3' 3" NO 0.45 12-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.47 12-0" 10'-0" 6" X G' 28" 3'-0" NO __ 0.47 12-0" 12'-0" FX 6" W/2" X 6" O" NO _ 0.47 124" 14'-0" -- . 6" X 8" _28" 28" _3' NO 0.47 120" 16'-0" 6'X 8" W/2" X 6" 28" _3'4" 3'-0" NO _. 0.47 124" 18'-0" 6!'X 10" 28" T -Y' NO_ _ 0.47 12-0" 20'-0" 6" X 12" 28" 3'4" NO 0.47 124" 22'-0" 6" X 12" W/2" X 6" 28" 3'-2" NO _ 0.5 12-0" 24'-V' 6" X 12" 28" 3'-6" NO _ 0.56 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 28"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". X6'OR2'X8' X4' L -BRACE L -BRACE sH ATHIN • R a IRM "*c THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED-... ■ ROOF STEEL. 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS, l#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 RID - THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED. x ENDWALL STEEL- 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS. #10 x 1 1/2' Q 9' O.C. (NEXT TO HIGH RIB) TRUSS WEB MEMBER TRUSS WEB MEMBER • BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS- #14 x 1 1/2' 8 BOTH SIDES OF. EACH MAJOR RIB. SECTION B -B SECTION B -B DIAPHRAGM SCREWS AT INTERIOR TRUSSES AT GABLE END TRUSS -y -}may -.}ire DIAPHRAGI, SCREWS 2 ENDWALL BASE GIRT ACROSS ENDWALL MOOR HEADERS 6 GABLE END TRUSS TOP CHORD, EAVE 6 R DGE PURLINS ON ROOF IG Sl S3 S© 8 DIAPHRAGM SCREWS; TYPICAL SCREW PATTERN, EXCEPT AS OPTIONAL FRONT ELEVATION t_ NOTED ABOVE- N.T.S. STEEL SHEETING SCREW PATTERNS SS N.T.S TYPICAL TRUSS BOTTOM CHORD BRACING 8 - 16d NAILS 2' X 6' X 18' ° BOLTING BLOCK CORNER POST ° ° 8 - 16d NAILS 2 X 6 X 18 BOLTING BLOCK DETAIL 3 TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS SI HALF TRUSS DESIGN BY OTHERS SZ 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. SS DOUBLE 2' X 6' KINGPOST NOTES FOR TRUSS BOTTOM CHORD BRACING Si GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING @ 10' O'.O.C. S4 2- X 4- BOTTOM CHORD . BRACING @ 10'-0' O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS TYPICAL SIDE ELEVATION • NOTES FOR SIDE ELEVATION N.T.S. Si 2- X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS N.T.S. EXPIRES 12/29/07 ----- ] LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30' SPANS 30 & 40 PSF LIVE LOAD J & D 'CONSTRUCTION P. 'O.-,BOX::426 OTIS ORCHARDS WASHINGTON 99027 BY DATE I DRAWING NO. - DRAWN WAMBEKE 9_20-06 J&D.IBC2003-30 CHECKED PEVI BY IDATE DESCRIPTI❑N OF CHANGE PROJECT NO. 2006 SCALE- N.T.S. ISHEET. I OF I ROOF THUSSES, BEAMS ND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS ifincy ReviEvvEo FoR cc°, COMPLIANCE SPOKANE r7YR 'DING Divisloiv