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2006, 02-27 Permit App: 06000599 Pole Bldg Project Number: 06000599 Inv: 1 Application Date: 02/27/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 18 X 24 DETACHED POLE BUILDING Contact: SKI CONSTRUCTION Address: 4719 E WINFIELD CT C- S-Z: SPOKANE,WA 99021 Setbacks:Front 50 Left: 5 Right: 6 Rear: 64 Phone: (509)328-3011 Group Name: Site Information: Project Name: Plat Key: 002753 Name: VERA District: F Parcel Number: 45224.1712 Block: Lot: SiteAddress: 13707 E 12TH AVE Owner:Name: CRAPPO,DENNIS Address: 13707 E 12TH Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 160 Depth: 324 Right Of Way(ft): 40 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Originally Released: 02/27/2006 By: CJJANSSE Sewer Review =; Originally Released: 02/27/2006 By: CJJANSSE Permits: Operator: CJJ Printed By: CJJ Print Date: 02/27/2006 Project Number: 06000599 Inv: 1 Application Date: 02/27/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: SKI CONSTRUCTION Firm: SKI CONSTRUCTION Address: 4719 E WINFIELD Phone: (509)995-4168 MEAD,WA 99201 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 432 $9,504.00 432 $9,504.00 Totals: 432 $9,504.00 432 $9,504.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $185.75 Notes: NO BUILDING PERMITS OR FURTHER LAND USE ACTIONS UNTIL BLA-63-05 IS RECORDED Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $185.75 $185.75 $0.00 $185.75 $185.75 $185.75 $0.00 $185.75 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: 02/27/2006 Permit Center S ri Okane 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: I.Vallev Spokane Valley,WA 99206 PERMIT FEE: I .7 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevallev.org.com Residential Construction ❑ New ConstructionY.-Accessory Bldg Permit Application ❑ Addition/Remodel o Deck o Other: SITE ADDRESS I;--7Q 7 g, (2- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner // � )) Contractor Name: g , fiP.l4: �Q/(llt�a.) Name: �-SL�-1({>: ;T c= -1Oc u_c Address: (73"7©-7 E ;/V Address: $'719E.. fAiJ„F'iEt� CT City: l--"it ) XPi Zip: a9Y 1(Q Cip_:,_. t A4 h Zip: 9 c D 4 (.0�'t Phone: N.01 ---Fax: PI)P-: enc-4/643 Fax: 5Z. fl --Z4 J Lic No:0-l(6)„ ,j6xp.Date: L l4-€ 77 Contact Person City Business Lic No: Name: Phone: Describe the scope of work in detail: Cost of Project: $ /.,p I O t:) 61 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TOIMENSIONS: #OF STORIES: TOTAL H BITAR E SPACE: tZ) PEAK: Dre KZ-1- \ 4.5z- MAIN FLOOR TO SQ. 2ND FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS S RFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% ES ON SQ. FTG: PERtY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: EWER R SEPTIC? DISCLAIMER The permitee verifies,acknowledges and agr-es by their signature that: 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable wate 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has • •rmis on to represent the property owner in this transaction. 4) All construction is to be done in full compliance withi' of •• ,-ne V. ley Development Code. Referenced codes are available for review at the City of Spokane Valley Pemier. - is City .f Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or oe .6 'fans •'additional information may be required to be submitted,and subsequently approved before this application ca , s•e,.. Signature /1A_%.41nra► Date 4-4-1 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 pp`okane Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall®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 ❑ 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 ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information .1\i 1\ 141 i ..I-. 7 +---- ,s id I I___________ ,J., -,tv). - \' '''.. I , te)-7- \5v.ei % W Li), - - _ 1. . m o zr N ------- -11T TYPICAL GIRT CONNECTION V. NAILS EACH GIRT (FLAT) PURLIN CONNECTION METHODS: A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS NOTES FOR FLOOR PLAN Ql 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' ❑.C„ BEARING OR JOIST HANGERS (TYPICAL) P w I¢ t v 1 A it DOUBLE TRUSSES .0 DOUBLE T SINGLE TRUSS PLAN VIEW N.T.S. 12 4 NOTES FOR SECTION A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS ©3 2'X6'@ 24' O.C., 10' BAYS 2' X 6' @ 24' D,C„ 12' BAYS DF -L #2 GIRTS FLAT @ 24' O.C, ® 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. BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES EOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 0 21 X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT m DETAIL COLUMN CONNECTION, PURLIN SUPPOR 1# 2 - 16d NA. III cu II, 6", g" OR 10" POST III 111 ILS NAILING PATTERN FOR POST LAMINATIONS NOTE: 2 X 6 LAMINATE �- w TREATED MEMBER N za J¢ J C3 0 J J �C3 �w ay D -w . > a >., I Zo V J o Xw XZ< 6' HEADER cuo cu ce a❑ cu a a ww - 8' THRU 14' � M (4 o HEIGHT W/ 2' X 6' FACER. __ - J ¢ - 16' & 18' ) V, NH Z. N0- H¢ z a J> 2' X 6' KINGPOST _� m~ �} D I D- a S4 WOOD POST, SEE POST/FO❑TING SCHEDULE =_ 146° s^Xs' w_I_z^_x_s^ aDC3 to X . .-1 X� , ?uv.N-1 Xti • O cu N 3 - 10d NAILS EXPIRES 12 29-2007 N(91 �w =N 8" X 6" 20" M DOUBLE TRUSSES .0 DOUBLE T SINGLE TRUSS PLAN VIEW N.T.S. 12 4 NOTES FOR SECTION A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS ©3 2'X6'@ 24' O.C., 10' BAYS 2' X 6' @ 24' D,C„ 12' BAYS DF -L #2 GIRTS FLAT @ 24' O.C, ® 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. BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES EOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 0 21 X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT m DETAIL COLUMN CONNECTION, PURLIN SUPPOR 1# 2 - 16d NA. III cu II, 6", g" OR 10" POST III 111 ILS 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 NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3 UNDISTURBED SOIL FOOTING DETAIL N,T,S, GABLE END TRUSS -7 NOTES FOR CONNECTION DETAIL (SD MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER pURll(S MANUFACTURED TRUSS �y[jC NNeCr NOTCH POSTS 3 TO q' ISN PROVIDE TRUSS SEAT, S5 WOOD POST, SEE POST/FOOTING CHART S6 5/8'4 BOLT THROUGH TRUSS TOP CHORDS PLUS 4 - 50d THREADED HARDENED NAILS IN PRE -DRILLED HOLES S8 TYP, PURLIN, 2' X 6' HEM -FIR #2 @ 24' 0, C. S9 2' X 6' EAVE GIRT DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION -- N.T.S. OPTIONAL FRONT ELEVATION N.T.S. JG 8 - 16d NAILS 2'X6'X18' ' BOLTING BLOCK- --Oe CORNER POST a o • -8 - 16d NAILS Y • BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BLOCKS ALL CORN RG COLUMN GIRTSOW SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL F 13NT N.T.S. ELEVATIONS Si HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DORS "M' 2' X 12' HEADER UP TO 20' 0' DOORS REQUIRED 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 53.2' X 6' HEADER s'-0" S4 4' X 6' DOOR POST - 8' THRU 14' 0.21 WALL HEIGHT W/ 2' X 6' FACER. __ 6' X 6' DOOR POST - 16' & 18' 3. WALL HEIGHT W/ 2' X B' FACER, SS DOUBLE 2' X 6' KINGPOST 92'-0" NOTES FOR DETAIL 2- KNEEBRACE I POST/FOOTING SCHEDULE IT-24'SPANS ,30&40 PSF LIVE LOAD Si TRUSS TOP CHORD, DESIGN BY OTHERS SPACING POST COLUMN FOOTING KNEEBRACE CONCH TYPICAL RUSS BOTTOM CHORD BRACING "M' W X D "B" DIA. 'T' REQUIRED VOLUME S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 10'-0"_ s'-0" s°xs^ IV' 3'-0'_ No 0.21 DOUBLE INTERIOR TRUSSES __ _12-4- s° X s" 1s'- 3. NO 0.z1 S3 2' X 6' DF -L #2 EACH SIDE 10'-0" 92'-0" 6" X 6" 18" 3W' 3'-0" NO -NO 0.21 S4 WOOD POST, SEE POST/FO❑TING SCHEDULE =_ 146° s^Xs' w_I_z^_x_s^ �e'_ a'-0^ CONCRETE FLOORS, INCREASE FOOTING DIAMETER o:zi 3 - 10d NAILS EXPIRES 12 29-2007 10'-0" 18'-0" 8" X 6" 20" 3'4" NO 0.2 S5 4 - 16d GALV, NAILS, EACH SIDE =ia.o"_-iev 6^X10" 20" 3'.V' NO 0.2 1). KNEE BRACE REQUIRED WHERE -ia " s" x vl 21" a-0" No 0.2 12-0" e'-0" s xs" zs'_NI o.z SHOWN ON P❑ST/FOOTING SCHEDULE, _1z-0"_ -Iz-0"_ �o-0^ 6"x6" is'_ No= 0.s BRACE NOT REQUIRED AT GABLE END TRUSSES, 12-0" 6" X 6" W/2" X 6" 26" 3'-0" T -V' NO 0.2 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST 12-0^ IV -0" W x s" Wr' x W' 26" a'-0" No 0.2 CONNECTION =USE 3/4'4 THRU BOLTS, �2-0"__is'-0 ss^Xa'^wrr x6'_ zs a-0'_=No 0.2 EACH LOCATION. i2-0"_ is' -0^ s x s^ w�2° x 6" 2s'_ a'-0" No 0.2 ., n,. n,l onl-sal a.l v�m�Vl,�r• v a" 96" A'_T NCt 0.3 DETAIL 2 - KNEE BRACE N.T.S. 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 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, ACCORDING TO 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 318-99. 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 IBC 2003. ALL NAILS INTO 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, GASKETED 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 INTERIOR OR GA13LL LNU I KUJJtJ NOTES FOR TRUSS WEB BRACING, TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DF THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB ME FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 10d NAILS @ 6' D.C. Od NAILS @ SHEATHING REQUIRMENTS ' X 6' OR 2' X E3' L -BRACE L -BRACE 4E FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, ROOF STEELi 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT FIELD SCREWS, #10 x 1 1/2' AT 9. O.C. (NEXT TO HIGH RIB) EAVE AND RIDGE PURLIN SCREWS, #14 xi 1/2' AT BOTH SIDES OF EACH MAJOR RIB "IE 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' H 9. O.C. (NEXT TO HIGH RIB) TRUSS WEB MEMBER TRUSS WEB MEMBE BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS1 #14 x 1 1/2' Q BOTH SIDES OF EACH MAJOR RIB. jl DIAPHRAGM SCREWSS E• T(,�ION_B-B SECTION B --B AT INTERIOR TRUSSES AT GABLE END DIAPHRAGM SCREWS pp 0 RENDWALL BASE GIRT ACROSS S1 S3 S2 EAVEA&LRIDGE PURIIENS ON R13OF END TRUSS TOP CHORD, B S4 NOTED AB�VEREWSI TYPICAL SCREW PATTERN, EXCEPT AS t- -- -� STEEL SHEETING SCREW PATTERNS N.T.S r E LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIC POST FRAME BUILDINGS 4719 WINFIELD LANE S 0 NE S I GTI NOTES FOR SIDE ELEVATION BY DATE DRAWINU NWS S! 2' X 8' HEADER DRAWN WAMBEKE 12-18-05 SK106.IBC2003GAI S2 2' X 10' HEADER FOR 10' & 12' SLIDING DORS CHECKED 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS EV BY DATE DESCRIPTION OF CHANGE PROJECT NO. 2005 SCALE- N.T,S, SHEET, 1 OF 1 $5 12-0" Wl/ " X 6" 40'_ 3'-0" _ TYPICAL RUSS BOTTOM CHORD BRACING _NO -i26� 6`X12"Wrx'X6" �6" 3'-T' NO NOTES FOR TRUSS BOTTOM CHORD BRACING t(i 1 WAS9rLf� NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR PO' Si GABLE END TRUSS of H,y 11 " z X s LAMINATIONS. �`� C 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR S2 DOUBLE INTERIOR TRUSSES POSTS UP To 18'-o" WALL HEIGHT. ABOVE 18' WALL HEIG S3 2' X 4' X -BRACING @ 10' O' O.C. /Z`I 3. ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR ; FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 21 O, q 3'-0" DEEP FOR WALL HEIGHTS TO 18'-0". ABOVE 18' WJ FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' TRUSS MANUFACTURERFCISI61t 7' 7 1606 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS OR, AS SPECIFIED BY �� fir' CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILI X 2" & 1 S5 TOENAIL" BRACES TO TRUSSES WITH CONCRETE FLOORS, INCREASE FOOTING DIAMETER 3 - 10d NAILS EXPIRES 12 29-2007 DEPTH X 4". 31a1 r E LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIC POST FRAME BUILDINGS 4719 WINFIELD LANE S 0 NE S I GTI NOTES FOR SIDE ELEVATION BY DATE DRAWINU NWS S! 2' X 8' HEADER DRAWN WAMBEKE 12-18-05 SK106.IBC2003GAI S2 2' X 10' HEADER FOR 10' & 12' SLIDING DORS CHECKED 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS EV BY DATE DESCRIPTION OF CHANGE PROJECT NO. 2005 SCALE- N.T,S, SHEET, 1 OF 1 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY LDSf�A�r',T'O"� TO FIELDTHIS I�IBUISPECTIONING KANEECODE EO�dE SPOKANE LUS DIVISION 2'i o