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2006, 08-14 Permit App: 06003186 Pole Bldg Project Number: 06003186 Inv: 1 Application Date: 8/14/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit • Project Information: ,. ,.5 . 55955 v Permit Use: 24 X 24 POLE BUILDING Contact: SKI CONSTRUCTION Address: 4719 E WINFIELD CT C-S-Z: SPOKANE,WA 99021 Setbacks:Front Left: Right: Rear: Phone: (509)328-3011 Group Name: Site Information Project Name: Plat Key: Name: Range District: East Parcel Number: 45021.4002 Block: Lot: SiteAddress: 14812 E ROCKWELL AVE Owner:Name: PETERS,ALAN C Address: 14812 E ROCKWELL AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-7* Urban Residential-7* Water District: Hold: ❑ Area: 10,500 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: - -0.'49Vti TMINZAWM, r4a4P .Au' EVEMMIEMOR Review Building Plan Review 'Released By: --T."-A.;1/4.. . Y 1* 140, Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: v Review Released,By: Permits: totw- uoittaw , : ... w Operator: AMB Printed By: AMB Print Date: 8/14/2006 08/16/2006 10:28 5093241567 SRHD EHS PAGE 01/01 AUG 14 2006 10;57 FR TO 3241567 P.01/03 Project Nwnl er; 06003286 Inv: I Application Date: 8!14/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Zeitc__,thit 11/nation: Permit Use: 24 X 24 POLE BUILDING Contact SII CONSTRUCTION Address: 4719 E WINFIELD CT C-S-Z: SPOKANE,WA 99021 Sctbackt: iont LsR: Right .Rear: Phone: (509)328.3011 ;' Group Name: Project Name: Sib;Infar wtton: """"'mor Plat lie y Name: Range District_ East Paque 1 Number. 43021.4002 Block: Lot teAddress: 14812 E ROCKWELL AVE Owner:Name: PETERS,ALAN C Address: 14812 E ROCKWELL AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-7* Urban Residential-7* Water District Hold 0 Arca: 10,500 Sq Ft Width; 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 jteview I n,jk aCllt Eton: ALIB Building Plan Review 'Re qtr We . . onlay/Approach R ;_?y'ti' n� ,�.?•;�: :... . ; Drl I.. a Lain use/Zoning/BE Conditions Eve,Evegeri r Review Rtlresedl3 ' A.'� o Oi c a for AMB Printed By: AMB Print Date: 8/14/2006 AUG 16 2006 11 49 5093241567 PAGE.01 Snn Permit Center ,1 I Y ol�.ane '11707 E Sprague Ave, Suite 106 f 1r= in, PERMIT NUMBER:3aCo, Valle�T S1,,::)ane Valley,WA 992,06 ) a° ' 1, PERMIT FEE: .0.00Valley ( 688-0036 FAX: (50 688 0034 2Oos Community Development ww'•.v.spokanevalley.org. b!7, ereijAli 1 /' ti Lam) 1 j,,i Residential Construction NewCon`striii'on o Accessory Bldg Permit Application o Addition/Remodel o Deck o Other: SITE ADDRESS /453 f(Z £. ezLL ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Buildingowner Contractor .614.1 �'��ssT-�,_v_7-,,d,a Name: AJ G TF� i _ Name: `j e..( --:.x.,..)-s?-04.)G-776(1 Address: f' /z -, .A.,e(_e___ Address:o7/c1 E, A.P/s) 'r e_A l7-- City - j4.44-4- Zip: City: ,tFof-A � Zip: qj 9. zt Phone: q-7,,5 3 ! 9 Fax: Phone: 9r�- -(4 Fax: Lic No: Exp.Date: Contact Person City Business Lic No: Name: Phone: Describe the scope of work in detail: Cost of Project: $ II "?,,0100 24xZ4x/b . & **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: / TOTAL HABITABLE SPACE: l4 24 g4x/D 67C. MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS RFACE FTG: �� °V-- AREA: FINISHED BASEMENT RAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: #OF BEDROOMS: CONTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? DISCLAIMER (-e5 7- 4 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 permissio. o represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City •• Spoka - V. -y i evelopment Code. Referenced codes are available for review at the City of Spokane Valley Permit Cel : ) Th':�i of .pokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or or. ., : .6) r Th,,, .r ..ditional information may be required to be submitted,and subsequently approved before this application can b: '1 : s d. Signature 1Ff itZ' Date II "f'will Method of Payment: (Fax9d permit applications will only be accepted with major bankcard) 0 Cash (rrp Check 0 Mastercard 0 VISA 0 Other `. Bankcard#: Expires: VIN#: / Authorized Signature: �r �\ REVISED 8/25/2005 (\i i `I II . 11 Sjiökàiie 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 ' -- 2913 East 61St Court WAMBEKE ENGINEERING , Daniel Wambeke, P. E. � ! l I�', \`-" Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com August 11, 2006 Mr. Mike Kaminski SKI CONSTRUCTION 4719 Winfield Court Mead,WA 99021 SUBJECT: 24'X 24'X 10' POST FRAME BUILDING FOR ALAN PETERS, 14812 E. ROCKWELL, SPOKANE VALLEY,WA Dear Mike: This post frame building has been sold to Mr. Peters and will be erected according to standard plans prepared for Ski Construction for 30 PSF live load, 85 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure, IBC 2003. Posts are located © 12' o. c. and the roof has a 4:12 pitch. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has a 16' x 8' overhead door. There is sufficient steel sheeting on this endwall to transfer lateral loads imposed on the roof and walls to the post foundations. The rear endwall has a no openings. There is sufficient steel sheeting on these endwalls to transfer lateral loads imposed on the roof and walls to the post foundations. There are no openings in right sidewall. The left sidewall has a 3' pass door. Sidewall openings do not affect the lateral load resistance of the building. Use standard post frame building plans for all framing details with the above exception for this building. Please feel free to contact me if you have any additional questions about the design of this building. 7cerely,, A aniel Wambeke, P.E. Enclosure L <i, Fav t, XPIP'r c 1 Designer of Small Structures, Post Frame Buildings, Foundations, f-,.!--A LE- - '4 7-- 1 •.- Y. CO Q -1- 1-- --- 1 10/ 1. LL-C_. 1 2. i z fr___________ • Ok f-- ALAIf. R-TEX-S I Li' 1kSt2_ 0 ioiogA:#46 tit)ii-. I i / II 24xz4x0 _ Ha 04- bwiz 11 r>77 et.-PL41-4841 7i •/ L r' 0 - ---- —.- .---..--" I 4 --.• c , .. ,,, - 1 3 v..,, , , ,,,,,, , .f.-- • ,,:,1 171- , •,,,iyi, -, :,-,-4 ‘ : 3 I 2. i a , 40 PLANNING DEPT.APPROVED DATE: $fl2.ID(v e,/ 14- -31 4D` t / Plz,ofeezt'. TREATED' POST - �^ -4 - 16d GALV, NAILS EACH GD -T 2' X 6` GIRT (FLAT) TYPIG,AL GIRT CGIVECTION PURLIN CONNECTION METHODS" A), PURLTMr MQV BE HUNG - OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSUt,t IO?ST HANGERS NOTES FOR FLOOR PLAN 4DIRTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 0 -GABLE. WALL POSTS - 6.' X 6' TYPICAL DOOR POSTS - 4 X 6' TYPICAL FOOTING DIMENSIONS. B + i' MAXIMUM POSIT. SPACING lz V N JOiSTHANGERS O(TY�PICAL) OR SPANS 12' TO 60' L PLAN VIEW N.T.S, BUILDING SECTION A -A. N.T.S., SINGLE OVERHEAD' DOOR OP 1 LUN FRONT ELEVATION N,rs. HALF TRUSS TESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS- W/2' X. &' OR 2' X 8' SEr JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REVS, gs 2' M 10' )-4EA3ER S3 2' X 6' GIRTS @ 24' D,C„ 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24` ff,C„ 12' BAYS, DF -L #2 S4. 2' X 8' FACIA BOARDS Q TREATED WOODi POSTS, SIZED PER SCHEDULE (SDTREATED2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT COLUMN FOOTING NOTES -FOR DETAIL 2- KNEEBRACE PeF LIVE LOPD DETAIL - NOTES FGR SECTION' A -A S3 TRUSS TOP CHORD, DESIGN BY OTHERS St; TYPICSFE FLOOR vI1TES FOR CONNECTION 51 MRNUFACTUREIl TRUSS TOP CHORDS Ca UJ- OR SIZE' Q- TRUSS DESIGN. BY OTHERS REOLBR® LD Q. 2' X. fl` 2- 24' 13-c'' 10' BAYS I.,?• _. I- LJ (8' o -?_4' OC_ 12' BAYS DF -L #2' GIRTS FLAT B 24' QC 04 3 -0" CONCRETE FOOTING, SEE Si,HEDULE S4 MANUFACTURED TRUSS EXTEND POST TO TOP OF PURLIN 8"X8" 67(6 W12 X6' W ROOF FASTENED' TO PURLINS WIT14 E1".cpVAr K� La L Ll2' L13NG.. ST- TEKS, 164' 164C' 10'-0" 164' 1 I I IF.W. 40. OO TO WALLS FAST 34' -34 31M' --No 34' 3-e 34' 3 30 GIRTS. WITH: L` LONG, PROVIIIE TRUSS WOODFAST TEKS BUILDING SECTION A -A. N.T.S., SINGLE OVERHEAD' DOOR OP 1 LUN FRONT ELEVATION N,rs. HALF TRUSS TESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS- W/2' X. &' OR 2' X 8' SEr JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REVS, gs 2' M 10' )-4EA3ER S3 2' X 6' GIRTS @ 24' D,C„ 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24` ff,C„ 12' BAYS, DF -L #2 S4. 2' X 8' FACIA BOARDS Q TREATED WOODi POSTS, SIZED PER SCHEDULE (SDTREATED2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT DETAIL 1 - TRUSS COLUMN CONNECTION PURLIN SUPPORT T" �_ I" 2 - I6d NAILS ---r l I ��I ('cul, 1. 111 1.. r 10" PAST III I ill NAILING PATTERN FOR POST LAM INATIONS NOTE:- r X 8" LAMINATE MUST BE A TREATM MEMBER AND: MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMD%ATE 1 4,t BE SPLICED' ABOVE MID HEIGHT" OF COLUMN MUTES FOR FOOTING DETAIL 2 Tk�AT.ELs POSTS AS =D PER SCHEIILILE. VIBRATE OR ROD' CONCRETE T47 OHT410 FULL BEARING UgDISTURBED' SOIL FOOTING DETAIL & - 16d 2`X'6` R TING 2~X6' BOLTING GABLE END' DCIUBLE OVERHEAD DOIG1R OPTION OPTIONAL FRONT ELEVATION . N.T.S. SIRGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. O€ T IONAL FRONT ELEVATION N.T.S. IG I H - 16d` N41LS ,.�_r_ORNER POST -� <N 166 NAIL& DE T €'6FL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLO10<S BELOW' ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPT.I.ON OPTIONAL FRONT ELEVATION N.T.S. f nTcc FOR OPTTONPL FRONT ELEVATIONS SSI HALF TRUSS DESIGN BY OTHERS 2' X 10.' HEADER. UP TO 121' O` DOORS 2' X' 12'' HEADER UP TO 20° V DOORS `e' X 12' BACKED WLTH 2' X 6' UP' TEL 24.' 0' 4 2' X. 6' HEADER 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 IS' FACER, DOUBLE 2' X 6' KINGPOST i7 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 OL = 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'o = 2,000 p91, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L X12 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 TETED WOOD SESTEEL, SILICONE BRONZE COPPER STAINLESS STTEEL.HALL CCA TREATTEDOIPPED WOOD SHALLZINCCOATED CONFORM TOA TIHEOREQUIREMENTS OF AWPA STANDARDS R 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 z 80.0 k91. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1'/2" LONG METAL T0- WOOD FASTENERS. WALL PANELS SHALL BE FASTENED Ta 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 959 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 -W -EB -B=RACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING" TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS MS CEn 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' ,C[. YjlxAL X 4' FIs Fq SHEATHING REQUIRMENTB FI OWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT SCREWS, Nl0 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) ANO RIDGE PURLIN SCREWS, N14 x1 1/2' AT BOTH SI➢ES OF MAJOR RIBLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, LL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVASCREWS, N10 x 11/2' a 9' OC. (NEXT TO HIGH RODGIRT, END TRUSS, AND DOOR HEADER SCREWS, 014 x 1 1/2' Q BOTH SIDES OF EACH MAJOR RIB. E'AVE LCR[➢GSE PURL SON R� AERU �RUSS�RTOPS CHOP➢: NDTPINDR K SEREWSI TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS NS.S OVERHEAD DOOR OPENING ' X 6 OR 2 X 8 L -BRACE L -BRACE tLIALf 4974 p,9 i� OF SOP' ✓` ✓ TRUSS WEB MEMBER TRUSS WEB MEMBER " • SECTION o. I S4 TYPICAL TRUSS BOTTOM CHORD BRACING SLIDING DOOR OPENING ' 11.•-- TYPICAL SIDE ELEVATION N.T.S. 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 D NOTES FOR TRUSS BOTTOM CHORD BRACING SS GABLE END TRUSS S© DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING @ 10' 0' O.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O -C, OR, AS SPECIFIED BY TRUSS MANUFACTURER NAIL BRACES TO TRUSSES WITH - P08TIFDOTINGBCHEDULE48'TQ82:BPANB-,. P I- COLUMN FOOTING NOTES -FOR DETAIL 2- KNEEBRACE PeF LIVE LOPD DETAIL S1 S3 TRUSS TOP CHORD, DESIGN BY OTHERS St; T"7` vI1TES FOR CONNECTION 51 MRNUFACTUREIl TRUSS TOP CHORDS ° S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS REOLBR® VOL TRUSS DESIGN BY TRUSS MANUFACTURER 16-0" NMI' 104' 2-1fE' S3 2' X 6' DF -L #2 EACH SIDE 04 3 -0" P S4 MANUFACTURED TRUSS 164 174 8"X8" 67(6 W12 X6' S4 WOOD POST, SEE POST/FOOTING SCHEDULE 3-0" E1".cpVAr K� NOTCH POSTS 3' T11 SEAT' 3a" 164' 164C' 10'-0" 164' 1 I I IF.W. 2+1Z S5 S5 4 - 16d GALV, NAILS, EACH SIDE 34' -34 31M' --No 34' 3-e 34' 3 30 _. q -BION PROVIIIE TRUSS t'Ee NO NO YES.__ 3434' -3a 34 -3,v,-4T' i4 NO YEB 0.88 12-0" --12-0" i2-0" - 12-0" 124' 174 (oWOOD POST, SEE POST/FOIITING CHART 9'x8 6"Xe"W@ XB" V- X e W/2' )Xi B" 6"X 6 W/2_X 8"_ 6 X10 W/Z'xr 6-X 17 W/r Xe" 6' X 1T WIZ' %6' 38 -36 3TC 38 36 38^ 38" F/t 1), KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE, NO A6'S/fl'0 BOLT THROUGH TRUSS TOP CHORDS PLUS _ 0,62- .0.82_ 0.82 0 820.82 - NO NO No -_ -Nf) 0.98_ OW D.86 POSTIFOOTING POST SPACING 16-0^ 16-0 164' 164' 18'4Y 18'a _ 16a" -iCa" 124' -12a"- -124' BRACE NOT REQUIRED AT GABLE END TRUSSES, SCHEDULE 80V TO WX D r' x 6' 6' X 6' B" X 8" W/Z' %e"_ 8." X.8" e X e WIZ'R 6' 6' 7610" - - 8" X 16'Wlr X 6' B" X 10" WIZ' X e" 9^ X 17, - - 8'• X 6" 6'X 6'Wlr Xr 9" x 8" _. 9"'x8`Wl2"-Xr r xw wle X e" 8"X10"--- -� e"XjOPWjz'X6' WIZ'x 8" rX1TINI X9" 80' SPANS, EC DIA 36 36 38' 4 - 50d THREADED HARDENED NAILS IN PRE -DRILLED HOLES 840 PSF LIVE KNEE BRACE REQUIRED NO NO LOAD CONCRETE VOLUME, 0,92 0:82_ O_ 0.82 36' 36' _38-, 36' 36' 3e" 46' 46' _ -41r -40" -4a•_-m 2), ALTERNATE KNEE BRACE/POST AND TRUSS/POST NO 0.82 (g-TYP.. PURLIN; 2' X 6' HEMFIR #Z @ 24. O' C. 0.82 0.82 L� 0.82 8 0.2_ -. _ NO NO-_ CONNECTION = USE 3/410 THRU BOLTS, _G-fO 0.70 _N.70__ - !1f) -ND 6` EAVE GIRT 6EACH .I n LOCATION, DETAIL 1 - TRUSS COLUMN CONNECTION PURLIN SUPPORT T" �_ I" 2 - I6d NAILS ---r l I ��I ('cul, 1. 111 1.. r 10" PAST III I ill NAILING PATTERN FOR POST LAM INATIONS NOTE:- r X 8" LAMINATE MUST BE A TREATM MEMBER AND: MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMD%ATE 1 4,t BE SPLICED' ABOVE MID HEIGHT" OF COLUMN MUTES FOR FOOTING DETAIL 2 Tk�AT.ELs POSTS AS =D PER SCHEIILILE. VIBRATE OR ROD' CONCRETE T47 OHT410 FULL BEARING UgDISTURBED' SOIL FOOTING DETAIL & - 16d 2`X'6` R TING 2~X6' BOLTING GABLE END' DCIUBLE OVERHEAD DOIG1R OPTION OPTIONAL FRONT ELEVATION . N.T.S. SIRGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. O€ T IONAL FRONT ELEVATION N.T.S. IG I H - 16d` N41LS ,.�_r_ORNER POST -� <N 166 NAIL& DE T €'6FL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLO10<S BELOW' ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPT.I.ON OPTIONAL FRONT ELEVATION N.T.S. f nTcc FOR OPTTONPL FRONT ELEVATIONS SSI HALF TRUSS DESIGN BY OTHERS 2' X 10.' HEADER. UP TO 121' O` DOORS 2' X' 12'' HEADER UP TO 20° V DOORS `e' X 12' BACKED WLTH 2' X 6' UP' TEL 24.' 0' 4 2' X. 6' HEADER 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 IS' FACER, DOUBLE 2' X 6' KINGPOST i7 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 OL = 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'o = 2,000 p91, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L X12 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 TETED WOOD SESTEEL, SILICONE BRONZE COPPER STAINLESS STTEEL.HALL CCA TREATTEDOIPPED WOOD SHALLZINCCOATED CONFORM TOA TIHEOREQUIREMENTS OF AWPA STANDARDS R 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 z 80.0 k91. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1'/2" LONG METAL T0- WOOD FASTENERS. WALL PANELS SHALL BE FASTENED Ta 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 959 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 -W -EB -B=RACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING" TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS MS CEn 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' ,C[. YjlxAL X 4' FIs Fq SHEATHING REQUIRMENTB FI OWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT SCREWS, Nl0 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) ANO RIDGE PURLIN SCREWS, N14 x1 1/2' AT BOTH SI➢ES OF MAJOR RIBLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, LL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVASCREWS, N10 x 11/2' a 9' OC. (NEXT TO HIGH RODGIRT, END TRUSS, AND DOOR HEADER SCREWS, 014 x 1 1/2' Q BOTH SIDES OF EACH MAJOR RIB. E'AVE LCR[➢GSE PURL SON R� AERU �RUSS�RTOPS CHOP➢: NDTPINDR K SEREWSI TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS NS.S OVERHEAD DOOR OPENING ' X 6 OR 2 X 8 L -BRACE L -BRACE tLIALf 4974 p,9 i� OF SOP' ✓` ✓ TRUSS WEB MEMBER TRUSS WEB MEMBER " • SECTION o. I S4 TYPICAL TRUSS BOTTOM CHORD BRACING SLIDING DOOR OPENING ' 11.•-- TYPICAL SIDE ELEVATION N.T.S. 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 D NOTES FOR TRUSS BOTTOM CHORD BRACING SS GABLE END TRUSS S© DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING @ 10' 0' O.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O -C, OR, AS SPECIFIED BY TRUSS MANUFACTURER NAIL BRACES TO TRUSSES WITH - P08TIFDOTINGBCHEDULE48'TQ82:BPANB-,. P I- COLUMN FOOTING 30840 -KNEE PeF LIVE LOPD I BRACE CONCRETE SPACING T"7` WXD "@ d0. T REOLBR® VOL 16-0" NMI' 104' 64 6 ': 6• 04 3 -0" NO -0 86- 088_ - 068_ 164 174 8"X8" 67(6 W12 X6' 34 3-0" NO -- NO. 34 3a" 164' 164C' 10'-0" 164' 1 I I IF.W. 144 184 164 164 26-0 274 244 4 XB WIZ %8 8'x8 ._ Irs X 6 WIT,X 6' 8"X8" WIZ"X8" e' x 10 v X 10- Wlr x v, (V X13 WIZ XV 34' -34 31M' --No 34' 3-e 34' 3 30 Gee__ 068__ 0.65' -O.ee_- -0.68_ O.IG_ t'Ee NO NO YES.__ 3434' -3a 34 -3,v,-4T' i4 NO YEB 0.88 12-0" --12-0" i2-0" - 12-0" 124' 174 84 10-0 1x11' 164 204 2T-0'- - Z4'-0" 9'x8 6"Xe"W@ XB" V- X e W/2' )Xi B" 6"X 6 W/2_X 8"_ 6 X10 W/Z'xr 6-X 17 W/r Xe" 6' X 1T WIZ' %6' 38 -36 3TC 38 36 38^ 38" 3ff.NO 34 3 a" 3-0" 34' 3 3' 3-11 0.92- NO IiD _ 0,62- .0.82_ 0.82 0 820.82 - NO NO No -_ -Nf) 0.98_ OW D.86 POSTIFOOTING POST SPACING 16-0^ 16-0 164' 164' 18'4Y 18'a _ 16a" -iCa" 124' -12a"- -124' COLUMN - H' 6-0 16-0" 174 140- 184 164 264' 274' 7A 4. 174' '164' 18'4' SCHEDULE 80V TO WX D r' x 6' 6' X 6' B" X 8" W/Z' %e"_ 8." X.8" e X e WIZ'R 6' 6' 7610" - - 8" X 16'Wlr X 6' B" X 10" WIZ' X e" 9^ X 17, - - 8'• X 6" 6'X 6'Wlr Xr 9" x 8" _. 9"'x8`Wl2"-Xr r xw wle X e" 8"X10"--- -� e"XjOPWjz'X6' WIZ'x 8" rX1TINI X9" 80' SPANS, EC DIA 36 36 38' 3D TINGF00 T' 3 4 _ 3 a' 3-0" 840 PSF LIVE KNEE BRACE REQUIRED NO NO LOAD CONCRETE VOLUME, 0,92 0:82_ NO 0.82 36' 36' _38-, 36' 36' 3e" 46' 46' _ -41r -40" -4a•_-m 3'11" 3'4' 3,-0" Y4' _ 3'a'_ 3.411yE8 Y-0" 3'-0" 8,,0" 9'6' NO 0.82 NO -NO 0.82 0.82 YES. RU- 0.82 8 0.2_ -. _ NO NO-_ 0.89 0.70- _G-fO 0.70 _N.70__ - !1f) -ND -C _46_2WO 46'23'-01r 40" 3 024'4' 46' �II $© TOE DEPTH X 3 - IOd NAILS �� ExPIREe 12-29.2007 m. OF OST 719 WINFIE "GER SIZE POST MAYBESUBSTITUTED FOR POSTS WITH I INATIONS. _DTII IS SHALL BE 8' X 8' ROUGH CUT HEM -FIR /2 TREATE 118'-0' WALL HEIGHT. ABOVE 18' WALL HEI HI 'TS SHALL BE B' X B' ROUGH CUT HEM -FIR +3 POSTS.' I ENDWALL POSTS SHALL BE A MINIMUM OF 20 / X FOR WALL HEIGHTS TO 18'-0'. ABOVE 18' WALL HEIGHT, ALL BE 24"/ X V-4' DEEP. IG DESIGNS ARE FOR POST FRAME BUILDINGS WITH .00RS (CONTRAINED POSTS). IF BUILDINGS WILL NOT rnoe IHCRF45F FOOTING DIAMETER X 2" k FOOTING DETAILS AND SPECIFICATIONS GS .OAD _ANE DATE 99091 ➢RAV TNG N0.' 12-18-05 SKIO6.IBC2003GANG 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 REVIEWED FOR CODE COMPLIA CE SPOKANE VALLEY BUILDIN DI I ON