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2006, 09-13 Permit App: 06003585 Pole Bldg
Project Number: 06003585 Inv: 1 Application Date: 9/13/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 36 X 24 POLE BUILDING Contact: KILDUFF,ROB Address: 15022 E 12TH AVE C-S-Z: VERADALE,WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)924-0896 Group Name: Site Information• Project Name: '';air".,"«...a ;fix Y.' ": a :x'',VR"..,;- F&b.,., ARn :iw::w, - .. # 3..V77F.:.F'a.»«:- ., FF'F ...r•7 Plat Key: 002759 Name: VERA TERRACE ADD District: F Parcel Number: 45234.1206 Block: Lot: SiteAddress: 15022 E 12TH AVE Owner:Name: KILDUFF,ROB Address: 15022 E 12TH AVE Location::CSV VERADALE,WA 99037 Zoning: UNKN Unknown Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 40 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Flood Plain Released By: Originally Released: 9/13/2006 By: amblake Building Plan Review Released By: Originally Released: 9/12/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 9/13/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 9/8/2006 By: Cdesimas Operator: AMB Printed By: AMB Print Date: 9/13/2006 Project Number: 06003585 Inv: 1 Application Date: 9/8/2006 Page 1 of 2 • THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: SZOMISBMAKWEgr Permit Use: 36 X 24 POLE BUILDING Contact: KILDUFF,ROB Address: 15022 E 12TH AVE C-S-Z: VERADALE,WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)924-0896 Group Name: Site Information: Project Name: Plat Key: 002759 Name: VERA TERRACE ADD District: F Parcel Number: 45234.1206 Block: Lot: SiteAddress: 15022 E 12TH AVE Owner:Name: KILDUFF,ROB Address: 15022 E 12TH AVE Location::CSV VERADALE,WA 99037 Zoning: UNKN Unknown Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 40 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: .0 . .. .. .w _ .. .. . ,. . . a Review Flood Plain Released By: Building Plan Review Released,By: Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 9/8/2006 Project Number: 06003585 Inv: 1 Application Date: 9/13/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Released By- . 6/99 ON SEWER Originally Released: 9/13/2006 By: amblake Building Permit Contractor: OWNER Finn: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 864 $16,416.00 864 $16,416.00 Totals: 864 $16,416.00 864 $16,416.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $279.25 ACCESSORY PLANS REVIEW 1 SELECT $69.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $353.56 Operator: AMB Printed By: AMB Print Date: 9/13/2006 Project Number: 06003585 Inv: 1 Application Date: 9/13/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit A 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. (A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Payment Summary: -. .... ,., Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $353.56 $353.56 $0.00 $353.56 $353.56 $353.56 $0.00 $353.56 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: 9/13/2006 Permit Center C) ic� (�n '- ' v,; f` i j SiSpokane 11707 E Sprague Ave, Suitl --'J�PERMIT NUMBER:35g� � Valle Spokane Valley,WA 99208 SEP ' ;10 ;•\PERMIT FEE: �/: (509)688-0036 FAX: (509)688-0037 _ Community Development www.spokanevaiiey.org \ T ) 1 � \o)_ L.,- Residential Construction New Construction VAccessory Bldg Permit Application Addition/Remodel Deck n Other: SITE ADDRESS 15022. iL , 17.--TH A VL ASSESSORS PARCEL NO: ?',4-1'Ia LEGAL DESCRIPTION: Building Owner: j oaERr -t- t t pur r- Contractor: 5AeL,k Name: g 03-►eT' T- g'iL_Ic)uFF Name: 1203 .02T T , L.Du -P Address: i S O ZZ I Z t-t's A v Address: i s oz a (2..-H, A 0 E City: SPG izaNE v.4, / State:Ujis, Zip:cTci 07 City:5,po(eGta1G 0 Le...( State:Wet_ Zip:gg4 37 Phone: Fax: Phone: Fax: Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: (Zo►3e;ie-r t VA(....0u17-- - Phone: S o'i - y a 4 - © S q Cv Describe the scope of work in detail: Cost of Project: $ q coo© ° 'Q **************The following MUST be o Tete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: 1 U F�->- 34, x 24 I Sd MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: )()L-4sqpr- N/Pt Of/w- FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: N/r.� Plat r- Ik- PROPERTY: A//°' #OF BEDJ ROOMS: CQN$TRJ.JCTION TYPE: HEAT SOURCE: SEWER�ORS�EPTIC? VD I>: �lampv qc c ( V—' � 5�.� S�F 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 rbe processed. Signature ..8«. ' i- - .(o .4.* Date g - 3_-o(,, Method of Payment: [ ash ❑ Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 Stiokane 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 „ . . ,. . ..,,t . . „.: , Pole Building Estimate Customer Name: ROBERT KILDUFF - . :.. . ' ' ••• - : Date: 09/02/06 Job Address: 15022 E•.:"12TH . • ..•:• . • . '.i..: Phone: 509-924-0896 City/State/Zip Code: SPOKANEEVALLEV,WA89037 ': ••••• Cell: '•-•::•• ' ...... '':.:::. • •::::. •,H::...• - Fax: . . ARE 1:,iart Width: '1'136 • 1 Overhead Door Size: 16X8 FC2 v Length: 24 Overhead Door Size: None V ,-- Height: 10 •- Garage Door Opener: None v ,:',:•. Snow Load: -40 .........- Slider Door:. None V Bay Size Sidewalls: 12:.'..... .••• Slider Door: None v Bay Size Gable: 12 ..1 Walk Door: 3/0x6/8 6 Panel LH V Pitch: 4 < Window: 4/0x3/0 V 7fIN ri.inni 24”Overhang: 10414009#4V:gaii7f4Cli 18" Overhang: Post Concrete: .• 'Y For all posts 12"Overhang: Concrete Floor: .•j::• ' Main Building riNininii!! Gravel: ••. Main Building Commercial Girls: (concrete floor and gravel are not calculated for lean-to's) 7/16 Wafer Sheath Roof: -. .. 3-Tab Roofing: Kit Package Price REinim;i;',i',0:BNMONN] ;iffiN ... ......... ... ............... ...........:•:•••••....:::-,.. • ...:-.:..... -. .:::::-......_ 7/16 Wafer Sheath Walls: ..., '•• 3/8 Wafer T1-11 Siding: •.• Materials: $6,012.30 R-19 Wall Insulation: ' • Labor: MBI In Walls: Total Labor&Materials: $6,012.30 R-19 Roof Insulation: Lap Siding 16': Sub Total: $6,012.30 TI,N,•iii::i•iii:,Mi:: Sales Tax: 8.60% $517.06 2 Ft.Wall Lite(EAVE): ,. • •: Bid Total: $6,529.36 2 Ft.Wall Lite(GABLE): '•••-.•., Loft: Lean-To: :16:;4t6lIii.ittiPadt*OPtidettnilffiEiniMi!Mig:',':i::::mi .: :MI ';i .:ii.:.,p':',cccc:::pi.:!i!:]mi::i::::c:•gp• iiii'fIN m :: ::•i Fire Wall 1-Side Materials: $9,894.50 6" Chimney Kit: Labor: Shelf Kit: Total Labor&Materials: $9,894.50 Work Bench: Sub Total: $9,894.50 Sales Tax: 8.60% $850.93 Bid Total: $10,745.43 iiiiii$iiiiiiiPi:E:,iiiiiiiERMPrPR4Pigg§iMii$$P:MMEiRingigigNEg:1 Store#: opwValley Ziggy's Salesman: KAIPO .:.• ...••1• This Quote Is Good For Only 10 Days Nt Th 1SOE 12-÷h Ak.1-; 1 3q1 wod5E R 0 5 )04, 'Ate 34,` &PcP'fktht 3(9/ L • f-• (f , 84 7 PURLIN CONNECTION METHODSi AX PURLINS MAY BE HUNG ' NOTES FOR FLOOR PLAN OFF THE TRUSS TOP CHORD INTERIOR FRAME WOOD POSTS, SEE FACES W/ STD, POST SCHEDULE THIS SHEET SIMPSON JOIST HANGERS 2 GABLE WALL POSTS - 6' X 6' TYPICAL OR EQUAL ® B). PURLINS MAY BE DOOR POSTS - 4' X 6' TYPICAL BUTTED AND NAILED FO❑TING DIMENSIONS, B :+ V 8'i D = 3' 0' W/(2) 16d NAILS MAXIMUM POST SPACING 12' 0' INT❑ EACH PURLIN. �3 PURLINS @ 24' O.C„ BEARING OR C). PURLINS MAY BE SS JOIST HANGERS (TYPICAL) LAPPED ANDNAILED W/(3) 16dNAILS, SO w SPANS 12' T❑ 60' NAMING x ON CONNECTION METHODS, Lo w a 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN S8 DOUBLE TRUSSES W/(1) 16d NAIL INTO rC3- U EACH TOP CHORD MEMBER Z Q z `� . J I S90 w DLJ CO>L7I o JC L,- N X J co N (4 ~ N N .i al y w° w° wo `r ted• OUDBLE TRUSSES S4 J- - U N U NU " (L " (L "a A �~ 7F - J~ i 1 oC (L ° ' OL' S5 ZD CJ •o ZD L.1 .o �D I X C3 I X M I OD fU 't fU :4.cufL N VW) N UJ N W 0) SINGLE TRUSS PLAN VIEW N.T.S. DE ON 12 41 (SD MANUFACTURED TRUSS TOP CHORDS COLUMN FOOTING �� KNEE BRACE S2 PURLIN SUPPORT STRUT 2- X 6' X FULL S1} HALF TRUSS DESIGN BY OTHERS DEPTH OF TOP CHORD PLUS PURLIN. 'T' J ❑TES FOR SECTION A -A45 V/U( S6 S3 NAIL STRUT TO TOP CHORD W/(3) 16d US1 TYPICAL PURLIN, SEE FLOOR NAILS EACH SIDE, S3 S4 MANUFACTURED TRUSS - NAIL TO EACH PLAN FOR SIZE 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF -L #2 SIDE OF POST WITH 4 - 16d NAILS S4 ", J S2 TRUSS DESIGN BY OTHERS SS S5 WOOD POST, SEE POST/FOOTING SCHEDULE. Z:D S3 2'X6'@ 24' O.C., 10' BAYS 4 - 10d NAILS ~ S7 - P4 L'•I 2' X 6' @ 24' O.C., 12' BAYS S3 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE = p DF -L #2 GIRTS FLAT @ 24' D.C. SEE 10 KNEE BRACE, IF REQ'D, SEE POST SCHEDULE E3 U 5CONCRETE FOOTING, SEE SCHEDULE DETAIL 2 11 2' X 6- X 24' OR 2' X 8' X 24' BLOCK L,_ (,)2 S5 .EXTEND POST TO TOP. OF PURLIN 1 - 3/4' G MACHINE BOLT THRU TRUSS T. 12 41 (SD MANUFACTURED TRUSS TOP CHORDS COLUMN FOOTING TRUSS DESIGN BY TRUSS MANUFACTURER KNEE BRACE S2 PURLIN SUPPORT STRUT 2- X 6' X FULL S1} HALF TRUSS DESIGN BY OTHERS DEPTH OF TOP CHORD PLUS PURLIN. 'T' SUPPORT PURLINS @ END TRUSS W/2' X 6' NAIL PURLINS W/(3) 16d NAILS S6 S3 NAIL STRUT TO TOP CHORD W/(3) 16d S2 2- X 10' HEADER NAILS EACH SIDE, S3 S4 MANUFACTURED TRUSS - NAIL TO EACH 66"X 8" 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF -L #2 SIDE OF POST WITH 4 - 16d NAILS S4 2' X 8' FACIA BOARDS ON TOP NAILING BLOCK SS S5 WOOD POST, SEE POST/FOOTING SCHEDULE. 0 0 4 - 10d NAILS ~ S7 S❑LID BLOCKING AT CONNECTION POINTS, -2 SB TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 0.20 5 2' X 6. OR 2' X 8' EAVE GIRT 10 KNEE BRACE, IF REQ'D, SEE POST SCHEDULE NO AND DETAIL 2 2 11 2' X 6- X 24' OR 2' X 8' X 24' BLOCK NO 1 1 - 3/4' G MACHINE BOLT THRU TRUSS T. CHORD NO 1-6-x- 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE ' 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 26" 2 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' & 3 _0.29 0.28 3 - 3/4' b M. BOLT @ BOLTING BLOCK - 36' & 4 26' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50' DIA. 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' (04 - 16d NAILS 3'-0" NO Y 26" TAIL 1 - TRUSS COLUMN DOUBLE OVERHEAD DOOR ❑PTI❑N NECTION, PURLIN SUPPORT OPTIONAL FRONT ELEVATION N.T.S. N.T.S. NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3 UNDISTURBED SOIL I FOOTING DETAIL NS.S. TREATED POST 4 - 16d GALV, NAILS /-EACH GIRT 2'X6'OR2'X8' GIRT (FLAT) TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16d NAILS e e e• ee 8-16dNAI p / ' o BOLTING BLOCK e e CORNER POST e e e e e e e e DETAIL 2 - KNEE BRACE NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' KNEE BRACE S4 WOO POST, SEE POST/FOOTING SCHEDULE SS 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 BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS S9 4 = 10d NAILS NOTES] KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTIING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES. TYPICAL SIDE ELEVATION TES FOR SIDE ELEVATION )2' X 8- HEADER )2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DORS SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. OPTIONAL FRONT ELEVATION N.T.S. 8 - 16d NAILS 4 TYPICAL TRUSS BOTTOM CHORD BRACING BOLTING BLOCK e NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. DETAIL J Z Si GABLE END TRUSS S� DOUBLE INTERIOR TRUSSES ND TRUSS CONNECTION s3 GABLE END POST USE BOLTING BLOCKS BELOW S4 2- X 4' BOTTOM CHORD BRACING @ 10' o' ❑,C. ALL CORNER COLUMN GIRTS S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SPLIT SLIDER DOOR OPTION JPTIONAL FRONT ELEVATION N.T.S. NOTES FOR2 ❑PTI❑NAL FRONT ELEVATIONS S1 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' KINGP❑ST JG TRUSS WEB BRACING i -N T E R -I -O R- O -R ----GABLE -E-N-D ---TRUSSES- NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS A:® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' 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' D.C. 0d NAILS @ 6- D.C. 'X6'OR2'X8' X4' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS 1' �I ?. - 1r -,J 1\1A71 C POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPUCED ABOVE MID HEIGHT OF COLUMN SHEATHING iREQUIRMENTS THE FOLLOWING MINIMUM RDDF DIAPHRAGM REQUIREMENTS ARE NEEDED, ■ ROOF STEEL, 29 GAUGE GRAND -RIB II1, 36' WIDTH OR EQUIVALENT r FIELD SCREWS, #10 x 1 1/2' AT 9' D.C. <NEXT TO HIGH RIB) r EAVE AND RIDGE PURLIN SCREVS, #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' 9'.. 9' O.C. (NEXT TO HIGH RIB) r BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' 2 BOTH SIDES OF EACH MAJOR!RIB. EENDy�ALLG DOER EHESgDERS&WGAHLEAENDGTRUSS TOP CHORD, EAVE & RIDGE PURLINS & RDDF NNTAR M S REWSI TYPICAL SCREW PATTERN, EXCEPT AS I POS FOOTING SCHEDULE 12' -24! SPANS, 30 &40 PSF LIVE LOAD ROOF FASTENED TO PURLINS WITH COLUMN FOOTING FRONT ELEVATION KNEE BRACE NOTES FOR FRONT ELEVATION N.T.S. tWA 1 1/2' LONG WOODFAST TEKS. S1} HALF TRUSS DESIGN BY OTHERS "B' DIA. 'T' SUPPORT PURLINS @ END TRUSS W/2' X 6' WALLS FASTENED TO S6 TREATED 2' X 6' BOTTOM GIRT 6" X 6" S2 2- X 10' HEADER GIRTS WITH 1' LONG ?;; S3 2' X 6- GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 .',• 66"X 8" 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF -L #2 1' 2' WOODFAST TEKS. , S4 2' X 8' FACIA BOARDS 10'-0" -. - SS TREATED W❑OD,POSTS, SIZED PER SCHEDULE S4 0 TREATED 2- X 6" BOTTOM GIRT 0.20 ~ OR TREATED 2' X 10' BOTTOM GIRT '•' ^; SEE FOOTING H -2 S2 S3 0.20 BB :TAIL S4 -� 3'-0" Tee NO 0.24 2 20" 3'-0" NO 0.24 21" BUILDING SECTION A -A NO 1-6-x- ' V4' 10'-0" 12'4" VX 6" - 6" X 6" 26" T -O" _ - .T.S. 3 _0.29 0.28 2-B 6" X 6" W/F' X 6" 26' 3'4' 'B' DIA. 1241-14'-0" 12.0' 12.0' 1Z'-0'_ FOOTING DETAIL NS.S. TREATED POST 4 - 16d GALV, NAILS /-EACH GIRT 2'X6'OR2'X8' GIRT (FLAT) TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16d NAILS e e e• ee 8-16dNAI p / ' o BOLTING BLOCK e e CORNER POST e e e e e e e e DETAIL 2 - KNEE BRACE NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' KNEE BRACE S4 WOO POST, SEE POST/FOOTING SCHEDULE SS 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 BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS S9 4 = 10d NAILS NOTES] KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTIING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES. TYPICAL SIDE ELEVATION TES FOR SIDE ELEVATION )2' X 8- HEADER )2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DORS SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. OPTIONAL FRONT ELEVATION N.T.S. 8 - 16d NAILS 4 TYPICAL TRUSS BOTTOM CHORD BRACING BOLTING BLOCK e NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. DETAIL J Z Si GABLE END TRUSS S� DOUBLE INTERIOR TRUSSES ND TRUSS CONNECTION s3 GABLE END POST USE BOLTING BLOCKS BELOW S4 2- X 4' BOTTOM CHORD BRACING @ 10' o' ❑,C. ALL CORNER COLUMN GIRTS S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SPLIT SLIDER DOOR OPTION JPTIONAL FRONT ELEVATION N.T.S. NOTES FOR2 ❑PTI❑NAL FRONT ELEVATIONS S1 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' KINGP❑ST JG TRUSS WEB BRACING i -N T E R -I -O R- O -R ----GABLE -E-N-D ---TRUSSES- NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS A:® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' 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' D.C. 0d NAILS @ 6- D.C. 'X6'OR2'X8' X4' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS 1' �I ?. - 1r -,J 1\1A71 C POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPUCED ABOVE MID HEIGHT OF COLUMN SHEATHING iREQUIRMENTS THE FOLLOWING MINIMUM RDDF DIAPHRAGM REQUIREMENTS ARE NEEDED, ■ ROOF STEEL, 29 GAUGE GRAND -RIB II1, 36' WIDTH OR EQUIVALENT r FIELD SCREWS, #10 x 1 1/2' AT 9' D.C. <NEXT TO HIGH RIB) r EAVE AND RIDGE PURLIN SCREVS, #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' 9'.. 9' O.C. (NEXT TO HIGH RIB) r BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' 2 BOTH SIDES OF EACH MAJOR!RIB. EENDy�ALLG DOER EHESgDERS&WGAHLEAENDGTRUSS TOP CHORD, EAVE & RIDGE PURLINS & RDDF NNTAR M S REWSI TYPICAL SCREW PATTERN, EXCEPT AS I POS FOOTING SCHEDULE 12' -24! SPANS, 30 &40 PSF LIVE LOAD SINGLE .OVERHEAD DOOR OPTION COLUMN FOOTING FRONT ELEVATION KNEE BRACE NOTES FOR FRONT ELEVATION N.T.S. SPACING S1} HALF TRUSS DESIGN BY OTHERS "B' DIA. 'T' SUPPORT PURLINS @ END TRUSS W/2' X 6' VOLUME S6 TREATED 2' X 6' BOTTOM GIRT 6" X 6" S2 2- X 10' HEADER NO S3 2' X 6- GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 i0'-0" 66"X 8" 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF -L #2 3'4" S4 2' X 8' FACIA BOARDS 10'-0" -. - SS TREATED W❑OD,POSTS, SIZED PER SCHEDULE --- 18" 0 TREATED 2- X 6" BOTTOM GIRT 0.20 10'-0" OR TREATED 2' X 10' BOTTOM GIRT Sl -2 S2 S3 0.20 BB 16'-0" 20'-& S4 -� FOOTING DETAIL NS.S. TREATED POST 4 - 16d GALV, NAILS /-EACH GIRT 2'X6'OR2'X8' GIRT (FLAT) TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16d NAILS e e e• ee 8-16dNAI p / ' o BOLTING BLOCK e e CORNER POST e e e e e e e e DETAIL 2 - KNEE BRACE NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' KNEE BRACE S4 WOO POST, SEE POST/FOOTING SCHEDULE SS 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 BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS S9 4 = 10d NAILS NOTES] KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTIING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES. TYPICAL SIDE ELEVATION TES FOR SIDE ELEVATION )2' X 8- HEADER )2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DORS SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. OPTIONAL FRONT ELEVATION N.T.S. 8 - 16d NAILS 4 TYPICAL TRUSS BOTTOM CHORD BRACING BOLTING BLOCK e NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. DETAIL J Z Si GABLE END TRUSS S� DOUBLE INTERIOR TRUSSES ND TRUSS CONNECTION s3 GABLE END POST USE BOLTING BLOCKS BELOW S4 2- X 4' BOTTOM CHORD BRACING @ 10' o' ❑,C. ALL CORNER COLUMN GIRTS S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SPLIT SLIDER DOOR OPTION JPTIONAL FRONT ELEVATION N.T.S. NOTES FOR2 ❑PTI❑NAL FRONT ELEVATIONS S1 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' KINGP❑ST JG TRUSS WEB BRACING i -N T E R -I -O R- O -R ----GABLE -E-N-D ---TRUSSES- NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS A:® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' 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' D.C. 0d NAILS @ 6- D.C. 'X6'OR2'X8' X4' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS 1' �I ?. - 1r -,J 1\1A71 C POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPUCED ABOVE MID HEIGHT OF COLUMN SHEATHING iREQUIRMENTS THE FOLLOWING MINIMUM RDDF DIAPHRAGM REQUIREMENTS ARE NEEDED, ■ ROOF STEEL, 29 GAUGE GRAND -RIB II1, 36' WIDTH OR EQUIVALENT r FIELD SCREWS, #10 x 1 1/2' AT 9' D.C. <NEXT TO HIGH RIB) r EAVE AND RIDGE PURLIN SCREVS, #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' 9'.. 9' O.C. (NEXT TO HIGH RIB) r BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' 2 BOTH SIDES OF EACH MAJOR!RIB. EENDy�ALLG DOER EHESgDERS&WGAHLEAENDGTRUSS TOP CHORD, EAVE & RIDGE PURLINS & RDDF NNTAR M S REWSI TYPICAL SCREW PATTERN, EXCEPT AS I POS FOOTING SCHEDULE 12' -24! SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H' W X D "B' DIA. 'T' REQUIRED VOLUME 10'-0" V-0" 6" X 6" 18" T-0" NO 0.20 10'-0" ------------ i0'-0" 66"X 8" 18' 3'4" NO 0.20 10'-0" -. - 12'-0" - - - B" X 6" • -- --- 18" -------- 3'-0" NO 0.20 10'-0" -2 NO 0.20 10'-0" 16'-0" 20'-& 20" 3'-0" Tee NO 0.24 6" X i0" 6"X 10" 20" 3'-0" NO 0.24 21" 3'-0" NO 1-6-x- 12-0" 12-0" 124 V4' 10'-0" 12'4" VX 6" - 6" X 6" 26" T -O" _ - NO Nd- _0.29 0.28 2-B 6" X 6" W/F' X 6" 26' 3'4' NO 1241-14'-0" 12.0' 12.0' 1Z'-0'_ 16'•0" 16'4" 2W4' 6" X 8"W/F' X 8" 6" X 8"W/F' X 6' 6'.'X6'"W/2 X 6" 28" 3'-0" NO _0.29 26" 3'-0" NO _0.29 0.29 26' 3'-0" NO 0.29 6" X 10"WIV X 6" 36' T.2" NO 0.36 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSP LIVE LOAD POST COLUMN FOOTING IMEEBRACE CONCRETE SPACING "H' W X D "B' DIA. "T' I REQUIRED VOLUME, 10`41 81-01, 6 X 6" 26" T -O" NO 0.29 NO 0.20 10 -0 10 -0 10'-0" 10'-V IV -W' 10'-0" 12 -0 14-0 16'-0" 18'-0" 20'4' 22'-0" 24' 0" 6 X 6" W/7' X 8"_ 6 X 6"W/2"X 6" 6" X 8" NO 0.29 _ 26' 3' -0_ " NO 0.29 26_' 3W'- NO 0.36 6" X 8" W/7' X 6" 6" X 8" VV2"X 6" 2e7--3'-0" 0.36 26" T -O" _NO NO 0.36 6"X 10" Wa. XX O" 26' 3'-2" NO 0.36 1W.U. 6'" J(12 26' 3':3" NO 0.36 124" 12-0 _124' 8'4" 14-0 18.0 6" X G" 6X8" 6'X10" 28" 3'-0" NO NO _0.36 0.36 28' T -O" NO _0.36 _0.41_ 0.41 0.41 28"_ 3-0' 3-0' _ NO NO NO 28'' 3'-0" V--'-X-1,Z--'W/2"X V' 28' T.2" NO 0.43 3'-8" NO_ 0.48 POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING I KNEE BRACE CONCRETE SPACING "H' W X D "B' DiA. "T' REQUIRED VOLUME 10'-0" 8'-0" 6" X 6" 28" T -O" NO 10'-0' ----- 10'4" 10 4 10'.0" 10'-0" --- ---20 10'-0" 10'4" 10'-0" ------ 12'0 14'4" 18'4" 16'•0" - 20'41" 24'0 6"X w, 26" T NO _0.36 0.36- - 6" X 8" W!F' X 8" 6"X 6" W//2"X_6" 6"X 8" 6" X 0"W/2" X 8" ---- ------------ 8" X 10" 6"X 10"W/2"X V' -- 28" 28' --- 3'-0" 3'-0" -- NO NO _0.36 0.36 28l'" -WO" 3'-0" NO NO _0.41 0.41 28' 28" ---- _ 3'-0" -------- NO NO 0.41 0.41 28'_ 3'•2" Y66 0.43 124" 8'4" 6" X W 32" T -O" NO 0.44 12-0" 10'4" 6"X B" 32' T NO 0.44 12.0" 124 12'-0" 14'40" 6" X 6" W_ _/7' X 8" 6" X 8" 32" NO 0.44 32" _3'4" T -O" NO 0.44 ----- .12.0' 12 -0"_ ----- 124" --------------- 124" ----`- 16'-0" 18'-0" 20'-0" --- - - 22'-0" 24'•0" -- 6" X 8" W!F' X 6" 32" -- 3'-0" NO -Nd- 0.44 66"X 10" -32'F-3'4" NO 0.44 6'' X 10" W/2" X 6" --- -- 6" X 17'--- 32' 3'4" NO 0.44 -- 32" --- 3'-2" - - NO -- -- 0.47 W X 17' W/2" X Wl 32" 1 T -T' NO - 0.49 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEEEBRACE CONCRETE SPACING 'W' W X D "B' DIA. 'T' REQUIRED VOLUME, 10'-0" 8'-0" 6" X 6" 30" 3'4" NO 0.41 10'-0" 6'" X 6" 30' 3'4" 60 10'-W I0-0- 12'-0" 14-0 6" X 6" W/7' X W 20' 3'-0" NO _0.4_1 0.41 6"--6-W!T-'----3-0-- NO 0.41 - . 70W'-04" ---- 16'-0" -- ----------- 6" X 8" 30" 3'-0" --- YES 0.41 -10'-0" -16-:6 - " 10'4" 20'4" --_ _ - 2F-0" 24'-0" 6"X10" 0.41 3'-0" NO 0.41 30" w-0 NO 0.41 -- 6" X 10" W!2" X 6" 6" X 12" - -0" 30" --O" 3'-0" - - NO ----- - 0.41 20 Y.4' YES 0.43 124" 8'-0" G"X6" 6" 33" 3'-0" NO 12.0' 124" 12-0' ---- 12-0" - 124" 12-0 12 -0' 1&.V' 12 -0 14-0 16.0 -18 -0 20-0 22-0 6'X 6'' 33' 3'-0" NO _0.47 0.47 6' X 6" W!F' X 8" 6'X8" 33" 3'-0" NO 0.47 33' Tb -0 NO 0.47 - 6 X 8" W/T' X 6' - ---. 6' X_-10' � 33' 3'-0" NO 0.47 _ 33' N O 7 6'X10 W/2"X_6" B' X 17 33' 3'4" 3'-2" _ _NO NO _0.4 0.47 -6.a- 0.49 33" 124l'- 12-0' 24'-0" 6" X 1F' W/2" X 6" 23" 3'•2" NO 0.67 POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING . KNEE BRACE CONCRETE SPACING "H' I W X D "B' DIA. "T' REQUIRED VOLUMElYDq 10'-0" 10'-0" 1w -w7-12'-0" -10'4' 4' 1&4l O--0 - _ 10 -0� IV-W' -0 --' 10'-0" 8'4" 10'-0" W--0 _ 18 ' 20 -04 22'-U* 24'4" 6" X 6" 34" T -O" NO 0.66 64-X 6" 34' -f-67-NO 0.66 6'' X 8" W!7' -xe- 334' 3_ 3-0" _Y4'- - NO NO -6:6i- 6X 6W17X6" 6"X6" 6"X8"W!7'XB" 6' 8"-X 8" W/T X 6" X 10" 34" - YES NO YES E _0.66 0.66 0.66 0.66 -6.66- 34' 34" T4; -W 3 T'-0" 6 X 10" W/2" X 6" - 34" 3'-0" NO 0.66 6" X 17'- W/2" -X6- 34' 3'0" YES 0.66 124" 12-0" 124' 8'-0" - - 10'-0" 8" X 6" ---- 36" 3'-0" NO 0.62 8" X 8" W/_F' X B" -------- 36" 3'-0" NO ---- 0.82 12-0" 12'-0" 8" X 8" W/F' X 6" 36" 3'-0" NO -----'- 124" ---- 12-0" 12-0" ----- 12-0" ----- 18'-0" - - ._ 20'-0" 22'-0" ----- 24'4" 6" X 8" W/7' X 6" 8" X 10" .. .. 8"X 10" W/2" X 8" 8" X 17' W/2" X 8" 38" _0.62 -'--------------- 38" 3'-0" 3'-0" 3'-0" NO 0.82 _ _0.80 _0.82 0.66 36" 86 _YES_ _NO NO 26'_ 3'•2" I V V -- 66"" X X 1F' W/2" --- --- - - ---- POSTWOOTING SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN . FOOTING KNEE BRACE CONCRETE SPACING "H' I W X D "B' DIA. "T' REQUIRED VOLUME 10'-0" 8'-0" 10'-0" 6" X 6" 36" 3'-0" NO 0.62 10'A" e" X w 26' 3'6" NO 0.62 IW-' 10'-0" 90'-0' -- -- -- 12'-0" W41 ---- 6" X 6" W!7' X 6" 8"X 8'' ---- ------ 36" 26" 3'4" 3'-0" NO NO --- 0.62 0.62 -- 10'-0" ----- -- 18'-0" ivX 8" W/7' X B" 36' 3'-0" - NO 0.82 ---- 10'-0" --------- 18'-0" 6" X 10" -_--I 36" 3'-0" N NO - 0.82 10'-0" 10'4"8" 20'4" 6" X 10" W/2" X V' X 1F' 38' 36" 3'-0" 3'-2" YES_ YES _0.82 0.68 12-0" -- -- 12-0" 12-0' 8'-0" - - 12'•0" 14'-0" 6" X 6" 40" 3'4" NO 0.70 - - VX 8" ---- 40" 40" -- 3'-0" 3'-0" --- NO NO NO --- 0.70 _0.70 6'" X 8" W/7' X 6" 40 _3'•0" _0.70 0.70 - 12.0'- 16' o" 6"X a0" -- 40" 3'-0" YES 0.70 ---- 12-0" - -- ---- 20'-0" - ---- 6" X 10" W/2" X 6" -- ----- X 6" X 6" 40" --- 40" 40" 3'•0" --- 3'-0" 3'•2" NO --- NO NO - 0.70 0.70 0.73 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 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 200 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH EXPIRES 12-29 200% CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2 & FOOTING DEPTH" WA,MBEKE ENGINEERING Daniel, Waribeke . P. E. Spokane61WA C 99223 ele hone, 509=443=6186 Fax, 509-448-6582 e-mail dwambeke@msn.com STRUCTURAL DESIGN FOR POST FRAME BUILDINGS 12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC ZIEGLER LUMBER COMPANY 620 EAST HOLLAND AVENUE SPOKANE, WASHINGTON 99218 - BY DATE DRAWING NOD REV. DRAWNAMBEKE 1-30-06 ZIEGLER.IBC2003.06 CHECKED BY JDATEI DESCRIPTI❑N OF CHANGE 1PROJECT 1 2006 ISCALEIRTS. ISHEETi 1 OF 1 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND R/FRAMING FLOOR SYSTEMS PRIOR INSPECTIONS WY COP I THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY93U1 ING DIVISION