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2006, 01-12 Permit App: 06000099 Pole Bldg Project Number: 06000099 Inv: 1 Application Date: 01/12/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: -,,„mow,.,mssito-r,awsw-mmintEre Permit Use: 30 X 40 POLE BUILDING Contact: US POLE BUILDINGS Address: 9609 E MAXWELL C-S-Z: SPOKANE VALLEY,WA 99206 Setbacks:Front 109 Left: 5 Right: 70 Rear: 5 Phone: (509)220-9579 Group Name: Site Information: Project Name: y. :. .= ,V Plat Key: 002847 Name: WELLESLEY MANOR 01ST ADD District: F Parcel Number: 45012.2408 Block: Lot: SiteAddress: 16004 E WELLESLEY AVE Owner:Name: DORR,JIM&PATTI Address: 16004 E WELLESLEY Location::CSV SPOKANE VALLEY, WA 99212 Zoning: UNKN Unknown Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: - . ,.,. n - : ,; E. :ANAMMI.VMMRPO Review Site Plan Review Released By: Originally Released: 01/12/2006 By: cjjanssen Plan Review Released By: , N/A-ENGINEERED PLANS Originally Released: 01/12/2006 By: cjjanssen Sewer Review Released By: Originally Released: 01/12/2006 By: cjjanssen Permits: -=x .= , A _. amu. Operator: CJJ Printed By: CJJ Print Date: 01/12/2006 Project Number: 06000099 Inv: 1 Application Date: 01/12/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: US POLE BUILDINGS Firm: US POLE BUILDINGS Address: 9609 E MAXWELL Phone: (509)220-9579 SPOKANE VALLEY,WA 99206 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 1,200 $26,400.00 1,200 $26,400.00 Totals: 1,200 $26,400.00 1,200 $26,400.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $411.45 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $415.95 Z h:-. ... Payment Summary: �� _ .. �. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $415.95 $415.95 $0.00 $415.95 $415.95 $415.95 $0.00 $415.95 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: 01/12/2006 Permit Center , SfOkaane PERMIT NUMBER: 11707 E Sprague Ave, Suite 106 --'L-' i .0.0ValleY Spokane Valley,WA 99216 PERMIT FEE: (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.org.com Residential Construction o New Construction o Accessory Bldg Permit Application ❑ Addition/Remodel o Deck ❑ Other: SITE ADDRESS I (e c. oq 6 W e I I P 5/-- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner Contractor Name: PA#'r-1'e Dov- /' Name: (A S Po L-& a.%)(d-" Address: J bo',—( t-J ((e5 Address: ti[,o`I Nov.< Ltd City: 5 Cif Cfra, NAL Zip: 91' 21 (p City: 5 l��►^..v. Zip: 79'2_0c., Phone: 6 11 -2 3 2 Fax: Phone: 2 Z 9 S" 7 t Fax: O /S'- 7 Lic No:it 5 Poe 's3&c Exp.Date: Contact Person City Business Lic No: Name: Phone: to Describe the scope of work in detail: Cost of Project: $ /6,,c-ex.) **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: /rj 3o x go //1 MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? >4-- 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) Plans or additional information may be required to be submitted,and subsequently approved before this application can be processed. /-7.2 Signature rl�i Date — 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 r • ..00•01;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 --.S ho scA J o L U ° Li 0 1 c SQ/ __ a TOCATCT MMT TYPICAL GIRT CONNECTION PURLIN CONNECTION METHODS: A), PURLINS MAY BE HUNG V. NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON J❑IST 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 W/(i) 16d NAIL INT❑ EACH TOP CHORD MEMBER NOTES FOR FLOOR PLAN ®1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET (�2 GABLE. WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FO❑TING DIMENSIONS, B + 1' 8'1 D = 3' 0' MAXIMUM POST SPACING 12' 0' (3 PURLINS @ 24' O,C„ BEARING OR JOIST HANGERS (TYPICAL) w � SPANS 12' TO 60' v 0 N 12 4 1 P�rHo oNAecrtON NOTES FOR CONNECTION DETAIL ,-, Z Si TRUSS TOP CHORDS f JLEE TRUSS DESIGN BY TRUSS MANUFACTURER J S2 PURLIN SUPPORT STRUT 2' X '4' X FULL iu J DEPTH OF TOP CHORD PLUS PURLIN, a PLAN FOR SIZE NAIL PURLINS W/0) 16d NAILS NOTE: 2" X'6" LAMINATE MUST BE A S3 NAIL STRUT TO TOP CHORD W/(3) 16d DOUBLE tS3 2' X 6' @ 24' O,C„ 10' BAYS NAILS EACH SIDE, A _ TRUSSES p = DF -L #2 GIRTS FLAT @ 24' O. C. _¢_ 0 U SS WOOD POST, SEE POST/FOOTING SCHEDULE. _1T_ 12'-0" S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES z ""¢ZW ,> M S7 Jp d_JJ �J TYP, PURLIN, SEE FLOOR PLAN FOR SIZE • �-J aw n -W > L'LL- 0 tl oZDH o c J . J ODl0r- o (Uo XW 1 "' xar cu 0 24 10 0 20-0' EL C3 NO _ 027 0- w= w W do 6'X6" 22" 3-0 _ i - DUBLE TRUSSE 10.0" _ 6' X 6'" T.0" (4uMM ¢ 22' 12-0 ZQ- J)- r, 1 tY� �~ (L I �0- a 3-0' _NO NO n=. ( 12-0" 18.0 8" X 8 Wl2 X 8"_ 22'- -3'•0' J o •zo I 12-0 18'-0" X (U fU N ti ❑ NO -0.28 N N cu .� 8" X I& W/2'' X B" 24"_ 3'-2" -NO- wai POST/FOOTING SCHEDULE 30' SPANS, w n ocu POST- COLUMN FOOTING ov6 SINGLE TRUSS 12 4 1 P�rHo oNAecrtON NOTES FOR CONNECTION DETAIL Si TRUSS TOP CHORDS f JLEE TRUSS DESIGN BY TRUSS MANUFACTURER J S2 PURLIN SUPPORT STRUT 2' X '4' X FULL L) Q TYPICAL PURLIN, SEE FLOOR sl DEPTH OF TOP CHORD PLUS PURLIN, LAMINATIONS PLAN FOR SIZE NAIL PURLINS W/0) 16d NAILS NOTE: 2" X'6" LAMINATE MUST BE A S3 NAIL STRUT TO TOP CHORD W/(3) 16d J Z tS3 2' X 6' @ 24' O,C„ 10' BAYS NAILS EACH SIDE, A 0 MANUFACTURED TRUSS, NOTCH POSTS p = DF -L #2 GIRTS FLAT @ 24' O. C. 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, 0 U SS WOOD POST, SEE POST/FOOTING SCHEDULE. _1T_ 12'-0" S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES o ROOF FASTENED TO PURLINS WITH OR 3/4'0 MACHINE BOLT M S7 SOLID BLOCKING AT CONNECTION POINTS, %' SB TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 0 20 _ _ 0 2'X6'❑R 2'X8'TOP GIRT 8' X 8' (0 4 - 16d NAILS OR 3/4'0 M. BOLT + 1 - TRUSS ,LUMN A. CONNEICTION. PURLIN SUPPORT PLAN VIEW N.T.S. 1" 2 - 16d NAILS 6", 8" OR 10" POST E - -- PATTERN f JLEE (:KNEEBRACE.;{_CONCRETE J NOTES FOR SECTION A -A SPACING L) Q TYPICAL PURLIN, SEE FLOOR sl POST LAMINATIONS PLAN FOR SIZE VOLUME, YD NOTE: 2" X'6" LAMINATE MUST BE A © TRUSS DESIGN BY OTHERS B' X 6' J Z tS3 2' X 6' @ 24' O,C„ 10' BAYS TO THE BOTTOM OF A 2' X 6' @ 24' O,C„ 12' BAYS = p = DF -L #2 GIRTS FLAT @ 24' O. C. HEIGHT OF COLUMN 0 U S4 CONCRETE FOOTING, SEE SCHEDULE _16l 70'-0" _1T_ 12'-0" 0 EXTEND POST TO TOP OF PURLIN • 3.0" L''1 ROOF FASTENED TO PURLINS WITH NO- 10'-0' 1 1/2' LONG WOODFAST TEKS, 8 X 6" W/2' X 6" %' WALLS FASTENED TO Ia _ NO 0 20 _ _ GIRTS WITH 1' LONG 16'-0 8' X 8' WOODFAST TEKS, 1" 2 - 16d NAILS 6", 8" OR 10" POST E NAILING PATTERN FOR JLEE (:KNEEBRACE.;{_CONCRETE SPACING "H" W X D ;; POST LAMINATIONS REQUIRED VOLUME, YD NOTE: 2" X'6" LAMINATE MUST BE A TREATED MEMBER B' X 6' 16" ,__ AND MUST EXTEND TO THE BOTTOM OF THE FOOTING, _10'•0" 10,•0„ -- - 10,•0„ LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN N.T.S. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR DETAIL 2- KNEEBRACE SS TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE SS 4 - 16d GALV, NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/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, TAIL 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. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 pal, 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 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 kai. 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 T0 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 NOTES FOR TRUSS WEB BRACINGI TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS MS 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 lOd NAILS @ 6' O.C.r--40d NAILS @ 6' O.C. X 6' OR 2' X 8' X 4' L -BRACE L -BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, ■ ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS, #10 x 1 1/2' AT 9111C. (NEXT TO HIGH RIB> " EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDE: ■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALEN r FIELD SCREWS, #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB> TRUSS WEB MEMBER TRUSS WEB MEMBER 0 .ASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' @ HOTH SIDES OF EACH MAJOR RI.. SECTION B -B SECTION B -B DIAPHRAGM SCREWS AT INTERIOR TRUSSES AT GABLE END TRUSS ROLMIR IJL I mlxuu¢¢w NOTES FOR FOOTING DETAIL B Sl TREATED POSTS AS SIZED PER SCHEDULE BUILDING SECTION A -A 2 VIBRATE OR ROD CONCRETE TO OBTAIN 3065 MANDOOR OPTION' OPENING Si S3 FULL BEARING N.T,S, UNDISTURBED SOIL S4 S1 OPTIONAL FRONT ELEVATION N.T.S. SINGLE OVERHEAD DOOR OPTIO11 m 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' ❑,C„ 12' BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2''X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT FOOTING DETAIL N.T.S. GABLE END TRUSS -7 E, [.To,mkid ' BOLTING BLOCI 8 - 16d NAILS „ 1 ---CORNER POST - 16d NAILS 2' X 6' X 18' BOLTING BLOCI TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COI_UMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N,T,S. NOTES FOR OPTIONAL FRONT ELEVATIONS SS 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, SS DOUBLE 2' X 6' KINGPOST TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 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 S5 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS SLIDING DOOR OPENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS SAVE LRID PURLDIASNOYR OF ASND 7RLSSCTDPS CHORD, NOTED AH❑VEREWSI TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N,T.S EXPIRES 12/29/05 POST/FOOTING SCHEDULE 12`X24!;SPANS; 80 & 0 PSF:LIVE LOA POST I COLUMN +FOOTING (:KNEEBRACE.;{_CONCRETE SPACING "H" W X D ;; 'B"DIA. "T"'' REQUIRED VOLUME, YD 8-0 B' X 6' 16" ,__ 3-0' NO 0.20 _10'•0" 10,•0„ -- - 10,•0„ 6''X 8" --- . 18" . ;3'-0" - NO-, _ � _16l 70'-0" _1T_ 12'-0" _.._._ 6" X 8" • 3.0" -.. �_ 0.20 18'-_ NO- 10'-0' 14'-0 8 X 6" W/2' X 6" 18 3 -0' _ NO 0 20 _ _ 10 -0 16'-0 8' X 8' 0 24 10 0 20-0' 8 X 90' 3 0 NO _ 027 21" 12-0 84' 6'X6" 22" 3-0 NO 029__ 12-0 10.0" _ 6' X 6'" T.0" _ NO o 29 22' 12-0 _14l-Ow-6"XB'W12 &I 0 20 XB" 22 3-0' _NO NO -029 12-0" 18.0 8" X 8 Wl2 X 8"_ 22'- -3'•0' ANO-- __ - 0.29 12-0 18'-0" "-No- NO -0.28 12'-0' 2O'-0" 8" X I& W/2'' X B" 24"_ 3'-2" -NO- _ _ 0.36 7-b. POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST- COLUMN FOOTING I KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" I REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" 22" T.0" NO _ --- 10-0 10-0 _ B X8' 3-0 TNO _0.29 __. 028 22' 10-0 12'-0' V X 8 Wl2 X 8' 22 _ 29 ib , -r 14'-0' 8' X 8 W12 X 8" _ 22_ _3.0' 3 0" _-NO NO _0.29_____ 0 29 10'-0" 18'-0" 8" X 8" 24' 3'A" NO � 0.38 - __ 10'-0" .......-- 18 -0" -. .---- - 8" X 8 W12" -xvi- -- 24" ,3'•0" _ -- NO_ --- ..-- - --... 10-0 20 0" _ 8"X8 W2 XB' 24" 3-0" _ NO _0.36 -- � 036 _ _ 10'-0" 22'-0" • -. _ -... 8".X 10 WJ2" X 6' --24'-',! 2A" 1___2*T_13'3' ---NO---- - - - NO -- -- 0,36 -70'•0;�- _10'-O" -24'-0" 6" X 12'! .._.. -NO--- _.. 12-0" 8'-0" 8" X 6" 24"T -O" NO 0.36 - 12-0"10-0„ -_. 6"X6"__' ----- -24�� -_3:,Oc- _ --- NO _ 0.35 12.0_ _ 12 A 8' X 8' W/2' X 6" 24' 3'-0' --NO--- x.36_ _ 12-0" 144"_6"X 8" -28" 'T.&_ NO - _ - 0,41-. 12-0" 18'-0" 8"X 10" _ 26" 3'-0" ND -0.41 12-0' -26'4' B X12 26 3'-0 NO __O.41'__ 12 0' 22 -0' 6 X_ 12' W/2 X 8' 28' 3' 2' NO -0.0 0 43 - 12 0" -24,-0" 6" X 12" 26" T.6" - NO --I.-0.48 -- POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST I COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" I W X D "B" DIA. I "T" REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" T -O" NO 0.36 _... - - - 8" X 8'_ -24"_ 24" _ 3'-0'_ - __ NO --... _0.36 10-0 1E 0' _ 8" X 8 W/2 X 8' 24"- 3'-0" NO 10-0 14-0 6" X ell WJ2"X6" 24'' 3-0" _ NO 035 6"X 8 -_ 24" 9 -0" NO - - 10-0' - _-_ _,.41 10'-0". 20'-0" 8"X 10'-0"- 2T -O" 6" X 10" WJ2" X 6" 26" 3'-0" NO 0,41 --10,,0„ 24,,0"" - 8" X 10"W/2" X 8" -. _ 28" . 3,-2" YES -- --- 0.43 12-0"8'-0" 6" X 6" 27" 3'-0" NO 0.44 124' -12-0' _ 104 _ 6"X6 27' 3'-0 _ NO _ 044 12-0 6"X6 _W12" 27'- -3'4'-NO --0.44-- 12 -0'r ­'W -- . -&6"X8 2T:- 3'-0" - NO--- 12-0 4.0';' 18 -0 6;X 8 WX/2 8" 27" -3'.W-' NO _ - ___ 0.44 8" X 10" 27" NO 0.44 _ 12-0"- '20-0 8' X 10' W/2' X 6' V"' -3.0" -.NO---- _ ___O._4 --- 12.0"-_ 2T -V 6' X " - . - . . _ _ 27" 2'- -- NO _ _ 12-0" 1 244 6"X 12' WIT' X 6111 _..3' 3.3" NO _0.47-- 0,49 27' POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 P3F LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" I W X D "B" DIA. "T" REQUIRED . VOLUME, YD 8'4" 6" X 6" 36" T.0" NO 0.41 10-0" 10-0 _ 6 X B _26"_ a'-0_ __ NO_ __ _ 041 10-0 12'-0' 8X8 Wl2'X6" 3'4'_N2____041 28 10-0' 14'A 6 X8'Wl2 XB" 28' 3.0 -'NO _ _6.41 0.41 10'-0" - -. 18'•0" B" X B"" W/2/2" X 8" 28' 3'-0" _ -0.41--- __YES_ NO 10,•0" 18'-0"- 8" X 8"1N12W'X B'' 28'_ 3 -0'' - N� _ _ 3'-0'' NO-_ _ 0.41 10,•0„ - -22'-0" 6"X'W/2'"X B" 10 -28�- -3'•0" NO '._0.41_..- - 10,•0"" 24,.0•0" " 8" X 1" _ --- _ 3'-2" YES -28'" 12-0" 8'.0" 6" X ell 28" T -O" NO 0.47 12-0" _ -_.- 10 0' 8"X-6" -- � 28'_'_3'-0" --NO--- -0.47-- 12-0" '12.0 8' X 8"1N%2" X 8" 28' 3 -0" NO __ - 0.47 1 .- . ..- 14'4;_8" --- X 8" . - 28"- 3'-0" - N0 -- --- 0.47.-_... 12-0" 16'-U" _18 --.------- 8" X 6" W/2" X 8"_ - NO --28 28" _... " 3'-0" 12-0"- -d"_6' -'X 16" 28" _0.47 047 _ NO 12.0 20-0 6 X 10 W/2' X 6' 28' _3-0" Y -O" NO 047 12-0"22-0' 8 X_12' --- 26" 3 2" NO 048 u 0 24-0 8"X 12" W/2" X 8" -3' •2" _ -NO _ 0.67 30' POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE I CONCRETE SPACING . "H" I W X D "B" DIA. "T" REQUIRED VOLUME, YD 101.0.1 _104_"_10-0 V.01,8" X 6" 30" 3'4" NO 0.55 8'X8' NO_ 0.68 10'-0 12-0 -14-0' B XB W/2 XB' 30'3-0' _ NO 066 10 0 8X6';_W12" X 6" 30 3 0 NO 10, .01.16 -0' B X 6' _ _066 30'__3'-0" NO __ 10-0" 200' _2T4;_ 8 X10 - 30 3-0' _0.66 065 10-0' 22-0 8'X10 W/2 XB' 30' 3-0NO ___YES__ 10-0' 24'-V' 6"X 12" W/2" X 6' 30" 3 -0" YES __0,66_ _ 0.58 - 12.0' - __ -. 8-0' 8"X6 32" -0 3" NO 12.0' 10-0 W12 X6"- _0.62 32' 3-0' 12 0' _ _12'-0 8" X 8' W/2" X 8"_- 92" 3'-0" NO 0.82 12.0 14'-0" 8 X 8' 32 3'.0"'_ 3 -0 --NO-- _ ____0.'62__ 0 62 _12-0 184" 8'X8' W/2 X8'_ 32 _ 3-0 NO __ 062 12-0 184 8'.X10 _ 32 3-0 _ 20'70" 8 X 10' W/2 X 6" 32 - 12-0' 3' -d' -'NO _YE$ _062 0 82 12-0" 22'4" -24'-0" 6" X 12 W)2'X 8" 32 3'-2" -NO -0.66-- 12.0"- U-0" 8"X 12"W12" X 6" 32-' - 3'.2" _ -NO --- 0,86 `6,65-- POST/FOOTING POST/FOOTING SCHEDULE 64' TO 80' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" I W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'4" 8'-0" 6" X 8" -O" NO 0.62 - 10'-0" 10'•0" _12'.0" 6" X B" _32"T 32"_ _ 3'-0" _ N0____ _ 0.62 10-0" 8"X-8" W/2" X 6,_:- --NO ..-0.62 -.__ -32" -16,•0„ _-3,-0"- 0 82 NO 10'-0"- - - _18W 6" X 8' W/2" X B" -T-O"__ -O.--. .:N.-0.62 _._.. 32' 10 - -. 18'-0" . 6"X 10" 32" 3'-0" _0.82 -__ NO 10'-0" 20'-0"_ G"X 10"W/2/2'' X 8" -32_ ' 3'-0" YE3 __ __ _ 0.82 10'-0" -- 22'-0" 6" X'10"WJ2'' X 6" -32"- 3'-0" _ 0.62 _ _- NO_ 10'-0"-- 24'-0. - 8" X 12" 32' .- 3'-2" -- YE2 ---- 0.86 12-0" W -D" 6" X 6" 34" X -O" "NO_ 0.70 12-0" - - 10'-0" -- 6"X 8" W/2" X 8" 3'-0'" 34' NO 12-0", --12-0„ - 12'-0" 6" X 8" _0.70 - _ _ 14,-0,' -16'-0" 6" X 8"W/2"X 6"- -34'-- _3'4' _ NO -..- ---0.70 12-0" - 8"X 8" WJ2"XB'' 34" 3'-0" - NO--- 0.70 ' 12.0" - _ - 18'-0 8' X 10" � _ 34' 3'-0" -- _ 0.70 YES 12-0" 20'-0" 8"X 10" W/2" X 8" 34' 3'-0" ANO _.-. � 0.70 12-0 - -... 22-0 6''X12 WJ2'X6" -34" _3-0' _ - NO __ 070 12-0" 24,-0 8"_X 12"WJ2" X 6" 34" 3�-2" - __ No ..-_ - - 0.73 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��II2 TREATED POSTS UP TO 18'-0" WALL HEIGHT, ABOVE 18' WALL HEAT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM�FIR*2 POSTS. S. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 18'-0'. ABOVE 18' 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