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2012, 09-06 Permit App: BLD-2012-1503 Pole Barn Community Development Department (Staff Use Only) J j _.. Permit Center PERMIT SCl '(J ne :- 11703 East Sprague� SpTelok ne Vall) 8y, WA 99206e, Suite B 3 PERMIT FEEMBER: p 1�lsL�l Fax:((509) 688-0037 Valleypermitcenter@snokanevalley.orq RESIDENTIAL CONSTRUCTION PERMIT APPLICATION El NEW CONSTRUCTION El ADDITION/REMODEL X ACCESSORY BUILDING 0 DECK ❑ OTHER SITE ADDRESS: !61i Obs E . R i v e r S i cue_ C(eer1O Cry S, it.)Pt 99©1 ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: AM a 0 (i'mP- 1 / POWell e ADDRESS: 9 (50 5 E . 4 i J e v j i d e__ co CITY: ( .,Pn6 C reS STATE: V A=A ZIP: 91 0 1 PHONE: P..0 8 .---75 - 5015 FAX: CELL: CONTACT NAME: / /� —1 ''7 PHONE: C 0 re y Po Y V Y 1 1 FAX: CELL: pC0 g—/ j - 3(), 8 CONTRACTOR NKME: MAILING ADDRESS: I (loos _ <l y e r3 i d.� CITY: (Ile C i/i a C 1 e STATE: A ZIP: e)61 0 I (ln PHONE: ,f: ..D 5-- )s--L , 50 FAX: CELL: `am CONTRACTOR LICENSE No.: /H EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE US & PROPOSED USE: * gg 31 ' Qo Ie locir v1 fi<� be i -Pd r r pe rsor Gt 1 ****YOU MUST COMPLETE THE FOLLOWING**** MARK NJA IF NOT T A PPLICABLE Height to Peak: Dimensions: . No. of Stories: Total Habitable 0 7 3ox?jlcx t 2-. , Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Base ent SQ Finished Basement SQ I!flPO VA, FT: Ki FT: N `A Garage SQ FT: Deck/Covered Pa io SQ Impervious Surface 30% Slopes on I o O,,o FT: WA Area: lG k, Property: �1 /1 No. of Bedrooms: l'" Construction Type f o (1 Heat Source: N f Sewer or Sep�ic:� (k),r-- TOTAL COST OF PROJECT: $ NO 2.()1Z DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on:a dwelling,the dwelliri wis/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,>rhe City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) ,The 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 n subsequently ap oved before this application cats be processed. Signature / C Date: L-- Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Setbacks to property lines ❑ Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): ❑ Footing sizes and locations o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction, size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes ❑Window well locations if applicable o Brace wall panel locations ❑ Room usage labels o Water heater and furnace locations ❑ Smoke detector locations o Exhaust fan locations ❑Attic and crawl space access locations o Deck or concrete patio sizes and locations o Fire Wall construction ❑ Roof Plan: o Engineered truss direction and spacing o Ridge, eave and valley lines o Rafter and over frame direction, size and spacing ❑ Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection o Sheathing size and type o Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing o Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing O Stairway tread rise &run and nosing 0 Handrail/Guard height &spacing J 4 . SCIMAP NI 5 55173.1705 5173.1705 55173.1707 55173.1706 _---------------- ,..--'47__-------- 9\.? —------- KANE VAL Nj, ‘ 55173.1713 55173.1713 -----------------1 55173.1712 - - 55173.1711 113i° 'I 41/ 1 - 55173.1713 1 it; i 4.--- v ._ 55173.1713 55173.1711 IA\ 1 SPOKAN VAL EY 19005 KANE VAL c..," 0- t \ \9' ' -?)-'1 , 1 ,... i .. ----7 i .... _,— 1 d ----- 1 IC', 2-V 2 -•,` ,../ _ 5 scft 9/0/43-- Rj•Nielii_clelAy- - _ .__ _ Rivee Av .. 27.9 0 13.95 27.9 Feet This map is a user generated static output from an IIIIIMIIMINIIIIIIIIIIMMEIli imm , Internet mapping site and is for reference only. 0 Data layers that appear on this map may or may not be accurate,current,or otherwise reliable. Residential Driveway Spokane ~` PAVING WAIVER ValleCommunity Development- Planning Division 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037 •planning@spokanevalley.org Spokane Valley Municipal Code(SVMC)Section 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. PART I - OWNER INFORMATION OWNER NAME: ©fir v -9 vve I I PARCEL#:%.537 7, /7/- ADDRESS: (CI DD E . ci'i rS/ 6 P CITY: GYit V t C (Q G STATE: W A- ZIP: 99O l L PHONE: FAX: CELL:,X8:--)55' aMAIL: PART Il -DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? ❑ YES [ NO 2. Is the proposed detached structure used for storage only?1'YES ❑ NO 3. Do you plan on using the detached structure to park vehicles? ❑ YES ,'NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? ❑ YES XNO If so, what is the nature of your business? PART III -AUTHORIZATION I,(PRINT NAME) (\nye(' Do We( I owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to the okane Valley Community Development Department, Planning Division, within 30 days. 7-4% /3 Owner i nature Date PART IV - DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT /'/C(.5- SAID ADDRESS FOR PERMIT#: ,81-76 -172C1/0?- /$ (1.1" a/( P ,/1) 9 AV/ PI nnir�gDivision Staff Signature Date Created 6/27/11 Page 1 of 1 10'-0" 30' 0" 10'-0" 10'-0" 21 3 3 / / 10'x10" vv 0.H. DOOR \a 10' 3" H 3'0x6 8 vv //WALK DOOR X / / \ 12'x10' vv 0.H. DOOR 12' 3" PLAN VIEW -'-SCALE: 81"=1 0 0 co 0 0 60N. Court, P0Fll RI 83,154 PHONE ,11,77,1:8370 SCHEDULE OWNER COREY POWELL BUILDING SIZE 30'x36'x12' BAY SPACING 12' LEAN—TO SIZE N/A LEAN—TO BAY SPACING N/A SNOW LOAD 40 PSF WIND SHEAR 90 MPH PRESSURE TREATED POST SIZES MAIN TRUSS POSTS 6x6 GABLE END POSTS 6x6 DOOR POSTS 4x6 LEAN—TO/SHED POSTS N/A PRE—BUILT ENGINEERED TRUSSES ROOF PITCH 412 BOTTOM CHORD LOAD BEARING N/A WALL CONSTRUCTION I x ISTND (COMM GIRT SIZE 2x6 ® 24" O.C. INSULATION N/A SHEETING N/A SIDING 29 GA. METAL ROOF CONSTRUCTION PURLIN SIZE 2x8 © 24" 0.0. INSULATION N/A SHEETING - 7/16" 059 ROOFING 29 GA. METAL OVERHANG N0. DIM. GABLES 0 N/A EAVES 0 N/A FLOOR CONSTRUCTION CONCRETE AREA N/A THICKNESS N/A REINFORCEMENT N/A DATE: 9/6/12 PLOT DATE: 9/6/12 PROJ. # 12003PF-025 ': SCALE: AS SHOWN PO #: 24891 '. DWG #: 12003PF-025 OWNER: CLIENT: COREY POWELL BADGER BUILDING CENTER 19005 E. RIVERSIDE P.O. BOX 2950 GREEN ACRES, WA 99016 POST FALLS, ID 83877-2950 DRAWN BY: as S1 GENERAL NOTES AND SPECIFICATIONS 1. THE SITE PLAN SHOWING THE LOCATION OF THIS BUILDING ON THE PROPERTY IS NOT INCLUDED HEREIN. IT SHALL BE THE RESPONSIBILITY OF OTHERS TO DEMONSTRATE THAT THE BUILDING IS LOCATED PROPERLY ON THE PROPERTY WITH REGARD TO LOCAL ZONING AND FIRE SEPARATION REQUIREMENTS. 2. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), STATE AND LOCAL SPECIALTY BUILDING CODES, AND GOOD ACCEPTED PRACTICES. IN THE EVENT OF ANY CODE CONFLICT, THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. THE ENGINEER SHALL BE MADE AWARE OF ANY SUCH CONFLICT. OCCUPANCY OF THIS STRUCTURE IS AS A UTILITY STRUCTURE, (U). 3. DESIGN LOADS USED FOR THIS BUILDING INCLUDE THE FOLLOWING A. ROOF LIVE LOAD OF 40 PSF WITH A ROOF DEAD LOAD OF 5 PSF (UNLESS OTHERWISE SPECIFIED). B. NO CEILING LIVE LOAD AND NO CEILING DEAD LOAD (NOT BOTTOM LOADED). C. HOIST OR CRANE LOADS ARE NOT APPLICABLE. D. MAXIMUM WIND SPEED IS 90 MPH, EXPOSURE "B" AND SEISMIC CATEGORY C HAS BEEN USED. E. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF (UNLESS OTHERWISE NOTED). NOTE: SOIL BEARING PRESSURE IS BASED UPON SANDY OR GRAVEL (GW & GP) SOILS. SUBSTANDARD SOIL CONDITIONS WILL REQUIRE INSPECTION AND FOOTING ADJUSTMENT BY THE ENGINEER. SINCE THE ENGINEER DOES NOT USUALLY PERFORM SITE INSPECTIONS, IT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO INFORM THE ENGINEER OF ANY DETRITUS OR SUBSTANDARD SOIL CONDITIONS. 4. CONCRETE SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH 2500 PSI. RECEIPTS FROM THE SCALE MASTER OF THE VENDOR SHALL BE PRESENTED TO THE CONTRACTOR AT THE END OF EACH WORK DAY. CAST—IN—PLACE CONCRETE CONSTRUCTION, MATERIALS, AND PROCEDURES SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE SECTION 381-89. 5. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPD LB -22. POSTS SHALL BE NO. 2 HEM—FIR OR BETTER IN ACCORDANCE WITH WWPA GRADING RULES. 6" X 8" POSTS MAY BE CONSTRUCTE0 OF A 6" X 6" WITH FULL LENGTH 2" X 6" PLATE LAMINATED TO F0'"T INTERIOR. 8" X 10' POST MAY BE CONSTRUCTED OF 8" 0 8"a. WITH FULL LENGTH 2" X 8" PLATE LAMINATED TO INSIDE FACE OF POST. NAIL LAMINATE WITH (3) 168 NAILS AT 12" 0.C. STAGGERED AS MUCH AS IS PRACTICAL. 6. LUMBER USED FOR STRUCTURAL,. MEMBERS SHALL BE DOUGLAS FIR—LARCH, N0. 2 OR BETTER ACCORDING TO WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES MAXIMIJM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. HEMLOCK-FIRMAY BE USED FOR NON—STRUCTURAL FRAMING SUCH AS BLOCKING OR DRYWALL BACKING. 7. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE, AND OTHER `i.APEX ,ICABLE SECTIONS OF THE IBC, UNLESS OTHERWISE SPECIFIED HEREIN." GIRT NAILING SHALL CONSIST OF (3) 16d GALVANIZED NAILS PER CONNECTION. ALL CONNECTIONS TO PRESSURE TREATED LUMBER' SHALL BE OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. 8. ALL SHEET METAL SHALL BE INSTALLED USING METAL SCREWS AT 9 INCHES ON CENTER (ONE SCREW PER RIB). ROLLED STEEL PRODUCTS (RSP) 6W10 (1—f NCH)SHALL BE USED WITHOUT VINYL BACK INSULATION AND 6W15 (1 1/2—INCH)SHALL BE USED WITH INSULATION. CONSULT ENGINEER FOR OTHER LAMINATED PRODUCTS WITHIN THE WALL ASSEMBLY. 9. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BETTER, GRADE II. METAL PANELS SHALL BE DELTA RIB—STYLE GALVANIZED, MINIMUM 29 GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED WITH GALVANf ZED GASKETED METAL—TO—WOOD 1" SCREWS IN PRE—DRILLED HOLES. PANELS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 10. ANY BACK FILLED SOIL BENEATH SLABS SHALL BE COMPACTED TO 95% RELATIVE DENSITY AS DETERMINED BY ASTM 1557,r METHOD D. 11. TRUSSES SHALL BE DESIGNED BY AND BEAR `IHE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE- 13 fWH1CH THE BUILDING IS TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS SHALL BE DELIVERED TO INLAND NORTHWEST COKISUJTANTS PRIOR TO GER TIFICATE OF OCCUPANCY. 12. TRUSS WEB BRACING I'7 NOT SHOWN ON THESE PLANS. WEB BRACING, IF REQUIRED IS A:CRI KCAL ELEMENT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY INSTALL ANY SUCH BRACES SHOWN ON THE TRUSS SHEETS PROVIDED BY TRUSS MANUFACTURER 13 THE DETAILS SHOWN ON THESE PLANS COVER A VARIETY OF OPTIONS WI-IC8' MAY OR MAY NOT APPLY TO THIS SPECIFIC BUILDING. IT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO KNOW AND UNDERSTAND WHICH DETAILS APPLY AND HOW THEY ARE RELATED TO ONE ANOTHER. 14. INLAND NORTHWEST CONSULTANTS SHALL NOT BE RESPONSIBLE FOR ANY LOSS OF PROPERTY OR ANY PERSONAL INJURY AS A RESULT OF THE USE CF THESE PLANS FOR THE CONSTRUCTION OF ANY STRUCTURE DURING CONSTRUCTION OR AFTER COMPLETION. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY TO EXERCISE CAUTION DURING CONSTRUCTION AND AFTER COMPLETION_ 15 IN THE EVENT OF A CONFLICT BETWEEN THE GES$ NOTES AND THE SCHEDULE OR SITE SPECIFIC PLAN,' THE GFE3ACIJ HALL BE SUPERSEDED. HGRTHWEST 609 N. (4 •nr, 6,,,ert., Suite 7 P,90.8: Idaho 83854 DATE: PROJ. # PO #: 9/6/12 PLOT DATE: 9/6/12 12003PF-025 24891 OWNER: COREY POWELL 19095 E. RIVERSIDE GREEN ACRES, WA 99016 DRAWN BY: SLS SCALE: AS SHOWN DWG #: 12003PF-025 CLIENT: BADGER BUILDING CENTER P.O. BOX 2950 POST FALLS, ID 83877-2950 S2 DIMENSION PER PLAN PER PLAN PER PLAN PER PLAN OUT TO CENTER CENTER TO CENTE OUT TO CENTER ' TRUSS DESIGN BY OTHERS CUT POST AT TOP OF BOTTOM CHORD AND PROVIDE 2x6 DIAGONAL BRACE FROM TTOM CHORD OF GABLE ENT TRUSS TO P CHORD OF INTERIOR TRUSS. LOCATE ACES 6 MIDDLE POST. FASTEN EACH BRACES TRUSSES PER MFG'S RECOMMENTAIONS OVERHEAD DOOR ROUGH OPENING 11'6" MAX (12' BAYS) 9'6" MAX (10' BAYS) 3'0"x6'8" WALK DOOR ROUGH OPENING TYPICAL EA VE ELEVATION SCALE NTS PURLINS PER PLAN 12 DIMENSION PER PLAN 2x10 HEADER 'SPA GREATER ' THEN ' 12 2x8 JAM, PLATE OVERHEAD DOOR (PER PLAN) B ' � CONCRETE FOOTING PER SCHEDULE ROOF PITCH PER PROJECT SPECIFIC SCHEDULE 2x6 GIRTS 9 2' 0.C. (TYP) PT BOTTOM (TYP) NAILER TO BE PROVIDED BY TRUSS COMPANY FOR SECURING METAL 0 24 - 0. C. PRE BUIL%. ENGINEERED TRUSS 8Y OTHERS'.,. S GIRTS PER PLAN POST PER PLAN 2x6 PT BOTTOM GIRT TYPICAL GABLE ELEVATION SCALE NTS PURLINS PER PLAN BUILDING DIMENSION LINE, MEASURED FROM OUTSIDE OF POST TO OUTSIDE OF POST TYP. 4" OVERHANG 61/92', ('ngnr ROOFING PER PLAN 0 0 50 m= 0 O > m 0 w = 0 0 oa CC0 U5- 0o LA~ 52 21 w EXTERIOR SIDING PER PLAN L _I TRUSS POST PER PLAN PER PLAN PRE—BUILT ENGINEERED TRUSS (BY OTHERS) IMENSION CLARIFICA TION SCALE: NTS GABLE END POST PER PLAN DATE: 9/6/12 PLOT DATE: 9/6/12 PROJ. # 12003PF-025 PO #: 24891 DRAWN BY: SLS OWNER: COREY POWELL 19005 E. RIVERSIDE GREEN ACRES, WA SCALE: AS SHOWN DWG #: 12003PF-025 CLIENT: BADGER BUILDING CENTER P.O. BOX 2950 POST FALLS, ID 83877-2950 S3 u n TO BR TO ■— • 2x6 HEADERI Imi v % 2x8 HEADER SPANS H 12' OR LESS 1 1 1 —' I2x6 j ; GIRT OVERHEAD DOOR ROUGH OPENING 11'6" MAX (12' BAYS) 9'6" MAX (10' BAYS) 3'0"x6'8" WALK DOOR ROUGH OPENING TYPICAL EA VE ELEVATION SCALE NTS PURLINS PER PLAN 12 DIMENSION PER PLAN 2x10 HEADER 'SPA GREATER ' THEN ' 12 2x8 JAM, PLATE OVERHEAD DOOR (PER PLAN) B ' � CONCRETE FOOTING PER SCHEDULE ROOF PITCH PER PROJECT SPECIFIC SCHEDULE 2x6 GIRTS 9 2' 0.C. (TYP) PT BOTTOM (TYP) NAILER TO BE PROVIDED BY TRUSS COMPANY FOR SECURING METAL 0 24 - 0. C. PRE BUIL%. ENGINEERED TRUSS 8Y OTHERS'.,. S GIRTS PER PLAN POST PER PLAN 2x6 PT BOTTOM GIRT TYPICAL GABLE ELEVATION SCALE NTS PURLINS PER PLAN BUILDING DIMENSION LINE, MEASURED FROM OUTSIDE OF POST TO OUTSIDE OF POST TYP. 4" OVERHANG 61/92', ('ngnr ROOFING PER PLAN 0 0 50 m= 0 O > m 0 w = 0 0 oa CC0 U5- 0o LA~ 52 21 w EXTERIOR SIDING PER PLAN L _I TRUSS POST PER PLAN PER PLAN PRE—BUILT ENGINEERED TRUSS (BY OTHERS) IMENSION CLARIFICA TION SCALE: NTS GABLE END POST PER PLAN DATE: 9/6/12 PLOT DATE: 9/6/12 PROJ. # 12003PF-025 PO #: 24891 DRAWN BY: SLS OWNER: COREY POWELL 19005 E. RIVERSIDE GREEN ACRES, WA SCALE: AS SHOWN DWG #: 12003PF-025 CLIENT: BADGER BUILDING CENTER P.O. BOX 2950 POST FALLS, ID 83877-2950 S3 TRUSS TOP CHORDS (BY OTHERS) (SEE SEPARATE DETAIL FOR POST CONNECTION) SIMPSON LU HANGERS (TYP) 2x BLOCKING (CONTINUOUS OPTIONAL)4, 0 ,44S4. 1P1 AO 411111111111111111bTRUSS BOTTOM 'N'1414411411, 4,, CHORDS �� PURLINS PER PLANS (TYP) 110011 141\so, POST PER PLAN PURLIN CONNECTION SCALE: NTS TRUSS TOP CHORDS BY MANUFACTURER TRUSS MANUFACTURER'S TRUSS PANEC.PLATE '0 MACHINE BOLT e� 16d AS REQUIRED FOR POSITIONING TRUSS BOTTOM CHORDS BY MANUFACTURER; NOTCH POST AS NECESSARY TO PROVIDE FULL TRUSS SEAT POST (PER PLAN) TR USS/POST CONNECTION SCALE: NTS POST PER PLAN PUNCH PAD DETAIL NOTE: _1. FOOTING TO REST ON UNDISTURBED NATIVE SOIL, OR ENGINEERED FILL COMPACTED TO 95% RELATIVE DENSITY, OR a' AGGREGATE ROAD BASE. 2. ANY LOSE MATERIAL SLOUGHED INTO HOLE SHALL BE REMOVED PRIOR TO POUR. 3. WALK DOOR POST FOOTINGS TO BE 24"x 24" DEEP. 4. DIMENSION "8" MAY BE DIAMETER OR SQUARE. DIMENSION "D" DOES NOT INCLUDE SLAB WIDTH. 5. BUILDING SPANS GREATER THEN 48' REQUIRE PUNCH PADS INSTALLED IN FOOTINGS (PER DETAIL SHOWN). 6. SITE HAS BEEN INSPECTED BY ENGINEER OR RECORD. THE SOILS ARE FREE FROM EXPANSIVE CLAYS, AND DO CONSIST OF MINOR SILT, SANDS AND GRAVEL. A SOIL BEARING PRESSURE OF 1,500 PSF IS USED HEREIN. FOOTING SCHEDULE FOOTING DIM "B" DIM "D" PUNCH PAD MAIN TRUSS POST FOOTINGS 2" 6" 4" 0" NO GABLE END POST FOOTINGS 2' 0 3' 0" NO LEAN-TO POST FOOTINGS N/A N/A NO ADDITIONAL POSTS (IF APPLICABLE) FOOTING "A" N/A N/A NO FOOTING "B" N/A N/A NO FOOTING "C" N/A N/A NO ADDITIONAL POSTS DO NOT APPLY 1, FOOTING DETAIL/SCHEDULE 609 N. ('i'6,,'0 , SCALE: NTS DATES' 9/6/12 PLOT DATE: 9/6/12 DRAWN BY: SLS PROJ. # 12003PF-025 POI: 24891 OWNER: COREY POWELL 19115 E. RIVERSIDE GREEN ACRES, WA 99016 SCALE: AS SHOWN DWG #: 120038F-025 CLIENT: BADGER BUILDING CENTER P.O. BOX 2950 POST FALLS, ID 83877-2950 S4