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2004, 10-28 Permit App: BLD-04-08051 GarageTHIS IS NOT A PERMIT " ,,,,� Penalties will be assessed for I n commencing work without a permit JL ,„/*Valley ACCESSORY BUILDING 11707 E. Sprague Ave., Suite 106 Spokane Valley, WA 99206 Application #: BLD -04-08051 Job Address: 14103 E OLYMPIC AVE Applied: 10/28/2004 SPOKANE WA 99216-1425 Issued: Description: 30 X 40 DETATCHED GARAGE Expires: 04/26/2005 Subdivision: Lot: Bilk: Parcel No: 46353.1205 Zoning: Owner: ALLEN LARNED Applicant: JAN BLIZZARD Phone: (208) 777-7290 Address: 3635 COVINGTON AVE POST FALLS, ID 83854 Contractor: STEEL STRUCTURES AMERICA INC Phone: (800) 833-9997 Address: PO BOX 895 Lic No: STEELSA044BD POST FALLS ID 83877 General Information: Fees: VALUATION 22800 BASIC PERMIT FEE 363.25 BUILDING HEIGHT TO PEAK 16 WSBCC SURCHARGE 4.50 DIMENSIONS 30 X 40 Total Calculated: 367.75 COST OF PROJECT 16050 Deposits/Receipts: 0.00 # OF STORIES 1 FRONT SETBACK 80 Total Due: 367.75 REAR SETBACK 10 LEFT SETBACK N/A RIGHT SETBACK 5 FLANKING SETBACK 77 OCCUPANCY GROUP u-1 CONSTRUCTION TYPE 5-b STRUCTURES ON PROPERTY 2 CURRENT PROPERTY SIZE 15565 CURRENT PROPERTY USE UR -3.5 SERVED BY SEPTIC SYSTEM no WELLS LOCATED ON PROPERTY no CITY OF SPOKANE VALLEY APPROVED FOR SUBMITTAL Building Planning 14 r-7 6 Public Works—� ' THIS IS NOT A RECEIPT LV/ LVV� VV. OCT 28 0-004 09:42 FR i e� ;wOMBey .11707 E. Sprague Ave., Suite 106 Spokane Valley, WA 99206 Jots Address: 1410.3 E OLYMPIC AVE SPDXANE WA 99216-1425 Description: 30 X 40 DECATCHED GARAGE 5ubdlvision: Owner. ALU' --'N LARNED Applicant: JAN bLIZZARD Addrats: 3635 COVINGTON AVE POST FALLS. ID 83864 Contractor: STE@`L STRUCTURES AMERICA INC Address: PO BOX 895 0088 FALLS 10 83877 ...•. L Vi/ Vi TO 3241567 P,01/02 THIS11S NOT A PERMIT Penalties will be assessed for ' commenncing work without a permit Z S1,�ILDING Lot; BIk: Llc Applioation #: BLD -04-08051 Applied: 10/20/2004 Issued: Expires: 04/28/2006 Parcel No: 4$353.1:105 Zoning! (208)777.7290 i (800) 8339997 STEELSA044BD Gsnoral lMormationx VALUATION 22800 9A 1�� 1C PEFeMIT FEE 363.25 BUILDING HEIGHTTO PEAK 16 WS CC SURCHARGE 4.60 DIMENSIONS 30 X 40 COST OF PROJECT 16050 Total Calculeted: 367.75 # OF STORIES 1 Deposits/Rerelpts: 0.00 FRONT SETBACK kEAR SETBACK SO 10 Total Due: 367.75 LEFT SETBACK NIA RIGHT SETBACK 5 FLANKING SETBACK 77 OCCUPANCY GROUP U-1 CONSTRUCTION TYPE 5-b STRUCTURES ON PROPERTY 2 CURRENT PROPERTY SIZE 15565 CURRENT PROPERTY USE U".5 SERVED BY SEPTIC SYSTEM no WE!:LS LOCATED ON PROPERTY no emr APPA Building Planning Put& W FOR v THIS IS NOT A I ECRIPT 5093241567 PAGE.01 a to �7, L C j LC" V'-4 y6 3 5 3 . IZOS This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct representation of the proposal. Ail known property lines/dimensions, curb lines, structures and easements have been identified. Also indicated are wetlands, bodies of water, steep slopes or other critical areas. Signed: Date: ADDRESS � J t ()' 4P l C ZONE ROAD WIDTFj,, FRONT � REVIEWED BY IJ C.FF 6' a " " 77 J m M I , < M I SR' � I � a to �7, L C j LC" V'-4 y6 3 5 3 . IZOS This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct representation of the proposal. Ail known property lines/dimensions, curb lines, structures and easements have been identified. Also indicated are wetlands, bodies of water, steep slopes or other critical areas. Signed: Date: ADDRESS � J t ()' 4P l C ZONE ROAD WIDTFj,, FRONT � REVIEWED BY IJ C.FF 6' 05 2004 01:49PM :5092767935 FROM :CJ LINDQUIST ** 10'Sgdd "Id1O1 ** i ,i2� f:1 tot 0i4 f40r • • 7 1 SR' J 5D eci ir ev 47' • (.-- 0,� �rot ,4ve • --� )5;646' Si of 5 AIWA_ 1764,crs 4f- q6353. /Z05 TMs We plan Is bsSg arbeeNltrd Sof en purpose o! otOsinitg a buiidng Wm* sin! Is a true and carracr repeeeenlaRiers al the impanel A ktowr property linesfchi+emelarra,cols Met, avows, Vd is have barn Hotrolled. Also Hrdcalsd we (ends, bodies of s a ;,'. asea. 1 f9 Z kil o¢ O a A 02 ft.) M i0 ko N fv cn C) won 103 E-olytpl `c Ate -1 zoNE °T' 4iM& `D, REVIEWED SY e.0 r r j o-Yke 140 v m to in cv m m tn D 0 z OWNER/APPLICANT INFORMATION 0 Indicate who should be conlacled repardinp this h4ect C3 Owner. A., Phone: 5-07- �3-0,37Z pplicant Phone:208'777-7996 Building height to peak F= 6TZ202'*�l iMailing Unfinished basement sq. ft. Mailing Address: je�O-A Total habitable space 2nd t1oor sq. ft. ddress: 511V -3 '�– zazzz7� Z�zzz 44E - City, State, Zip City, State, Zi P Construction type Garage sq. ft. Deck sq. ft. C31 Contractor Cost of pr OWNER/APPLICANT INFORMATION 0 Indicate who should be conlacled repardinp this h4ect C3 Owner. Phone: 5-07- �3-0,37Z pplicant Phone:208'777-7996 Building height to peak F= 6TZ202'*�l iMailing Unfinished basement sq. ft. Mailing Address: je�O-A Total habitable space 2nd t1oor sq. ft. ddress: 511V -3 '�– zazzz7� Z�zzz 44E - City, State, Zip City, State, Zi P Construction type Garage sq. ft. Deck sq. ft. C31 Contractor Cost of pr Phone ZdV0777-7'W C3 Architect/Engineer Phone Fax Mailing address— -5;,l Mailing address City, tate Zip '�T City, State Zip PWA' j State wg�n Contact name: PROJECT INFORMATION k? "t, Building height to peak # of stories Main floor sq. ft. Unfinished basement sq. ft. Dimensions Total habitable space 2nd t1oor sq. ft. Finished basement sq. ft. Occupancy group Construction type Garage sq. ft. Deck sq. ft. 9 Cost of pr Heat source (electric, gas, etc.) `'` IGM: What is the current property size? Length: What is the square footage of the sign How high is the sign? is the current use of this property? Ifyes, identi on site plan O Yes CrNo Is your property in a designated wildlife habitat area? face? O Don't know O Yes CYN0 Year. % -' Make: # of signs Area of existing signs Are there any wetlands, streams or ponds within 200et of the property? Is there evidence of fill or excavation on the property? Ifyes, identi on site plan C7 Yes Lel No O Yes o Are there slopes greater than 30% on the property? (30 ft in 100 ft) Are critical or hazardous materials used or stored on site? O Yes IV No 1 O Yes 9 No Rft3C�0i2 g S> �� Previous address Fire Sprinkler - Tent / Paint booth _ Fire Alarm - Fireworks display Proposed use AnnTTInVAT. CTTR TTQ1R(111?MA`TT(1N Are there structures on the property? Yes O No What is the current property size? Ifyes, identi on site plan (square feet or acres Is any part of the property within 250 feet of a sborelooWhat is the current use of this property? Ifyes, identi on site plan O Yes CrNo Is your property in a designated wildlife habitat area? Will the site be served by a septic system? es O No O Don't know O Yes CYN0 Is any part of the property within a 100 yr flood plain? Are or will there be wells located on the property? Ifyes, identify on site plan Ifyes, identij on the site plan O Yes No C3 Maybe O Don't know O Yes No Are there any wetlands, streams or ponds within 200et of the property? Is there evidence of fill or excavation on the property? Ifyes, identi on site plan C7 Yes Lel No O Yes o Are there slopes greater than 30% on the property? (30 ft in 100 ft) Are critical or hazardous materials used or stored on site? O Yes IV No 1 O Yes 9 No DEPARTMENT USE ONLY METHOD OF PAYMENT YM ❑ CASH ❑ CHECK ❑ � ❑ � ❑ FAXED PERMITS WILL ONLY BE ACEPTED WITH PAYMENT OF A MAJOR CREDIT CARD DATE: EXPIRES: BANKCARD NUMBER: AUTHORIZED SIGNATURE: Job Name: BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL 240OF 2.OE 1 0 2 12 2700 5.50' 2.88' BC 2x6 DFL 240OF-2.OE 2 29. 9. 4 2700 5.50' 2.88' WEB 2x4 DFL #1 BRG REQUIREMENTS shown are based ONLY 2x4 HF 240OF-2.OE 2 7, 9-4 on the truss material at each bearing lowables are Number shear er NDS. a1 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any Fabricate, handle. install OT loaded for 10 PSF non coD ncurrnt BCLL MAX DEFLECTION (span) : due to sufficient total access from below. ASCE7 98 SNOW LOAD DESIGN CRITERIA: L/999 IN MEM 8.9 (LIVE) D= 0.07' T= -0.42' Pg = 30 psf, Ce = 1.0, 1 = 1.0, Ct = 1.10 L= .0.35' Designed for an agricultural building 'ANSI/TPI 1', WTCA V - Wood Truss Council of America Standard Design ResponsiNlities,'BUILDING COMPONENT SAFETY INFORMATION' - application. Truss ID: T06 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available documents such as ICBO #1607. NOT loaded for 200 Ib non -concurrent moving BCLL due to sufficient total access from below. This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00' 0. 0- 0 30. 0- 0 BC 120.00' 0 0- 0 30. 0. 0 UPLIFT REACTION(S)' Support C&C Wind Non Wind 1 -685 lb 2 -685 lb This truss is designed using the ASCE7.98 Wind Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 30.00 ft, Bldg Width = 36.00 ft Mean roof height = 14.79 It, mph = 90 TPI Low Hazard, Dead Load = 3.6 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area = 150 sgft 15-0-01 15-0-0 1 r 1 2 3 4 5 4.00 6-6 4.00 30-0-0 6 7 8 9 10 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. 5-7-1 SHIP O -L-1 ® WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. II has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Cust: S.S.A WO: Drive_E_c2524_L00006_JO0001 Dsgnr: CLP Chi(: TC Live 30.00 psf DurFacs L=1.15 P=1.15 T R U S WA L is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 5.00 psf Rep Mbr Bnd 1.00 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any Fabricate, handle. install BC Live 0.00 O.C.Spacing 5-0-0 ® SYSTEMS environment that will cause the moislure content of the wood to exceed l9%and/or cause connector plate corrosion. and brace this buss in accordance with the following standards.'Jcint and Cutting Detail Reports' available as oulput from Truswal software, psf BC Dead 1.00 psf Design Spec IBC 'ANSI/TPI 1', WTCA V - Wood Truss Council of America Standard Design ResponsiNlities,'BUILDING COMPONENT SAFETY INFORMATION' - 1101 N. Great S. W. Pkwy., Arlington TX 76011 (BCS( 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 563 D-Onofrlo Drive, Madison, TOTAL 36.00 psf Seqn T6.4.12 66184 Wisconsin 53719, The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. NOTE; QUAD C TRUSSES TO 1 2x24' CLEATS WITH (8) 20d NAILS. (2) THROU 8' / TRUSS TOP CORD SEE fLTRUSS BOTTOM CHORD USE 2x BLOCKING FOR THROUGH BOLTS TOP AND BOTTOM CHORDS 6 EA SIDE E 0 45' HROUGH BOLT 8' b BOLTS WASHERS LONG KNEE BRACE TRUSS TOP CORD BOTTOM - 2x6 EA. E SIDE 0 4 J EACH SIDE - EA , END BRACE l N.T.S. NOTE: SEE PLAN FOR LOCATION AND APPLICABILITY. TRUSS MANUFACTURER TO BE INFORMED OF BRACES. BOND �2 1/2' MIN.(VARIES WITH POST SIZE) BAY WIDTH- J 24' MAX. 16D TOENAIL 1 I 2x6 BLOCKING BETWEEN P UNS PRE DRILL 1/4' DIA. PILOT HOLES EA. PURUN (CONMUOUS OPTIONAL) PURUN NOTCH POST AS NECESSARY TO 86" DEEP. WALK DOOR FOOTINGS TO BE PROVIDE FULL TRUSS SEAT - BOTTOM CHORD TRUSS BY MFG. WOOD POST (SEE SCHEDULE) ZTEUNDISTURBED SEE PLAN FOR LOCATION C MALTTME SDR, OR E SRL COMPACT- GG 95AT - 2-0 3-8 ELATI E RELATIVE ROUTINE DENSITY, E OR 3/4' ALTO Fx1SCIA ' TION BIS- FOR SPANS UP ro 47i MURIRN. FOR Air TYPICAL TRUSS /COL S "MOVEM48917 CONCRETE UNDER POST MR 2-6 4-6 Fol FOOTING DETAIL :ONNECTION END VIEW 3-16D TOP/HRA CHORD N.TS N.TS NOTE DIMENSION 'B' MAY BE OLALIETER OR SQUARE 2 18D TOE NAR. PER PURUN GABLE TRUSS PLATE TO PT. . BOTTOM GIRT (1) 5/8.0 MACHINE BOLT FINISHED FLOOR - OR 30d NMS ELEVATION WITH SLAB SL6PE TO ppp1N (2) 5/8.0 CARRIAGE BOLTS OR 0 ENDWALL POST OR 30d NAILS n 1— $LAB THICKN PER PLAN A� APPROXIMATE CARRIAGE BOLT O 0 CORNER POST OR 30d NAILS FINISHED GRADED F--- 1 ' B . 1 . • NISHED FLOOR ... , ELEYAnON WITHOUT SLAB . 7— i .t i 1" fA1H PON ADHESIVE GIRT - •1 i • 1 POST, GIRT, & WALL ASSEMBLY. 2x6 SUPPORT CLEAT L'1 NAILS O 12' O.C. LEAVE 2' '.'I INTO CONCRETE 2x BLOCK WIDTH AWAY i. e �• 1 1 I INTO CONCRETE. TO MATCH POST •b',' PT fORM/SCREED BOARD i b •. -+ • i •„2x8 1 I BETWEEN POST. SUPPORT' WITH CLE OR CMYEL l 1 It 1 TEMPORARY OUTRIGGERS PRIOR AM. THIS DETAIL MAY BE I ' . 1 TO POUR. FINISHED I•,, ' •L _ J. • 1..... FOOTING PER PIAN USED ONLY W/ ENDWALL I, b.. •. • ►'...1 NOTE SUPPORT GIRIS AT MID SPAN UNTIL ALL METAL POST 0 BLDG. RIDGE NOTE: THIS DETAIL DOES NOT APPLY UNLESS SPECIFICALLY CALLED OUT ON PLAN TIONAL ENDWALL W/ OVERI- /DCI DIMENSION—CLARIFICATION N.T.S. TOP CHORD TRUSSES BY MFG. J TRUSS MFG.'S TRUSS PANEL PLATE .S. TYP. 30D SPIKE INTD POST. •. ' • •• �. PRE DRILL 1/4' DIA. PILOT HOLES NOTE: TBIS DETAIL FOR TRUSS AND RAFTER POSTS �• (CONMUOUS OPTIONAL) GABLE END FOOTINGS TO BE 24"0 BY NOTCH POST AS NECESSARY TO 86" DEEP. WALK DOOR FOOTINGS TO BE PROVIDE FULL TRUSS SEAT 24"0 BY 24" DEEP. • b . BOTTOM CHORD TRUSS BY MFG. WOOD POST (SEE SCHEDULE) ZTEUNDISTURBED SEE PLAN FOR LOCATION C MALTTME SDR, OR E SRL COMPACT- GG 95AT - 2-0 3-8 ELATI E RELATIVE ROUTINE DENSITY, E OR 3/4' ALTO - .. 1 -6 -0 2'-0' 4'-0' ' TION BIS- FOR SPANS UP ro 47i MURIRN. FOR Air TYPICAL TRUSS /COL S "MOVEM48917 CONCRETE UNDER POST MR 2-6 4-6 Fol FOOTING DETAIL :ONNECTION END VIEW ELEVATION WITHOOUTED SLAB N.TS N.TS NOTE DIMENSION 'B' MAY BE OLALIETER OR SQUARE 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 PROPERTYWITHREGARD TO LOCAL ZONING AND FIRE SEPARATION REQUIREMENTS. _ 2. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 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. B. NO CEIUNG LIVE LOAD AND NO CEIUNG DEAD LOAD (NOT .BOTTOM LOADED). C. HOIST OR CRANE LOADS ARE NOT APPUCABLE D. MAXIMUM WIND SPEED IS 75 MPH, EXPOSURE 'B' AND SEISMIC CATEGORY C HAS BEEN USED. E. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF. 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, R 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 CONSTRUCTED OF A 6' X 6' WITH FULL LENGTH 2' X 6' PLATE LAMINATED TO POST INTERIOR. 8' X 10' POST MAY BE CONSTRUCTED OF B' X B' WITH FULL LENGTH 2' X 8' PLATE LAMINATED TO INSIDE FACE OF POST. NAIL LAMINATE WITH (3) 16d NAILS AT 12' O.C. STAGGERED AS MUCH AS IS PRACTICAL 6. LUMBER USED FOR STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR -LARCH. NO. 2 OR BETTER ACCORDING TO WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. HEMLOCK -FIR MAY BE USED FOR NON-STRUCTURAL FRAMING SUCH AS BLOCKING OR DRYWALL BACKING. 7. NAIUNG SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE, AND OTHER APPLICABLE 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. B. ALL SHEET METAL SHALL BE INSTALLED USING METAL SCREWS AT 9 INCHES ON CENTER (ONE SCREW PER RIB). ROLLED STEEL PRODUCTS .(RSP) SW10 (1-INCH)SHALL BE USED WITHOUT VINYL BACK INSULATION AND 6W15 (1 1/2-INCH)SHALL BE USED WTIN INSULATION. CONSULT ENGINEER FOR OTHER LAMINATED PRODUCTS WITHIN THE WALL ASSEMBLY. 9. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BETTER, GRADE R. METAL PANELS SHALL BE DELTA RIB -STYLE GALVANIZED, MINIMUM 29 GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED WITH GALVANIZED 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, METHOD D. 11. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS SHALL BE DELIVERED TO INLAND NORTHWEST CONSULTANTS PRIOR TO CERTIFICATE OF OCCUPANCY. 12. TRUSS WEB BRACING IS NOT SHOWN ON THESE PLANS. WEB BRACING, IF REQUIRED IS A CRITICAL 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 WHICH 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 PERSONA. INJURY AS A RESULT OF THE USE OF THESE PLANS FOR THE CONSTRUCTION OF ANY STRUCTURE DURING CONSTRUCTION OR AFTER COMPLETION. IT SHAT BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY TO EXERCISE CAUTION DURING CONSTRUCTI AND AFTER COMPLETION, MAIWACTURED TRUSS TOP 84Y•- SPACING CHORDS DESIGN BY TRUSS .S. MATUFACNRER. L 2x BIOCIONG YES NO YES NO YES NO YES NO YES (CONMUOUS OPTIONAL) PURLM RN SUPPORT 5T 2'x '5'x FW. SNPSON W II DEPTH OF TOP CHORD PLUS PUPoUN HAIL PURUNS W/(3) 16-D NAKS PURLIN NNECTI ON METHOD N, (HUNG EACHSRIF PURI') NOTE - UI UI 4- WT. 84Y•- SPACING TO SIDE ro P SEAT. .S. 10 2 F s 2 1/2 FOR 8x ' L . 4 1/2 FOR 8z YES NO YES NO YES NO YES NO YES B.-O. V_6" -0 2-0 3-6 - 7`6 -y-'O SEE POSf�/FWi�iNC _ - 2.'-0- 14'-D'2-0 4-0 TYPICAL PURUN, SEE 5 2 -0 4 -6 FLOOR PLAN FOR SOE TOP OUTSIDE CORNER OF PURUN CONNECTOR METHOD 'B' (TOP PURLIN 4T RUNNING BO PURUN CONNECTION METHOD 'C' (TOP PURUN RUNNING BTS VAL TO TOP CHDRD W/(3)�TD NAILS EACH SNE. y\TL NOTE DEPENDING ON BOTTOM CHORD SIZE 94. 30 0 SPIKES N PRE -DTR -0 1; LLT' HOLM EAOH SIDE 1951W THREAD. 5/8' DIA, MACHINE DOLTS 2'x6'x24' DF -L CONNECTION BLOCK PROVIDE BLOCK EACH SIDE OF POST. OPTIONAL 16D NAILS FOR SETTING ONLY DOUBLE RAFFORS, SEE SHED CONNECTION FLoaT PIAN FOR sal (ONLY WHERE APPLICABLE) NDARDNDARD PURLINZDOUBLE CONNECTION DETAIL NTS. FO POST/ CITING SCHEDULE 84Y•- SPACING COLUMN FOOTING W(M 4' CONC. SLAB & POST/ SLAB CONNECTION 'B' DIA. I b > o - 2-0 3-0-WO— YES NO YES NO YES NO YES NO YES B.-O. V_6" -0 2-0 3-6 - 7`6 -y-'O 12 - 2 -0 -r-'O _ - 2.'-0- 14'-D'2-0 4-0 - 2 -6 3 -0 2 -0 4 -6 -6 TOP OUTSIDE CORNER OF SEE PLAN FOR LOCATION 9 - 2-0 3-8 NO YES NO YES NO YES NO YES NO YES - .. 1 -6 -0 2'-0' 4'-0' - 2 -0 -j'-O 2-6 4-0 - 2'-0" 3 -0 2 -6 4 =6 1 IV -0"2-0 3-6 2-6 4-6 16' -0"20 -ow 3 -6 GABLED END WALLS: USE 4x6 POST. FOOTING DIMENSIONS B O 24' AND D O 36' UNLESS 'H' IS LESS THAN 12 FEET, THEN B 0 18' L%FIPOST FOOTIN NOTE CLEAN SPANS TO 48 FEET MAXIMUM NOTE: THE CRITERIA USED FOR THIS TABLE ARE IN ACCORDANCE WITH THE PROVISIONS OF THE 2003 IBC. IF THE VALUES FOR CONSTRAINED FOOTINGS ARE USED THE 'HAIRPIN' TIES SHOWN IN THE POST/SLAB CONNECTION DETAIL MUST BE INSTALLED AND ALLOWED TO DEVELOP 14 -DAY STRENGTH PRIOR TO WALL SHEETING. HAIRPINS SHALL BE #4x48' AROUND THE POST CENTERED IN SLAB. AND PLEASE NOTE IMPORTANTLY: IF THE VALUES FOR CONSTRAINED FOOTINGS ARE USED, THE STRUCTURAL INTEGRITY OF THE STRUCTURE DEPENDS ON THE TIES FOR STRENGTH. IN OTHER WORDS, IF THE SLAB PLACEMENT IS NOT CERTAIN, THEN USE THE FOOTING SIZES FOR 'NO SUB.' MINIMUM SIDE WALL POST FOOTING SIZES FOR BUILDING WITH 20' MAXIMUM SIDE WALL LEAN -TO I ti DUA D 10 BAY 20 3'-0" 12 Y 1 2 3 -6 0 •�— 24'MAX. 24'1. IF APPLICABLE WAFER BOARD OR METAL SLANG 2.6 GIRT FRAME ASSEMBLY NAILED TO POST WITH 16D O 18' O.C. STAGGERED WOOD SIDING COMMERCIAL GIRT OPTION NOTE: THIS DETAIL DOES NOT APPLY UNLESS SPECIFICALLY CALLED OUT ON PLAN i10PTIONAL RAKED EAN SOFFIT DETAIL N.T.S. 2X6 OR 2X8 PURUNS (SEE SCHEDULE) y I•,•I I 5/8X10 MB OR AS REWIRED. PRE -DRILL 0 2X6X24 CLEAT 6X6 POST 0 ER SCD NOTE: THIS .DETAIL D N AF SPECIFICALLY CALLE OUT POST RA SPLICE C NIS RAFTER OR BOX BEAM PER SCHEDULE (6)16d NAILS STAGGERED PER CONNECTION (6)164 NAILS STAGGERED PER CLEAT DIMENSIONS PER PUH • PITCH PER PRO= SPECIFIC SCHEDULE 12 _ TO BE OPTIONAL , T— BY TRM COMPANY DFDR 2' WALL LIGHT DCIIWNO METAL O 24. O.C. SEE HANGER PURUN./DOUBLE CONTINUOS ROOF LINE TRUSS CON . DErAL !!I � ' 1r'— —1 1:10 IO:ADF72 T- HALF TRUSS DESIGN BY onlDs OR —_ OGEtA7 R END WFIEN SUPPORT PURUNS GH z• OPTIONAL SHED f OPTIONAL SHED JOIST HANGERS OFPEN02k PPURUN S� _1 cP — AT 24" 18'-0' MAIOMUM� — � 2'z10' JAMB PLATE w SCHEDULE 7R'ATED 2'x8' BOTTOM GIRL SEE FOOTING .ft ry :•1 I. P •'! ra •T ra GETAIL �J rr �i F CONCRETE FOOTING. SFE SCHEDULE �1J <: L;t F OPTIONAL SINGLE OVERHEAD DOOR CONTINUE GABLE END WALL POST TO TOP CHORD OF TRUSS AND NAIL WITH 4 16D COWS OR OPTION BELOW OPTIONAL CUT POST AT TOP OF BOTTOM CHORD OF TRUSS AND PROVIDE Yx6' D=KAL BRACE FROM CHORD OF GABLE END TRUSS m TOP CHORD OF INTERIOR TRUSS. LOCATE BRACES O MIDDLE POST:[ - IAN FASTEN EACH END A35 m THE TOP OF BRACE TO TOP OF TRUSS NG CHORD PER TRUSS MFG.'S RECOMMENDATION. TR BY OT I1 II 1 II I II 11 II I I 2"x6* HEADER. I__---___-- 2 x6 G RIS 2'x8' HEADER _ _O 24_ D.C.. _ _ _ 2'z8' HEADER HEIGHT PER PIAN _ _ _ _ _ _ T'_ _ HEIGHT PER PLAN 1 - -r' CONTINUE 44 POST OPTIONAL�- - - - - I TO NEXT GIRT ABOVE 1'-6' MAXIMUMWALK DOOR HEADER TMP. OVERHEAD DOOR _ - - - _ 1 OPTIONAL TREATED 2'z8' - - - - - - 1'-6' MAXIMU BOTTOM GIRT I, - _ TYP. SUDING DOOR 4x4 PT POSTS-0' OR 4'-0' x 6'-B' WALK DOOR N.T.S. NOTE DOUBLE DIAGONAL BRACES MUST BE USED WHEN OJERNII DOOR IN CABLE END PREVENTS CENTER POST FROM EXTENDING TO RIDGE ROOF SHEETING (METAL BUILDING OR WOODEN PER PIAN CEN1F721JNE BUILDING DIMENSION LINE RIDGED (OUT TO OUT IS BUILDING CAP SPAN DIMENSION) 4 oset ON PITCH 4' OVERHANG PT GABLE END POST PER PUN \ A TOP OUTSIDE CORNER OF SEE PLAN FOR LOCATION TOP TRUSS CHORD A A \\ O 24' &E. MANUFACTURED TOP SIDING SHEET TRUSS P, GIRTS POST DIMENSION S OWN ON p PLAN = METAL OR WOOD z SIDING (PER PUN) 2x6 COMMERCIAL GIRT ASSEMBLY INSULATION CAM (INSULAIICNI OPTIONAL) Y GYP. BD. . BD. OPTIONAL) NAIL VERTKA NOT THIS BOTTOM THIS 10• POSTPOST W 16D O 1B'�D.C. INSTALLED UNDER CONTRACT 12r 4 oset ON PITCH Z O PT GABLE END POST PER PUN 2x8 BUTTS O 24' QALVATIZED SEE PLAN FOR LOCATION � o eNil 0 1 O 16 O.C. m 3'-4" 70•_5• 12•_3• APPMRIDO ELEVATION WITHOOUTED SLAB BE POINT W� Pr COLUMN PLATE TO PT. . BOTTOM GIRT FINISHED FLOOR - ELEVATION WITH SLAB SL6PE TO ppp1N SLAB THICKNESS $LAB THICKN PER PLAN A� APPROXIMATE 1 (STAB OPItONAL _ _ _ _ FINISHED GRADED F--- 1 ' B . 1 . • NISHED FLOOR ... , ELEYAnON WITHOUT SLAB . ELEVATION i .t i 1" fA1H PON ADHESIVE GIRT - •1 i • 1 1 . '.!.. GROSSED 16d GALVANIZED �2. t"= L'1 NAILS O 12' O.C. LEAVE 2' '.'I INTO CONCRETE I , EXPOSED FOR PENETRATION AWAY i. e �• 1 1 I INTO CONCRETE. •b',' PT fORM/SCREED BOARD i b •. -+ • i •„2x8 1 I BETWEEN POST. SUPPORT' WITH CLE OR CMYEL l 1 It 1 TEMPORARY OUTRIGGERS PRIOR .•1 I ' . 1 TO POUR. FINISHED I•,, ' •L _ J. • 1..... FOOTING PER PIAN I, b.. •. • ►'...1 NOTE SUPPORT GIRIS AT MID SPAN UNTIL ALL METAL SHEETS ARE SECURED. N.T.S. NOTE: DOES NOT APPLY UNLESS COMMERCIAL GAITS SPECIFIED ON PLANS. n � r CROSS scm,nN HAIRPIN—SLAB CONNECTION DETAIL NTS r I PURLAS O 24' SEE PUN FOR SIZE �% AUNuFAe mm TRUsS7 SHEETING (METAL OR WOODEN PER PIAN) M UM UC (OUT m OUT IS PPROX 4' OVERHANG STANDARD 27J1 LARNED SCHEDULE 30'X40'xt 6' 412 I ROOF PITCH 2x6 PURUNS ;4" O.C. 40# SNOW LOAD 2X6 GIRTS 24 O.C. 75 MPH WIND LOAD (1) 12'x14' OVERHEAD DOOR 2" VB ROOF & WALL INSULATION (1) 3'0"X6'8" WALK DOOR ROOF THICKNESS: 29 GA. WALL THICKNESS: 29 GA PRE -BUILT ENGINEERED TRUSSES 6x6 TRUSS POSTS 4X6 GABLE POST 4X4 WALK DOOR POST 30' 0' TO' 10• 46 (TYP) W 12r DO 0 m �m 4 oset ON PITCH Z O PT GABLE END POST PER PUN z 04 SEE PLAN FOR LOCATION � o eNil m 3'-4" 70•_5• 12•_3• ELEVATION WITHOOUTED SLAB W� Pr COLUMN 2z8 PT BOTTOM GIRT D RNNFOAXIMioR1RETWR SLAB THICKNESS FINISH FLOOR APPROXIMATE PER PLAN ELEVATION MID POINT NOTE CARE SHILL BEBOTTOM GIRT TAKEN GORING POOR m — —iii FNSVRE WWF POLLED UP �2. t"= SLOPE m DRAIN INTO CONCRETE AWAY OPTIONAL 4' SLAB ON 3' OSTIA i b CLE OR CMYEL I 1. SEE PIAN FOR I L A' FINISHED GRADE APPLICABILITY. A FOOTING /DCI DIMENSION—CLARIFICATION DETAIL NTS LARNED SCHEDULE 30'X40'xt 6' 412 I ROOF PITCH 2x6 PURUNS ;4" O.C. 40# SNOW LOAD 2X6 GIRTS 24 O.C. 75 MPH WIND LOAD (1) 12'x14' OVERHEAD DOOR 2" VB ROOF & WALL INSULATION (1) 3'0"X6'8" WALK DOOR ROOF THICKNESS: 29 GA. WALL THICKNESS: 29 GA PRE -BUILT ENGINEERED TRUSSES 6x6 TRUSS POSTS 4X6 GABLE POST 4X4 WALK DOOR POST 30' 0' TO' 10• 46 (TYP) W 12r DO 0 m �m 4 Y PITCH Z O 6xkm 6x6 (TMP � � 04 o Vi � o eNil 3'0x6'8 / WALK DOOR / 12'X14' \ / O.H. 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