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2012, 08-28 Permit App: BLD-2012-1127 Pole BuildingjValley. Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 720-2540 Fax: (509) 688-0037 permitcenterOsookanevallev. orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION Q NEW CONSTRUCTION Q ADDITION/REMODEL DECK Q OTHER SITE ADDRESS: 3t OCI S, boores v_c\ Rp. \�C k D :, t -r; nC I a 3 ASSESSORS PARCEL NO.: L15331, el -4D1 LEGAL DESCRIPfr" ACCESSORY BUILDING BUILDING OWNER �(J WNE INAMEQ-X n: ,/C.O re uj Y,)j a Y)L NAME: COreel a rtty ADDRESS: 3 W Oq S. 1PPoJ-es 4Zc( Cm: p () U0 (Lo" STATE: PHONE: FAX: COP RECEIVED A'JG282111? CSV PERMg,-(;3ti? ItsR suaLt; REV. # CONTACT NAME: ,JIM v4 G I YLQ/Y PHONE: 50`1 l 01- / / 4L 1 FAX: SOQ 3a-77 - 7d 'CELL: Sb 1-3.I 1y- Olo-T a. CONTRACTOR NAME: SO I I c{ Sim au r es MAILING ADDRESS: 197 7 1-1. NA p l fiG b i tor q I` r -f Cm: it pa I(Q.Y12 STATE:(An ZIP: `I q oc I I S PHONE: U0Q-4?1-77L9q r� �FAX: t%aa q- .-7a-33 CELL: c)oG-c9-Eta7 CONTRACTOR LICENSE No.: SOT LIISLg9 Q Ai ' CXPIRES: Li 0013 CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: cap i3UAIGU' n ay ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICAB Height to Peak: )9 / / Dimensions: 3(1 xu OX 0 (% No. of Stories: / Total Habitable , I Space: I`1 / A Main Floor SQ, FT NjI� Upper Floor'\SQ FT: Iv� Unfinish Basement SQ Fr: N31 p, Finished Basement SQ FT: Garage SQ FT: I a DO Deck/Cove Patio SQ FT: 0) Ft Impervious Surface � Area: I "I J v 30% Slopes on Property: f n. No. of Bedrooms: 131 IA Construction Type: 0 ON Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ pISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit Is for construction 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) The City of Spokane Valley permit Is not a permit or approval for . • 'elation of federal, state or local laws, codes or ordinances. 6) Plans or additional Information may be required to be submitted a r •sequ- - ly approved before this application can be processed. Signatute, j Date' _ / g/2_ Updated 1-11-11 Page 1 of 1 http: //www.spoka neva Iley. org/fi lestorage/124/938/210/948/ 1496/Building_Permit_-_Residentia I_ 11-11-11.doc Spokane e #Valley Community Development Department 41 it Center 3 East Sprague Avenue, Suite 8-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenterColspokanevaliev.orq •(Staff Use Only) 7 t FLIT NUMBER: f tb-Z6\14D PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT AP D NEW CONSTRUCTION 0 DECK Q ADDITION/REMODEL [] OTHER SITE ADDRESS: 2 6e) 9 S + 13Arret Q4 ASSESSORS PARCEL NO.: LEGAL DESCRIP ION: BUILDING OWNER NAME: NAME: / ADDRESS: 3 0 9 tiapLr S r I m g SO5 Cm: S Ro k. 9 a -e V k --a o -v PHONE: SO9— SQCf - L/4S/ STATE: `-C) FAX: CELL: S4rlE CONTACT NAME: PHONE: C PTIATE A„S A&0 FAX: CELL: CONTRACTOR NAME: Pic/V1 A -s �I�U MAILING ADDRESS: CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE No.: - EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBELTH E=SCOPE_OF_WORK-IN-DETAILTAND=IN DICATE'USE-&-PROPOSED_USE: go tLi) s t P )=o2 '5 kAo-e ASD PPisa+JAL_ USF ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak:/ ,QPR4 ov 8. Dimensions: 30)c yy No. of Stories: / Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ FT: Finished Basement SQ FT: Garage SQ FT: Deck/Covered Patio SQ FT: Impervious Surface Area: 30°/n Slopes on Property: No. of Bedrooms: Construction Type: Heat Source: 4werjor Septic: SW)) cTOTACCOST-0FPROJECT:=$' a 0 / 00 DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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 Developmer ode. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit 1 of a p mut or a proval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or -additional information may be r-. wired to • submittjd and subsequently approved before this application can be processed. Signature Date_,- /7—/� 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 Stir 494 .11 t #3a52=20-1- E%VED ne alley - 1 7 2012 CSV PERMIT CENTER .7 Residential Driveway PAVING WAIVER munity Development— Planning Division 11703 E Sprague Ave Suite B-3 0 Spokane Valley WA 99206 0.5026 • Fax: 509.688.0037 0 plannine@spokanevallev.org Spokane Valley Mun SectIOW19 40.020.8; "All residential driveway and off-street parking areas shall be paved with asphalt, Portland ce =n , 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 INFORMATI OWNER NAME: ep Ra r kes PARCEL #: �S 3 3) - 090 i ADDRESS: 36:1 D 1 S Pts' ►r+A CITY: S Pb6-,,-) L V kLkQ_v STATE:TAroLA-A- ZIP: 9 qqj (j+ PHONE: RT -RT . FAX: CELL:S ll -C 9 `4S) EMAIL: PART II —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? J,YES ❑ NO 3. Do you plan on using the detached structure to park vehicles? gl YES 0 NO If yes, then what type of vehicles? ILO t'i— g__ -1-12)11La 4. Do you plan to conduct a business from proposed detached structure? ❑ YES ANO If so, what is the nature of your business? D PART III —AUTHORIZATION I,(PRINT NAME) '�' P/II 4e[ 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 t Spo ane Vallel%Community Development Department, Planning Division, within 30 days. er Signature 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 SAID ADDRESS FOR PERMIT #: 3(909 S rr-s t2f� 7 17 %2012-- Planning Division Staff Signature Date Created 6/27/11 Page 1 of 1 -2,Goc s' . f3 4f • K D .... -.. .-.- Zig i' 0,027-94_ /0 a y5i r /o /r 1 -36 141 5-9 7-3A 1320 1 �p -o� t,.�rA�t 601 alnde� P Id f /n 'role / ` Acer✓ 6/ vc, -v t 4=619 o kd C b retie \ e�„„e� roject ta0_71 __L- I7 PeRECEIVED JUL 1 7 2012 CbV PERM;T.CENTER SUB r'EV.#fl { V C j3 PLANNING DEPT. APPROVED Lo = 13E©o 4c-______,1/6BY.,;''%_ / , vhEIzo/Z i LATE L i i I Project_>r 6'610 ZO12 - II 2-14- 1 1 RECEIVED 4UG2 8 202 iCSIV RERMIT-CENTER • SUET# 1, --1 REV--# f i -, CoreLit 13arctf , ' I _L30_0_QS - fbatcs�Pd—; I . 413-4 0o1° , --G--1-1 L H I I 1 I , � I � I I 1 i i ' PLANNING -DEP -T. -APPROVED -I --L I I BY=7,+/�., �!;. I i 1 DATE '3/2 sF/Zot-L! • I Paycet # Lks33t.D4o\ , I 30' t ' E 316� ,c;Prope i+4 1 ihe, -1 ISI I t + 1 1 L m '< XctS+ 1 1 N I 1 �— 1 15� fi t I 1 1- i -t 1 I � ,.15:o1_i -i -- - v N TYPICAL GIRT CONNECTION PURLIN CONNECTION METHODS, A). PURLINS MAY BE HUNG V, NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPS❑N JOIST HANGERS OR EQUAL. B), PURLINS MAY BE BUTTED AND NAILED (FLAT) W/(2) 16d NAILS 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/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER NOTES FOR FLOOR PLAN Qi INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B = l'-8'1 D = 3'-0" MAXIMUM POST SPACING 12' 0' c�DPURLINS @ 24' ❑,C„ BEARING OR JOIST HANGERS (TYPICAL) A SPANS 12' TO 60' W -_-- J Q V y ou www N} J q H - ¢� - DOUBLE TRUSSES _ _ - - 10'-0' (n Z 0 '`© NOTES FOR SECTION A -A 12 0' _ _ 6 X 6 z Z J O' 6 X 6 VV/2 X 6 PLAN FOR SIZE 3 A' NO 0.36 JQ Q -'O JO x_J M W 24 3'-0" NO 0.35 S3 2' X 6' @ 24' O.C., 10' BAYS 0. -1 d W Q- J 2' X 6' @ 24' D.C., 12' BAYS 20-0' 6 X10' o,w I �1 0 > zo_J o �, a w L3 FI CONCRETE FOOTING, SEE SCHEDULE DETAIL o I xJ O xw fU X T.8'' NO 0.43 - - 2-9 ROOF FASTENED TO PURLINS WITH - 10 -0 /1 .. (U+w W (U N0! _ 0.66 -0 12 0' 6 X � 1 6' a w w� V) D 6" X 6" W/Y' X V 26" GIRTS WITH 1' LONG w M o :D1 DOUBLE TRUSSE 3'-0" NO 0.41 WOOD AST TEKS, 18 0' 6 X 8 W/2" X 6" rn - - 20'-0' 6 X 10" Zr J 12-0 2T-6' Q z L) Z V .. V)m z m A 3 _.24'.0" 6" X 12"._ DETAIL 3'-10" YES 0.57 Ja j� _ 1 ._ 16.0 6 X 6 WI2 X G" 30 m 0^ _ � 12-0 18'•0 N.T.S, 30 a I I d p, � F _ 124 20'•0 6 X 10' Wd' X V �o. O L) I XO o X, IM" 22'-0" 6" X 12" 30" 3,-v xO o . V 224 V X 12" o ... . -+ N .N-, N p 12-0" P4'-0' 6" X 12" W/2" X 6" 38" 3'-3" CU 0.96 N N w� w (N91 = WCU I SINGLE TRUSS SEE Z x J O LLD -I zZ) H A C3 W L,J N PLAN VIEW N.T.S, ®xe�® S7 11 - DEVIL 1 TRUSS COLUMN CONNECTION, PURLIN SUPPOR 1" 1 2 - 16d NAILS III N III 6% 8'/ OR 10" POST 5 111 III SINGLE OVERHEAD DOOR ❑P 1 1LIN 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 READ 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 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10" BOTTOM GIRT NAILING_ PATTERN FOR POST LAMINATIONS NOTE: 2" n X 6 LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NOTES FOR FOOTING DETAIL Sl TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING S3� UNDISTURBED SOIL Si H FOOTING DETAIL N.T.S. GABLE END TRUSS 8 - 16d NAILS NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. *A- 1pN NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, SS WOOD POST, SEE POST/FOOTING SCHEDULE, S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES S7 TWO 16d GALV. NAILS @ 12' O. C. S8 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X '6' OR 2' X 8' TOP GIRT S10 2' X 6' FULL HEIGHT TRUSS SUPPORT BLOCK �T�lq 0 2' X 6' X 24' TREATED BOTTOM SUPPORT BLOCK S4 -3- DOUBLE ' DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR DETAIL 2- KNEEBRACE S1 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 POST/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, S5 DETAIL -2 - KNEE BRACE N.T.S. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009), 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 LIVE LOAD = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 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 PER IBC TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION -SHALL CONFORM TO ACI 318-08. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 119% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVE 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 ksi. 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 TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPLICATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C -DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED O 6" 0. C. W/ Bd OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 306'1 FELT, SIDED WITH 7 16" O.S.B. BOARD 1 2" C -DX PLYWOOD 15 32" T-111 ROOFING OVER 15 FELT. BUILDING MAY BE 1 OR 29 GAUGE METAL R / / / B - OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO PLYWOOD SIDING OR HARD, PLANK. LAP SIDING MAY BE INSTALLED GIRTS WITH 8d, NAILS O 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES O 6" 0. C. O PANEL EDGES & INTERMEDIATE FRAMING. 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 OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = i PSF CITY COPY Project # B1I 3- zw?_ (� RECEIVED AUG 2 3 2012 ENTER 10 -0 10'-0' 6 X 6" J 3'-U" NO 0.35 NOTES FOR SECTION A -A 12 0' _ _ 6 X 6 S1 TYPICAL PURLIN, SEE FLOOR W-6614 O' 6 X 6 VV/2 X 6 PLAN FOR SIZE 3 A' NO 0.36 -- 90-0 S2 TRUSS DESIGN BY OTHERS 24 3'-0" NO 0.35 S3 2' X 6' @ 24' O.C., 10' BAYS 6 X 8 WI2" X 6" _ 24 _ 3 -0" NO 0.36 - 2' X 6' @ 24' D.C., 12' BAYS 20-0' 6 X10' - 24 DF -L #2 GIRTS FLAT( @ 24' 0, C. SEE 22'-0' S4 CONCRETE FOOTING, SEE SCHEDULE DETAIL 10-0 SS EXTEND POST TO TOP OF PURLIN 2 T.8'' NO 0.43 - - 2-9 ROOF FASTENED TO PURLINS WITH - 10 -0 w- __ - __ 1 1/2' LONG WOODFAST TEKS. _ 0.66 -0 12 0' 6 X � 1 6' WALLS FASTENED TO 3'-0" NO 0.41 1M" 14'-0" 6" X 6" W/Y' X V 26" GIRTS WITH 1' LONG 12-0 16--0' 6 X 8' W/2' X 6" N 3'-0" NO 0.41 WOOD AST TEKS, 18 0' 6 X 8 W/2" X 6" V 3-0' NO 0.46 12-0 20'-0' 6 X 10" Zr 3'-3' NO 0.48 12-0 2T-6' SEE FOOTING 3'-8' - NO 0.52 12-0"- _.24'.0" 6" X 12"._ DETAIL 3'-10" YES 0.57 BO- -J 0.55 92-0 16.0 6 X 6 WI2 X G" 30 BUILDING SECTION A -A 0.65 12-0 18'•0 N.T.S, S7 11 - DEVIL 1 TRUSS COLUMN CONNECTION, PURLIN SUPPOR 1" 1 2 - 16d NAILS III N III 6% 8'/ OR 10" POST 5 111 III SINGLE OVERHEAD DOOR ❑P 1 1LIN 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 READ 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 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10" BOTTOM GIRT NAILING_ PATTERN FOR POST LAMINATIONS NOTE: 2" n X 6 LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NOTES FOR FOOTING DETAIL Sl TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING S3� UNDISTURBED SOIL Si H FOOTING DETAIL N.T.S. GABLE END TRUSS 8 - 16d NAILS NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. *A- 1pN NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, SS WOOD POST, SEE POST/FOOTING SCHEDULE, S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES S7 TWO 16d GALV. NAILS @ 12' O. C. S8 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X '6' OR 2' X 8' TOP GIRT S10 2' X 6' FULL HEIGHT TRUSS SUPPORT BLOCK �T�lq 0 2' X 6' X 24' TREATED BOTTOM SUPPORT BLOCK S4 -3- DOUBLE ' DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR DETAIL 2- KNEEBRACE S1 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 POST/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, S5 DETAIL -2 - KNEE BRACE N.T.S. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009), 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 LIVE LOAD = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 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 PER IBC TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION -SHALL CONFORM TO ACI 318-08. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 119% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVE 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 ksi. 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 TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPLICATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C -DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED O 6" 0. C. W/ Bd OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 306'1 FELT, SIDED WITH 7 16" O.S.B. BOARD 1 2" C -DX PLYWOOD 15 32" T-111 ROOFING OVER 15 FELT. BUILDING MAY BE 1 OR 29 GAUGE METAL R / / / B - OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO PLYWOOD SIDING OR HARD, PLANK. LAP SIDING MAY BE INSTALLED GIRTS WITH 8d, NAILS O 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES O 6" 0. C. O PANEL EDGES & INTERMEDIATE FRAMING. 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 OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = i PSF CITY COPY Project # B1I 3- zw?_ (� RECEIVED AUG 2 3 2012 ENTER 10 -0 10'-0' 6 X 6" 24 3'-U" NO 0.35 1 O -0 12 0' _ _ 6 X 6 24 _ 54, NO - - 0.36 W-6614 O' 6 X 6 VV/2 X 6 _ 24 3 A' NO 0.36 -- 90-0 16'-0" 6 X 8 24 3'-0" NO 0.35 _ 10 0 18.0' 6 X 8 WI2" X 6" _ 24 _ 3 -0" NO 0.36 - 10-0 20-0' 6 X10' - 24 3-0" NO 10-0 22'-0' 6 X 10" 24' _6.36 3'-2" NO 0.37 10-0 - 24'-0' 6' X 10" W/2' X 6" --24" T.8'' NO 0.43 - - 2-9 p n�� - 10 -0 w- __ - __ '' W _ 0.66 -0 12 0' 6 X � 1 6' 1 26 3'-0" NO 0.41 1M" 14'-0" 6" X 6" W/Y' X V 26" T -O" NO 0.41 12-0 16--0' 6 X 8' W/2' X 6" N 3'-0" NO 0.41 12-0 18 0' 6 X 8 W/2" X 6" V 3-0' NO 0.46 12-0 20'-0' 6 X 10" Zr 3'-3' NO 0.48 12-0 2T-6' 6 X 10'; WIT;X V 27 3'-8' - NO 0.52 12-0"- _.24'.0" 6" X 12"._ -_27 3'-10" YES 0.57 10-0 100' 6 X6 - 6 X 12" 3- NO 0.41 10-0 12-0' 6 X6 W/2 X6 _-26 26 3-0" N0 _- _ 0.41 -. 10'-0" 14'•0" 6" X 6" W/2" X 6_" 27" -_ _ 3'-0" NO . 0.44 i _ 10-0' is' -0' 6 X 8" , 27 3'-0" NO 0.44 10 -0 19'•0' - - -- 6 X 8" W/2" X 6" 27" 3'4" NO _ 0.44 4-61120 0 6 X 10' _ - 27 X -O" NO 6.44 - 10 -0 22.0 - -.. 6 X 10" W_ l2" X 6" 2i.. _ 0.66 NO 6.48 _ 10'-0" 24'•0" G" X 12" 27" 3'-6" NO 0.62 12-0 8'-0" 6' X 6" 30 3'-0" NO 0.65 12-0 10'-0 6 X 8' - 30 3'-0" NO 6.66 12-0" 12'-0" 6" X 6" W12" X G" 30" 3'.0" NO 0.66 12-0" 14'-0 6" X 8" 30" 3'-0" NO 0.55 92-0 16.0 6 X 6 WI2 X G" 30 3'-0" NO 0.65 12-0 18'•0 6 X 10' 30 3'-0" NO 0.66 _ 124 20'•0 6 X 10' Wd' X V 30 T-2" NO 6.58 IM" 22'-0" 6" X 12" 30" 3,-v NO 0.61 CSV PERMIT C 10-0 8'-0' s X6' 30" X -O" NO 10-0 10'-0 6 X 6' 30" 3'-0" NO SUB # REV. # C� 10'-0" 1 T -O 6 X 6" W12" X G" 30" 3'-0" NO 10-0 144 6 X6 Wl2 X6 30 3-0 NO 10-0' 16'-0 6 X 8" 30" X -O" NO 10-0" 18'-0 6" X 8"W12" X 6" 30" X -O" NO IW -O" 20'-0" G" X 10" 30" 3'-0" NO 10'-0" 22'-0 6 X 10" W12" X 6" 30" V-2" NO 10-0' 24'-0 6 X 10" W12" X 6" 30' 3'-6" YES n r• - s .w 12-0 8'-0' 61, X 61. 32' 3'-0" NO 12-0 10'-0 6 X 6' 32' 3'-0" NO 12-0" 1T -O 6' X G" WI2" X 6'' 32" 3'0" NO 12--00, 14'-0 8, X 8„ 32„ X -O" NO 6'•0" 6" X 8" W/2" X 6" 32" X -O" NO 12-0 18'-0 6 X 10" 32' 3'-0" NO 12-0 20'-0 6 X 10" WIT' X G" 32' X -O" NO I 12-0 22'-0 6 X 12" 32' 3'-3" NO 12-0' 24'•0 6 X 12" WI2" X 6" 32" 3'-6" NO POST/FOOTING SCHEDULE 40' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BF oSPACING "H" W X D "B" DIA. "T" REQUIF (� ALTERNATE TRUSS, WEB BRACING �L T l IG -DOOR_ OPTION____ _ ,:e INTERIQ.R OR .GABLE END TRUSSES OPTIONAL FRONT ELEVATION NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS N.T.S. 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 12 1 lOd NAILS @ 6' O.C. 0d NAILS @ 6' D.C. 41 ' X 6' OR 2' X 8' ' X 4' L -BRACE L -BRACE SHEATH 0.61 0.61 0.61 0.61 0.61 0.61 0.58 0.64 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.67 0.72 10-0 8.416 X 6' 30 X -O" NO 0.55 10.-0;,10 -0 6;; X 6 30 X -O NO 0.65 V 120 6 X8 W/2 X6 30 3-0 NO 6.66 104 14'.V 6 X 6 W/2 X 6 30 3-0 NO D.65 n 10-0 16,-0..ill X8 30 3-0' YES 0.55 104 16-0 6 X8 wallX6" 301,3'-0' NO 055 10-0 18 0 6 X 6 Wl2 X 6" i2;;3'-0' NO 0.62 10-0 20 0 6 X 10' 32 T -O' NO 6.62 /✓'7 10'-0" 22'-0" 6 X 10"W12" X G" 32 3'-0" NO 0.62 THE FOLLOWING MINLIUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED x ROOF STEEL, 29 G1UGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS #lp x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIM ■ EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF S3 EACH MAJOR RIB THE FOLLOWING MINDIUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED x ENDWALL STEEL- 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS. #D: x 1 1/2' @ 9' D.C. (NEXT TO HIGH RIB) TRUSS WEB MEMBER TRUSS WEB MEMBER * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' S4 @BOTH SIDES OE; EACH MAJOR RIB. SECTION B -B SECTION B -B DIAPHRAGM SCREWS AT INTERIOR TRUSSES AT GABLE END TRUSS DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DDIR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF 3068 MANDO❑R ❑PTI❑N # " "_. °PEN,°° sl 53 s2 9 DIAPHRAGM SCREWS, TYPICAL SCREW PATTERN, EXCEPT AS OPTIONAL FRONT ELEVATION S4 NOTE]) ABOVE N.T.S. STEEL SHEETING SCREW PATTERNS N.T.S TYPICAL TRUSS BOTTOM CHORD BRACING 8 - 16d NAILS 2"' X 6' X 18' BOLTING BLOCK CORNER POST :4__�8 - 16d NAILS BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION nPTinNAI_ FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS Si HALF TRUSS DESIGN BY OTHERS 0 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' KINGP❑ST 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' D.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' ❑,C, OR, AS SPECIFIED BY TRUSS MANUFACTURER SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS TYPICAL SIDE ELEVAIIUN 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 NOTE: THESE PLANS DO NOT ADDRESS OPEN (CANOPY) BUILDINGS. OTHER,VARIATIONS FROM THE PLANS (ROOF PITCH, LARGER OPENINGS, MULTIPLE BUILDINGS, ETC. WILL REQUIRE ACTION BY THE ENGINEER. O ONAL Tu -U 10-0 24'-0 6 X 12" U 3'J' YES 0.68 12-0" 8'-0' 61, X 6' 33 3'-0' NO 0.66 12'-0 12-0 - 10,0 6_X E_.N117,-XS'= _. " -3'-0 _ -410 0,66.-_ 6 X 8" 12-0 12'4 6 X 8" 33 x -O NO 0.66 34 12-0 14'-0 6 X 6;'_ 33' X -O" NO 6.66 3'-0" 12-0" 16'-0 6" X 8" WI2" X V 33' T -V' NO _ 0.66 YES 12-0"_ .18'-0 6"X10" 33' X -O NO 0.66 0.70 12'-0" W -O _ ___, .., _,_ 6" X 10" W/2" X 6" _- 33 3'-0 NO _ _ 0.66 12-0" 124 22'-0 6 X12' - - 34 -T.2;;- NO 0.74 -- __ 10'•0 12-0" 24,0" 6'' X 12" WI2" X 6" 34" 3'-6" NO 0.82 _. THE FOLLOWING MINLIUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED x ROOF STEEL, 29 G1UGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS #lp x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIM ■ EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF S3 EACH MAJOR RIB THE FOLLOWING MINDIUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED x ENDWALL STEEL- 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS. #D: x 1 1/2' @ 9' D.C. (NEXT TO HIGH RIB) TRUSS WEB MEMBER TRUSS WEB MEMBER * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' S4 @BOTH SIDES OE; EACH MAJOR RIB. SECTION B -B SECTION B -B DIAPHRAGM SCREWS AT INTERIOR TRUSSES AT GABLE END TRUSS DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DDIR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF 3068 MANDO❑R ❑PTI❑N # " "_. °PEN,°° sl 53 s2 9 DIAPHRAGM SCREWS, TYPICAL SCREW PATTERN, EXCEPT AS OPTIONAL FRONT ELEVATION S4 NOTE]) ABOVE N.T.S. STEEL SHEETING SCREW PATTERNS N.T.S TYPICAL TRUSS BOTTOM CHORD BRACING 8 - 16d NAILS 2"' X 6' X 18' BOLTING BLOCK CORNER POST :4__�8 - 16d NAILS BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION nPTinNAI_ FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS Si HALF TRUSS DESIGN BY OTHERS 0 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' KINGP❑ST 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' D.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' ❑,C, OR, AS SPECIFIED BY TRUSS MANUFACTURER SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS TYPICAL SIDE ELEVAIIUN 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 NOTE: THESE PLANS DO NOT ADDRESS OPEN (CANOPY) BUILDINGS. OTHER,VARIATIONS FROM THE PLANS (ROOF PITCH, LARGER OPENINGS, MULTIPLE BUILDINGS, ETC. WILL REQUIRE ACTION BY THE ENGINEER. O ONAL Tu -U 6-U' b X 6 347 31-0 NO 0.70 101.0..101-0 _ 6 X ill 34 T.&.NO 6.76 10 -0 12'-0 (0 X 6' W/2' X 6" 34 3'4 NO _ 0.70 10'.0444 6 X 8" 34" 3'-0" NO 0.70 16'-0 s X 8 W/2 X 6' 34 X -O" NO _ 0.70 10-0'18,-0,, 61, X 8" WIT' X 6'' 34" 3'-0" NO 0.70 10'-0" 20'-0 6 X 10" 34" 3'-0" YES 0.70 10-0 22'. 6 X 10' WIE" X 6" 34' 3'-0" NO 0.70 10-0 24'-0 6'X 12" 34" X-2" NO 0.74 12-0" 8'-0" G" X G" 38" X -O" NO 0.88 12-0 __ 10'•0 6- X v W/2" X 6" 38' 3'-0" NO 0.88 12-0' 'I Y'-0" 6" X 6" W/2" X 6" 38'' 3'-0" NO 0.68 _ 12.0' 14'-0 v X 8°' w/2' X 6" 38" 3'-0" NO 0.68 12-0 18.0 6 X 8w; W/2 X 6" 38 X -O" NO 6.88 12-0 18'4' 6 X 10 38 3'-0' YES 0.88 12-0 20'•0 V X 10.' W/2" X V 3811 3'-0" NO 0.88 12-0" 224 V X 12" 38" 3'-U" NO 0.88 12-0" P4'-0' 6" X 12" W/2" X 6" 38" 3'-3" NO 0.96 10-0' 1 10'4 6" X 6" W/2' X 8" 38" 3'-0") NO I 0.88 -0 10 1.121-6116:A6" W/2" X G" 38" 3'-0" Nn ^'" - - �- _ !0:-0 A6_ _ _.38^.. -0' NO 0.86 10'-0" 18'-0 s' X 10" 38" 3'-0" NO 0.68 10'-0" 20'-0 6' X 10" 38" 3'-0" YES 0.88 10'-0" 22'-0" 6" X 10" WI2" X 6" 38 3'-0" NO 0.88 10'-0" 24'-0" 6" X 12" 38" T-2" YES 0.93 12-0" 8'-0" 6" X 6" 40" 3'-0" NO 0.97 12-0" IDA" 6" X 6" W/2" X 6" 40" 3'-0" NO 0.97 12-0" 12'-0" 6" X 8" 40" x -O" NO 0.97 12-0" 14'-0" 6" X 8" W/2" X 6" 40" X -O" NO 0.97 12-0" 16'-0" 6" X 10" 40" 3'4" NO 0.97 12-0" 18'-0". 6" X 10" 40" 3'-0" YES 0.97 12-0" 20'-0" 6" X 10" W/2" X 6" 40" 3'-0" NO 0.97 12-0" 22'-0" 6" X 12" 42" 3'-0" YES 1.07 _ 12-0" 1 24'-0" 6" X 12" 111112" X 6" 1 42" 1 3'-2" NO 1.13 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 15'-0" WALL HEIGHT. ABOVE 15'-0" WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR g2 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 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". IMBEKE ENGINEERING LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD - IBC 2009 SOLID STRUCTURES 6724 NORTH PITTSBURGH SPOKANE WASHINGTON 99217 BY DATE DRAWING NO. - DRAWN WAMBEKE 7-09-10 SOLID STRUCT.IBC200 CHECKED BY DATE DESCRIPTION OF CHANGE PROJECT N0. 2011 ISCAI E- N.T.S. _SHEET, 1 OF 1 11