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2006, 08-14 Permit App: 06003184 Pole BldgProject Number: 06003184 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/14/2006 Page 1 of 2 Project Information: Permit Use: 30 X 40 POLE BUILDING Contact: MID NITE CONSTSRUCTION Address: PO BOX 374 C - S - Z: NINE MILE FALLS, WA 996026 Setbacks: Front Left: Right: Rear: Phone: (509) 443-6186 Group Name: Site Information: Project Name: Plat Key: 000239 Name: BOYERS SUB Parcel Number: 45153.2104 Block: SiteAddress: 12916 E OLIVE AVE Location:: CSV Zoning: UNKN Unknown Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Driveway/Approach Lot: District: Owner: Name: HENRY, JIM Address: 12916 E OLIVE AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: Released B Septic Sys Review [Released By: ,9tu f ci cj �L fl 5LQ _ ed. vu,7 /444.4 v i tri cve'r) p Lanc[ise/Zoning/HE Conditions Released B y� F Permits: r Ton Operator: AMB Printed By: AMB Print Date: 8/14/2006 Lf„ • X-\) \ k (L0€ 3 ‘11 PLANNING DEPT. APPROVED BY: Maid DATE: 6/ ziicsG 0 08/24/2006 12:07 5093241567 AUG 24 2006 09:44 FR • Proje•;t 'i amber: 06003181 5r r7L CnJ plication T A PERMIT ommencing work without a permit TO 3241567 Date: 8114/2006 Page 1 of 2 P.01/04 ?mita Information; Permit J 3e: 30 X 40 POLE BUIL Setba:ls: Front Left Site 1�`e 'wi ))1: t Key: 000239 Name: BOYERS SUB :celNumber: 45153.2104 Block: SiteAddrcss: 12916E OLIVE AVE Right: Rear: Location: CSV Zoning UNKN Unknown Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review 1 rformation; Contact: Address: C - S - Z: Phone: Group Name: Project Name: \- Lk s .s74' MID NITE CONSTSRUCTION PO BOX 374 NINE MILE FALLS, WA 996026 (509) 443-6186 District: Lot; Owner: Naz= HENRY, JIM Address: 12916 E OLIVE AVE SPOKANE VALLEY, WA 99206 Hold: 0 Depth 0 Right Of Way (ft): 0 }b view lit aiding Plan 'UMW 1 h iveway/Approach e ptic Sys Review Al t1(7 .1 /z..n..e- t0 Land+ se/Zoning/HE Conditions Permits: Impriameigiougo t:)pa ator: AMB Printed By: AMR AUG 24 2006 13:28 Print Date: 8/14/2006 5093241567 PRGE.01 08/24/2006 12:07 5093241567 AUC 24 2006 09:44 FR ST1 t bI atle Permit Center 11707E Sprague Ave, Suite 106 Valley � . 0.0 alle (509)6 036 FAX: (509)688-0037 Spokane Valley, WA 99206 Con n ity Development t . t SKHV tH5 Ret!►tJential Construe Permit Application [1.P0 SITE A2))RESS \7.5-0A2 c -_ TO 3241567 P.02/04 PERMIT NUMAER4fL PERMIT FEE: J L Construction tion/Remodel r: Accessory Bldg o Deck ASSES:;CARS PARCEL NO1 LEGAL DESCRIPTION: B»iIIit;U owner Address: x-10\ O City. e:',;;(' opt_ ; Zip: Phone: c1q\ \LiU3 Rnt .Et ?oDDon • , • Name: Phone: Descxil)r: the scope of work in detail: Contractor., ! .,..... ,, .. I . Name: 'l\A kO 'r\' . CpvS y CA7 o►--' Address: P pC>'" 3 City: NNN'k MiL - (kk, Zp: Y1 P 2(, Phone: v;`-1/4 C \_$tk, Fax: LicData: City Business Lio No: Cost of Project: $ 0E>06 *****" *******The followin_ MUST be eom HEIGHTT) PEAK: DIMENSIONS: MAIN Fr,J))DR TO SQ. 2ryv FLOOR SQ. FTO: FTG: lete: write N/A if not a # OF STORIES: FINISHED BASEMENT s . FTr:I: # OF BBC F:OOMS: p CLAIMI11 licable TOTAL HABITABLE SPACE: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: GARAGE SQ. FTG: _ `Zoe p DECK/COV. PATIO SQ. FTG: CONSTRUCTION TYPE: HEAT SOURCE: 30% SLOPES ON PROPERTY: SEWER OR SEPTIC? \>,O The perraltne verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling s! vi1 be served by potable water. 2) Ownership of this Ctty of Spokane Valley Permit Inure to the property owner. 3) The algnatory is the property owner or has • : rmission to represent the property owner in this transaction. 4) All construction is to be done in full comp iz nce with the City of po/ ne Valley Development Code. Referenced codes are available for review at the City of Spokane V6.113y Permit Center ' T• qty of Spokane Valley Permit Is not a permk or approval for any violation of federal, state or local Taws, c o les or ordinanc :. 6) 1 ons or additional information may be required to be submitted, and subsequently approved before this appik:at 01 can be p Slgnatunt Date Method of Payment: (axed permit applications wIN only be accepted with major bankcard) 0 Cash 0 Check ❑ Mastercard ❑ VISA Bankcard N: Expires: VINC Authorized :3i gnature: REVISED N2Sum; ❑ Other AUG 24 2006 13:26 5093241567 PAGE.02 GTl' OF S 6Iane 'alley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.sp6kane71'7.e,e cTI Residential Construction A Permit Application P) PERMIT NUMBER,) 'f PERMIT FEE: o New Construction Addition/Remodel " o Other: o Accessory Bldg o Deck SITE ADDRESS ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner DIMENSIONS: —1jO X`Va # OF STORIES: Name: Name: .' -1-2s,°"0 j QJ UNFIN BASEMENT SQ. FTG: V' x ...Y Address: v--LSkb O L-&,,,., C. . , ' S'� .. City: c. -1,k) 3 °L At›. 2..� Zip: C\cL,Z 6 Phone: A -1-‘'so `?,.) * 0 11\1/4 -A41/4 -k3 Contact Person Name: Phone: Contractor DIMENSIONS: —1jO X`Va # OF STORIES: Name: 'LNA_0O `e.1,j . , Cpv C;C'rZkACrc o► -- Address: UNFIN BASEMENT SQ. FTG: V' x ...Y FINISHED BASEMENT SQ. FTG: City: -` . , ' S'� .. ,,;,- ` : (a S Zip: At›. 2..� Phone: HEAT SOURCE: \, , 7 ' Fax: Lic No: Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: ZO-CI. DIMENSIONS: —1jO X`Va # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 211° FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: \Zd 0 I DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: Illl+f+l AInIlrn CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? N� 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 :pok'•ne Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center T� s City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinanc - . 6) Flans or additional information may be required to be submitted, and subsequently approved before this application can be proc Signature Date Method of Payment: ( axed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 ❑ Other Spanaane 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. O 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. ❑ AH 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 O 18" X 24" crawl space access: O One-hour separation detail: between house and garage O Floor framing details: Joist type, size, spacing and installation details O Roof framing plan and details O Furnace and hot water heater location. O All header locations: type, size, and connections O Foundation plan ❑ Insulation information AAh 02(71 1 hyo -( 0 1' G 1 �%vt✓ 'WL.. '1 `.` Addtess �/ / =*D 4 -cS sone N ��r AUG 22 2006 14:50 5093241567 PAGE.02 SPOKANEUCOUNTY#UTILII1L5 0 0 N 0.0 1 :A8 03AC ddM v OD "I m in i gni O m :13 0 O z CC �� z GO .a p 01 4. NORTH ARROW 71.5` Ulm 67,a� tusS NOTE: WHERE POSSIBLE MAKE TIES TO TOPO SHOWN ON DRAWING PROJECT NAME: 1-*Kni'r"RL400 ! dL-btrS REF. DRAWING NO. 22/34 FILE NUMBER: U - 044 PARCEL: 4F(.1---3 • I. ► cm 2033 00' CONTRACTOR K C. INSPECTOR C. 12t Cil 0-1150t COMPANY .5.,akefruli Co. DATE INSTALLED 7 JZ 110 LI STUB: DIA. L(" TYPE A LENGTH 2.R..S° CENTERLINE STATION UNE NO. (it 29 La Cs) STA. OF AND DIRECTIEN! TO NEAREST MANHOLE U1 EAT 21'45 INVERT EL ZO Z,11. SL' DEPTH FROM NATURAL GROUND TO STUB S. g! LOCAL S.M. ELEV. 103$. 7-6 DESCRIPTION OF LOCAL B.M. NE cogNE& TOP 04 CD4CRtT- N4RCtN Rota 110042 PIPE GRADE: a313/0 11,06 Fr. BELOW THRESHOLD HOUSE TYPE: se REMARKS 1..0_0 Ea -10 NA! Ni.40) 11' eEtOU THUSHO(13a CLCf IS' OFF CxisT tall& ' sTu$ T8 ruil GtAt€-. Scanned 11/07/04 by LFsa 09/22/2006 13:27 5093241567 SRHD EHS _skew :r41i tivp :4ocut'i'on:'eE.:: R 15414..baU.e,:,:s.pifc. Kahlt:. di.peserJ' E :o-ld`:':*t t'J�i gdtoq100 :40Tai4. oft '5fi'i'14:4401 notestl pg.: of":1i.i dep.fr :i r er o•tbdi:•lefpe'c%tas*':.fopagiatp 3e:doc:iials.:',•' LVYM O1 If: 1.4:c51 5093241567 PAGE .02 08/22/2006 13:27 5093241567 5f11 -11J EH5 • SPOKANE REGIONAL H LT H DIS TRICT FAX /,'' a TO: FAX: Environmental Health Division 1101 West College Ave., Suite 402 Spokane, WA 99201-2095 Phone: 324-1560 Fax: 324-3603 or 324-1567 14> 7;;a7 FROM: PHONE: PHONE: RE: DATE: PAGES, INCLUDING COVER: COMMENTS: d4r, oc 7/L6 ,es icapi pory6 5—ecrAJ This facsimile may contain confidential information intended only for use by the individual or entity named above. 11 the reader of this message is not the intended recipient, or the employee or agent responsible to deliver this Information to the recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please call the sender's telephone number listed above. niit rr D(( 1n!nR 5093241567 PAGE.01 rcr Vin) 08/16/2006 1@:32 5093241567 h'<111.1 triM ,ee . , . t "4" $ tft • • ;:••••, • Aitdi0: pri.4" • NuE'imi:..ofdr��ms Atiketr:Stiippi sile0t);•::'•tiligi., Alia; ONIIRUOTA0AtEAMPOM OVItTlES . *Wes hone 11074'4" tf"-MV,' nticiz-6u4&ng p4nned? Capacity ' : - yle of tanlc sstpton ntes, T-Pach Beri 3,iite4ii'p,:irsi. of: pskQei:kiftict. tgaisike4-*Iptto tdnk. ct bi1daqs. • • • • 401.4..itirit10:'.ii•o•ti...of • eirt,ir•.:iii'clitir tfkaiTti.1.01144.410tik0 .••. : .4upot tan.t. ..• . ...• 45W2,011TEMgrfe.,1114M11,..c..„.., AUG 16 2006 11:54 5093241567 4:4 • PAGE.02 08/16/2006 10:32 5093241567 fi�JL 14 2006 10 26 FR Project D !umber: 06003184 Inv: 1 SRHD EHS rout Gl TO 3241567 P.01/03 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Prolec;I frformation: Date: 8/142006 Page 1 of 2 Pernut C se: 30 X 40 POLE BUILDING Setba :33: Front Left: Right: Rear: Site fait don: Contact: MID NITE CONSTSRUCTION Address: PO BOX 374 C - S - Z: NINE MILE FALLS, WA 996026 Phone: (509)443-6186 Group Name: Project Name: P12 t Key: 000239 Name: BOYERS SUB Fa cel Numbt:r. 45153.2104 Block: SiteAddress: 12916 E OLIVE AVE Location:: CSV Zoning: UNION Unknown Watar District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of DwelUngs: 1 Revco) N f,erffation: Perm krtisre Building Plan Review D ri veway/Approach Septic Sys Review Lot: District: F Owner Name: HENRY, JIM Address: 12916 E OLIVE AVE SPOKANE VALLEY, WA 99206 Hold: 0 Depth: 0 Right Of Way at): b OF es tt )r: AMB o C 1R ,MPA 11:S7 Printed By: AMB ReleasedjF x „ Released: y; r : 11 Released Br Print bate: 8/14/2006 5093241567 PAGE.01 4 IV rnr w +rT nnnT ), PURLINS MAY BE HUNG V, NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STAADARD SIMPSON JOIST HANGERS OR EQUAL. B?, PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS (FLAT) INTO EACH PURLIN, C), PURLINS MAY BL'' LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF FURLIN TYPICAL GIRT CONNECTION W/(ll 16d NAIL INTO EACH TOP CHORD MEMBER ( NOTES FOR FLOOR PLAN S9 Q 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 + i' 8'1 D = 3' 0' MAXIMUM POST SPACING 12' 0' S4 �ff) PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) PL 12' TO 60' H =�� Ss ti A it - ivy J ¢ a DOUBLE TRUSSES - - - 2611- NES TYPICAL PURLIN, SEE FLOOR --- Vzm I -q------ PLAN FOR SIZE 4 - 16d GALV, NAILS, EACH SIDE Ld S2 TRUSS DESIGN BY OTHERS 1), 2). Z � z UjV 12'.0" �a 2'X6'@ 24' D.C., 12' BAYS NO JC3 a'_j cy-i O v S4 CONCRETE FOOTING, SEE SCHEDULE 0.47 L � J a. w d v. h w 6" X 8''VII%2"X B' cwi7 o a w ZDH .I > XJ ,o a �o A NO _ GIRTS WITH 1' LONG o J X 1 U. Xv 0 NO _ 0.47 .-, X� o fUw N„ N0: 3 2 YES 0.60 124' (UN0. a � v o `w N D _ NO 0.62 12-0' rwii o �r7 6 XB' _ ° DOUBLE TRUSSE NO_ 0.62 12-0" _ JT -01' - - - Y-0" -o- - 0.62 NO J a H u rn 3 NO 0.62 924 164 3'-0" _NO_ zz,n r J°>- KF- JU 1 •• _ 12.0' _jebii _~ 61, X10 - CL 3-0" NO 0.62 12_-0' t 6 X 10 W/2" X 6" -3i'7-3•-0" 3 -0 NO .. 0.62 o d o • CU o 00� T-2" 3'3" - ____NO__ NO -_ 0.66 0.68 zUD Xp NO 0.72 o� X<.NIU xa tUcu N wwwN wE4 w 0 m, SINGLE TRUSS do PLAN VIEW N.T.S. �-1-2 4l i BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION O HALF TRUSS DESIGN BY OTHERS S1 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' O.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 Uj DETAIL 1 - TRUSS COLUMN ONNECTION, PURLIN SUPPORT N.T.S. NOTES FOR CONNECTION DETAIL S1 S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER 0 PURLIN SUPPORT STRUT 2: X '4' X FULL apR�1a DEPTH OF TOP CHORD PLUS PURLIN, MergDD NAIL PURLINS W/(3) 16d NAILS .gECrIpN 5NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, 0 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 10 5WOOD POST, SEE POST/FOOTING SCHEDULE.' S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES a MCTya� NNeprl OR 3/4'0 MACHINE BOLT ' a' pN 0 SOLID BLOCKING AT CONNECTION POINTS, 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' TOP. GIRT Nn p SI 4 - 16d NAILS OR 3/4'0 M. BOLT 1" 1" E - 16d NAILS 111 0i 6„ 8" OR 4, 10" POST 111 DOUBLE OVERHEAD DOOR OPTION I OPTIONAL FRONT ELEVATION N.T.S. I 9 NOTES FOR DETAIL 2- KNEEBRACE z _ - Sl S2 TRUSS TOP CHORD, DESIGN BY OTHERS SPACING TRUSS BOTTOM CHORD, DESIGN aY OTHERS FOR SECTION A -A -ND - -- 2611- NES TYPICAL PURLIN, SEE FLOOR 2' X 6' : DF -L #2 EACH SIDE WOOD POST, SEE POST/FOOTING SCHEDULE U PLAN FOR SIZE 4 - 16d GALV, NAILS, EACH SIDE Ld S2 TRUSS DESIGN BY OTHERS 1), 2). Z � S3 2' X 6' @ 24' D.C., 10' BAYS 12'.0" �a 2'X6'@ 24' D.C., 12' BAYS NO ~ LJ DF -L #2 GIRTS FLAT @ 24' D. C. = O v S4 CONCRETE FOOTING, SEE SCHEDULE 0.47 L S5 EXTEND POST TO TOP OF PURLIN - 3•,U-•- IJ ROOF FASTENED TO PURLINS WITH 6" X 8''VII%2"X B' cwi7 1 1/2' LONG" WOODFAST TEKS, 20'4" 6" X10" WALLS FASTENED TO 3 -0' NO _ GIRTS WITH 1' LONG 10 22-0 WOODFAST TEKS. BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION O HALF TRUSS DESIGN BY OTHERS S1 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' O.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 Uj DETAIL 1 - TRUSS COLUMN ONNECTION, PURLIN SUPPORT N.T.S. NOTES FOR CONNECTION DETAIL S1 S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER 0 PURLIN SUPPORT STRUT 2: X '4' X FULL apR�1a DEPTH OF TOP CHORD PLUS PURLIN, MergDD NAIL PURLINS W/(3) 16d NAILS .gECrIpN 5NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, 0 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 10 5WOOD POST, SEE POST/FOOTING SCHEDULE.' S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES a MCTya� NNeprl OR 3/4'0 MACHINE BOLT ' a' pN 0 SOLID BLOCKING AT CONNECTION POINTS, 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' TOP. GIRT Nn p SI 4 - 16d NAILS OR 3/4'0 M. BOLT 1" 1" E - 16d NAILS 111 0i 6„ 8" OR 4, 10" POST 111 DOUBLE OVERHEAD DOOR OPTION I OPTIONAL FRONT ELEVATION N.T.S. I 9 NOTES FOR DETAIL 2- KNEEBRACE POs POST Sl S2 TRUSS TOP CHORD, DESIGN BY OTHERS SPACING TRUSS BOTTOM CHORD, DESIGN aY OTHERS 3'-0- 3•-0�• -3,-0"- -ND - -- 2611- S3 S4 2' X 6' : DF -L #2 EACH SIDE WOOD POST, SEE POST/FOOTING SCHEDULE 26" SS 4 - 16d GALV, NAILS, EACH SIDE -101'0- 10'-0" _12-0" 12.0" 1), 2). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES, ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. =12.0"- -12-0- 12'.0" POS T -O" NO POST 28- -3: �7- 3:;�:: - --NO -- --- SPACING UE I AIL L - it KHC r\vtIsE N.T.S. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIO14AL 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 psi, 4 SACK MIX FOR FOOTING::. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L X12 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEGULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY 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 BUILDING" SHALL BE AS NOTED 1 BY WWPA GRADING GRA[ED - R BETTER FULL DIMENSION AND RIALS SHALL BE HE M FIR 2 0 , ON THE PLANS. ALL POST MATE # RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM /;307. 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 i" OR LONGER METAL TO 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 INTERIOR OR GABLE END TRUSSES SINGLE SLIDING DOOR OPTION- - - - - -, NOTES FOR TRUSS \7EB BR 1 G1 OPTIONAL FRONT ELEVATION TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS p 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 S1 lOd NAILS @ 6' O.C. Od NAILS @ 6' O.C. 111 4F- ' X 6' OR 2' X 8' L -BRACE L -BRACE NAILING PATTERN FOR S^ POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER TRUSS WEB MEMBER TRUSS WEB MEMBER AND MUST E,;TEND TO THE BOTTOM OF THE FOOTING. S4 LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN MITES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE ,'_ VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SOIL Sl FOOTING DETAIL N.T.S. GABLE END TRUSS 8 - 16d NAILS 8 - 16d NAILS 21 X 6' X 18' BOLTING BLOCK CORNER POST 8 - 16d NAILS 2" X 6' X 18' B3LTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING ALL CORNER COLOUMN CKS GIRTSOW 10•-0" -12-0"- 12.0" X X X 0.20 0.20 0.20 0.24 0.24 0.27 0.41 0.41 0.41 0.41 0.41 0.41 26' 10'-0" -NO -NO 0.41 0.41 0.41 0.41 0.41 0.41 0.44 0.46 26" 2-s 3'-0- 3•-0�• -3,-0"- -ND - -- 2611- " -N0 26" w&_ -- --- 26" 3'•2" -.ND - - 26"--3,",3;x--NO ---- - - ---- 28'• T -O" NO 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.6 28- -3: �7- 3:;�:: - --NO -- --- 28.. - 0.47 --10•,0•'- 16;-6'' - 3•,U-•- 10'-0" 10'-0" 8••X8•• - 26" 8'-0" '-h10 --NO- 0.47 10'-0" 12'-0" _ 6" X 6" W/2•� X6^ " -26:x--- -3••0�- -- --- 0.47 --- --- -- 10'-0" -- --- ------------- --- ---- - - ---- NO 0.47 - 10'-0 16'-0" 6" X 8" 28" 3'-0" NO -NO- 0.47 --10•,0•'- 16;-6'' - 3•,U-•- 16-0"- 0.47 6" X 8''VII%2"X B' 36' i6i-wo 20'4" 6" X10" 28 3 -0' NO _ 0.47 10 22-0 s _' - X 10 wn xs^ " 28 3 -0 NO _ 0.47 10'-0 - 2N -V' 6 X 10 W/2" X 6" 28 3 2 YES 0.60 124' 8'-0" 6 X 6 32 T -O" _ NO 0.62 12-0' 10-0 6 XB' _ 32 _ 3-0' NO_ 0.62 12-0" _ JT -01' 6 X 6 W/2" X s•' -32 Y-0" NO 0.62 NO 12-0 12-0' 32" 3'4" NO 0.62 924 164 3'-0" _NO_ 0.62 6 X 8 W/2" X 6" 32" _ 12.0' _jebii 10-0" 61, X10 - _. 33 3-0" NO 0.62 12_-0' 20-0 6 X 10 W/2" X 6" -3i'7-3•-0" 3 -0 NO .. 0.62 12-0" -22•,4•; 6" X 12" 32" 3T, T-2" 3'3" - ____NO__ NO -_ 0.66 0.68 10'-0a- 10;;0;v- 6:: X-6.--- ---30:� " -33:� -NO -- 0.66 101,01, 6"X 6., X 8" 3N„ 101-0" _12'-0" IN-wl 6" X 6" W/2" X 6" 36' 3'-0" NO 0.66 - 10'-0 16 -0" e X 8 30 3 -0' VES 0.66 _ 10'-0 NO 0.66 16-0"- --- - 6 X6 WI2"X6'• - 30 3-0' i6i-wo 18-0" glIx8 W/2"X6" -30 3'-0" -NO--� 0.66 j---10:-0..- 0.66 - 20:-0.: 64 X 10" - 10'-0 - 22'-0" 6 X 10" W/2" X 6" 30 T -O" NO ------ 0.66 10'-0'• _- 24'-0" .. - 6" X 12" _ 30 ..._ 3 2" YES 0.68 12-0 8-0 8 X 6 33 3-0 NO 0.66 12-0 33 3-0' NO 0.66 104 6 X6 NO 12-0 12-0' 6 X 6 W/2" X 6" 33 3 -0' 0.66 G" X 611 o X8 W/2 XB" -93 -'177 NO-_- 12-U ,n-0 1 14-0 $-0 0.66 -__0.ss . i-0 10-0" 61, X10 - _. 33 3-0" NO 0.66 12'-0 20-0' 6 X 10 W/2 X G 33 13'•2" 3 -0 NO 0.66 124'-0" NO 0.70 6" X 12" W/2" X 6" 33" NO 0.72 --10'-0 10-0' 6X6' 34 - 3-0" _NO 101,01, 16,,3.. 6., X 8" 3N„ T -O" -Y_. 101-0 181-01, 6 X 8 -NO -34"- _3'-0"_ 10'-0 -- 204' - 6 X 10 -- 34' -- 3'-0"- - YES_- 10'-0 22-0 6 X10 W/2 X6 34 34 10'-0 24-0' 6 X 12 W/2 X 6 34 34 SECTION SECTION B -B 6 0 6X6 36 34 _- 12-0 10-0' 6X6 W/2 X6 36 3-0" AT INTERIOR TRUSSES AT GABLE END TRUSS 1z-0 12-G s X6^W/2"XG,, -3e"-- 3'-0" IAPHRAGM SCREWS e ENDWALLWASE GIRT ACROSS 12-0 16-0" 6 X 8 W/2" X 6" 36'_ T-0" APHRA DIIOR HEADERS 6 GAH END TRUSS TOP CHORD, - -- - AVE S. RII:GE: PURLINS ON RO 12-0 18-0" 6 X 10" 36" 3'-0" 4 12 -0 2V -W' 6 X 10 w4;.1. X 6'• o OPENING Si 53 120 22=0' s x12 WnX s^ -36^- T.2". 3068 MANDOOR OPTION 12-0" iv -wt s x12"Wi2"xs" 3s^ 3'-z" B DIAPHRAGM SCREWSJ TYPICAL SCREW PATTERN, EXCEPT AS POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 I12� .� S4 NOTED ABU `!E - POST COLUMN FOOTING OPTIONAL FRONT ELEVATION SPACING "H" 1, "B Dia r l" SCREW PATTERNS 10'-0" 8'-0" s'xs" 36" V-0" 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.83 0.83 N.T.S. STEEL .MEETING _i0'-0^_ 10••0^ 6^X6^ - _3"s'_ _3'0^ _No_ 0.79 N.LS _10';6" 12,,U,r 6•, X 6•, W/2" X 6" 36" 3�,O:;, Pjp __- 0.79 SS 10'-0 14-0 6i; X8 36 3-0NO 0.79 TYPICAL RUSS BOTTOM CHORD BRACING 10'-0 -0' 6 Xa w/2 X6 -3e -- 0.79 _. _ _ _ --_ 10'-0 - 18'-0' 6iikw -36 3'•0 NO 0.79 NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. 10'•0"- 20'-0 6 x10"W12^x6" 36" T -O" -YEs 0.79 0.79 Sl GABLE END TRUSS - 6; -- -- -- ---.. ._- --- -36" T-- ---- 70'-0" 24'-0" 6" X 12 36'• 3'•2" YES 0.83 S2 DOUBLE INTERIOR TRUSSES 12-0"_ 6-0" s^xs" --ao'_ 3'-0" NO 0.97 --- -- - k6 ---- -- -- --- 12-0" 10'-0" 6" X 6" W/2" X 6'• 40" 3'-0" NO 0.97 S3 2' X 4' X -BRACING @ 10' 0' D.C.iz-0'_s^X6^ - _a0'_ s'-0" =No= os7 S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. 6" NO 0.97 OR, AS SPECIFIED BY TRUSS MANUFACTURER 12-0 16'o s Xa Wn"Xs" 40 T -O" F 0.97 12-0 1e'-0 s'X 10 - 40 3'-0" vEs 0.97 SS TOENAIL BRACES TO TRUSSES WITH __12.0^ 20'-0^ a-XI0"W/2"z0" _40'_ T -O" -NO_ 0.97 3 - IDd NAILS 7p C,�, 11/hirn 12-0 22'-0 6 X 12" W/2 X 6" - 40 NO 0.97 -_-. -- ---- -- - --- _--. „ W/2" X 6" 40' 3'.2" NO 1 1.03 SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION ----- N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS SI HALF TRUSS DESIGN BY OTHERS S2 8' X 10' HEADER UP TO 12' 0' DOORS 8' X 12' HEADER UP TO 20' 0' DOORS 8' X 12' BACKED WITH 2' X 6' UP TO 24' 0' S3 2' X 6' HEADER S4 W6IS 8 T ALLHEIGHT W/ 2' X 6 FACER 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, S5 DOUBLE 2' X 6' KINGPOST SLIDING DOOR OPENING % 11-... TYPICAL SIDE ELEVATION ---- N.T.S. NOTES FOR SIDE ELEVATION Sl 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS P, Y R' HFADFR FOR 8' & SMALLER SLIDING D 12-0 M, 6 X 12 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2. ENDWALL POSTSASMAL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED ( POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X FOOTINGSESHALLL EP FOR A 24"0 XH3S 4" DEEP. ABOVE 16' WALL HEIGHT, 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING Daniel Wambeke P. E. Spokane, WA 99223 eIe hone, 509-443-6186 Faxi 509-448-6582 a -mall dwambeke@msn.com :)3LOLi DA` ,t ,'P �""UCTURAL DETAILS AND SPECIFICATIONS ININFi-MILE SIDEI=BU1'LDINGS &SF LIVE LOAD D - CONSTRUCTION 0X 374 FALLS WASHINGTON 99026 -- - HY DATE DRAWING NUO RE' DRAWN WAMBEKE 3-04-06 MID-NITE.IBC2003-06 ' 'CHECKED . HANGE 7I PROJECT N0. 2006--- SCALE,_N.T.S. SHEET I DF I EXPIRES 12 29 0% PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR COD- COMP EA'NCE SPOKANE VALLEY SU ING IVIS!ON