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2007, 10-08 Permit App: 07003898 DeckPermit Center SC1 okane 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: Spokane Valley, WA 99206 PERMIT FEE: jValley- (509)688-0036 FAX: (509)688-0037 ; Community Development www.spokanevalley.or Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel [VV Deck ❑ Other: SITE ADDRESS: ASSESSORS PARCEL NO: ��J • �y LEGAL DESCRIPTION: Building Owner: Name: Address: City: State: ! Zip:. PhopCL .b D .3 l4r.-P4k # . 3 6 S3 Contact Person Name: Phone: Describe the scope of work in detail: Contractor: P.O 80X8456 Name: STONEC-:-_ST HOMES Address: SPOKANE, WA 9924? City: State: Zip: Phone: G!� ��o2li Fax: / -7 �t el, ZI Contractor Lic No: �/6C Ex D te: ty Business Lic. No: L/� �D F-i y et &off /A3 3-16, Cost of Project: $ /91 DDO- °° ,#bb17/G• 2),6eit'_ / � `�` fr /Thi J?,0"' M!!F' 1b Proposed Use: 4::!7,e **************The followine MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: �? /+e X q19 ',D "F MAIN FLOOR TO SQ. --2'FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: BECWCOV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 7AT'S 3 �� PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: RCE: SEWER OR SEPTIC? %"/ Ce Y4!%2r4;r4�. The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: DATE: Method of Payment. ❑ Cash ❑ Check ❑ Mastercard Bankcard #: Expires: Authorized Signature: REVISED 2/15/07 -W1 ❑ VISA VIN#: S ITE PLA tQ �-- /VO( -14 I �RR!nl fIEL� I 1 ST�rRS Daz�n1 scoarr TANK I ! I .3o'covf��D PaErra�J 1 �/1 L P1TCkA a C' o/F1P0 S/ T/oAI p '0 r ,, P�2o�oS�A.4DAITio�r1 Ito �-17AIIZS D00A) oN siAE 3,L F}ou5t✓ `� yam`, aPPE:/t, C/ktJT q o' 'PAeVEW” I .2,e$ LNAscPr* I /-�LL07IfE� N7/t/7/�EScer>7 ��orrl ol'PoSlTE PA& t------------- 57�24F�, APPROYED BY /i/ExT 17"e.6�' i m 9.CN Cfis/►'Is .5�8"X/3��"r 1�i7fS w/LG �19-r 17641.5A -Al STS ON f,Po�/7 dF l�E F/risSn'1E (cIALL A7- �ERrY'/ QEfk'. /°O/NPt/LG QE frP'I \ G�it/vk' SrsLiD vo �/ STG/dS �a �s� �6\ �1�.C,G..¢.d� •y- z /tip f� ,pg. -1 M✓q 1 �� C,4,J•r. Ja' bEcle wjAt .66 StIO&Z A)/AfbDt.J /o/ AIPZIA✓ Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. ,lry,47'F..-eAAI .c4ed 4,0 woof t.J t 4946LTi// 0147Z -0,01;0Z �l` SDfFiT /-,ANT/,�►�� w��L B� 7 -el M �1��C'b/,.SdffoT' �sf X'/t� y�T�'�►. 9 ,` <- d O r"PS-rM47- .2i�L.��� Al T /nDST.fy �' /t/�' �errL. Sg1a�S yNl>�r� ,C��s�MS• ! 3 b T-4Ck'" r S r'Z •tea f�}2%/•�ic<<l� ON ZX/D VaJ .l � /j''irrT T / oLT�b &OL TS W14oW SN&R.S, c��w�s�Rs qT /© FT �t<.St:. kJit�C DECKS: Ledger board requires ''/2' lag bolt @ 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. 49z '40 - rt Sol) 714 if C 4 23 7.7 4tv 4".) 0 tf� F60r e. 0 eel lee Job T vee Truas-Typo QTFILE GABLE Evargrwrn Truas 3 Suppry E &Tr Perk, %W 539006 1-0-0 1_b.13 3x8 a1y I Pl Lb 1_ - Rrtur,1 o Bartel _ 8.800 s ur 15 2007 MTek-indu&efies Inc. Tue Stip 25 OF56 a6 2U07 Pagq 15.0_D 22-3 --- I----- - - I 300"0 --31=°P 7-3-3 9.3- 7.0-13 1-0-0 SCWe • 1:52. 4x6, - 7.ODIt2 8 Sx5 I - 18 15 14 13 30 - 34 3x4.- l 7.8-15 .. . _ I . 15-0-0 - 22.33 30-4-0 _ I 7-8-137-3-3 7-3-3 7-8-13 Plate oft9ets (X.Yj: (2:D -2•!I Engel, f5; Q.2=8,D-3 0 0.2 8 0 3 0 10:0-2-17 Ed - - -- -- — LOADING(psl5 SI'ACING 2-" CSI DEFL in (loc,' I/de9 Ud PLATES GRIP TCLL 30.0 PI Ites Increase IAS TC 0.72 Vart(LL) -0.12 2-1E >998 240 MT20 2201195 TCDL 10.0 Lt mber IncreasA 1.15 SC 0.51 Vert(TL) -0.28 2 -le >099 780 SCLL 0.0 W V Straaa Incr YES W13 0.40 Horz(TL) 0.09 iC We n/a BCDL - 7_0 Gude IRC2003lTP12002 (Metrix) WaighC 201 Ib LUMBER BRACING I TOP CHORD 2 X 4 DF N0,1 k�Btr TOP CHORD Strut Iral wood sheathing directly applied oc 3.0-7 oc purlins. BOT CHORD 2 X 4 DF No.h L8tr BOT CHORD Rigid eiling directly applied or 10.0-D oe bl>:a:ing. WEBS 2 X 4 DF Stu& Std WEBS 1 Ra at Micipt 4-14, 8-14 OTHERS 2 X 4 DF Studu Std REACTIONS (b/size) 2814 93/0-5-8, 1021493/°-5 8 Max UPIift2=-1' 7(LC 3), 10--177(LC 3) FORCES (lb) - Maximum Coi npreaeion/Maximum Tension TOP CHORD 1-2=0143, 2-3=2366121 7, 3-4=2248/236, 4-5=-1598/195, 5-55--1443/222, 6-7--14431222, 7-8: 1598/195, 6-9=-2246/233, 9-10=-2388!217, 10-11=0/43 SOTCHORD 2.76-it8/19i2 1$ 19�-715!1952, 147$x.11611952, 1 3-14=-7 7 817 952. 1 2-1 9=-1 1011452, 14 2=-116/1952 WEBS 4-1690/271, f-14---a3/9D4, 3-12=0!271, 4.14 -8291146, 8-14=-829/145 NOTES 1) Unbalanced roof live kmde I .ave been Considered for this design. 2) Wind: ASCE 7-02: 85mph; I -261t; TCOL=4.2paf BCDL,4.2psf; Category 11; Exp B; enclosed; C -C Ext0rior(2 cantilever left and right exposed; and vertical] aft and right exposed; Lumber DOL=1,33 plate grip DOL=1.33. 3) Truss designed for wind los ds in the plarw of the truss only. For studs exposed to wind (normal to the face), 6e MITek "Standard Gable End Detair 4) This truss has been deSlgne d for a 10.0 psf bottom chard live load nonconcurrent with any other We loads, 5) All plales are 1x4 MT20 unhts otherwise indicated. 6) This truss requires plate ins]reetion per the Tooth Count Method when this lruaa is chosen for quality aseuran r Inspection. 7) Gable studs epaced at 2-0- oc. 8) Provide mechanical oonned on (by others) of truss t0 bearing plate capable of withstanding 177 Ib uplift at joie 2 and 1771b uplift at joint 10. 9) This truss Is designed in sa wdance with the 2003 International Residential Code SWIons R502.11.1 and RE 2.10.2 and referenced standard ANSI/T 21 1. LOAD CASES) Standard �j Job Tn rs. - Truss Type QTFILE I �HOWE EvenWeen Truss 6 Supply. De ar Park. WA 90006 TL- -, - -- 76.13 1-0.0 78-13 3x10 7.3-3 7.00 12 =97. J4qkBptL@LnL* (opfional) _ 6.500 s J r 15 2007 UiTak Induairies, int• Tuo SaSap 25 09:52:34 2007 Paan i -( -- 22-3 ' --- i --- 30-0-L 1-0-9 7-3-3 7-8-13 1-0-0 41(e 5 14 13 12 11 10 If 9x4 - 3a = 3x4 = 10 3x10 1:4 11 7-1-13 15.0.0 22-3-3 7-1-13 7-3-3 7.3-3 7.0.13 Plate Offsets (X,Y); t2:a1a1 0-0-7-0], te:alal.o-0-tOj - LOAD fl SF ACING 2-0.0 CSI OF -FL in (IOC) Vdef) Ltd PLATES GRIP 1•CLL 30.0 P, les Increase 1.15 TC 0.52 Vart(LL) -0.11 8-10 >999 240 MT20 220N95 TCDL 10.0 Lu nber Incrasso 1.15 BC 0.48 Vert(TL) -0.23 8-10 >999 160 BCLL 0.0 Re i Stress Incr YES WS 0.37 Horz(TL) 0.08 6 nla n/a BCOL 7.o Cc Is IRC2003ITP12002 (Matrix) Weight 137 Ib LUMBER - BRACING TOP CHORD 2 X 4 OF No.11 Btr TOP CHORD Struc rat wood sheathing directly applied or 3.8-11 oc purlins. BOT CHORD 2 X 4 OF No.11 Btr BOT CHORD Rigid If ing directly applied or 10-0-0 oc brlt:ing. WEBS 2 X 4 OF Studr ltd WEBS 1 Rov V midpt 3-12.7-12 REACTIONS (lb/aiZe) 2=1413/0-5-8, 8=1493/0-5-6 Max Upbirt2--17 7(LC 3), 8=177(LC 3) FORCES (ib) - Maximum Cor rpreeeion/Maximum Tension TOP CHORD 1-2-0743, 2-3=2249/226, 3.4=1 54 111 94.4-5=1 3 9 01222, 5.6=-1390/222. 6-7=1541/194, 7-8m 249/226.8-9=0143 BOT CHORD 2.14=991180 , 13 14=-98/1801, t2-13=99/1801. 11 12= 99/1801, ta11=99/1801, 8 10=-991 101 WEBS 3-14=0/277, 5.12784/837, '-10-0/277, 3-12--742/139, 7-12=-742/139 NOTES 1) Unbalanced roof live loads 1- ova been considered for this design. 2) Wind ASCE 7-02; 85mph; 1-=29ft: TCOL-1-2ps . 6C1)L=4.2paf, Category II; Exp B; enclosed; C -C EMerior(2 cantilever lett and right exposed: end vertical [aft and rlghl WOsnd: Lumber DOLr-1.33 plate grip DOL=1-33. 3) This truss has been designs] for a 10.0 psf bottom chard live bad nonconcurrent with any other five loada. 4) This truss requires plate final action per the Tooth Count Method when this Tuss Is Chosen for quality aeauran• , inspection. 5) Provide mechanical connect on (by olhers) of truss to bearing plate capable of withstanding 177 Ib uplift et joie 2 and 177 Ib uptitt at joint 9. 6) Thls truss is designed in as xdance with the 2003 IntamaVonat Residential Code sections R502.11.1 and R8 t. 10.2 and referenced standard ANSI/T 11 1. LOAD CASEIS) Standard Decking ou center. rm edge of cenler of e 1-Ih" mum 7'•0"maximum - .... _ --- Post min _ r t`I nunimutn if covered Iz' min{ Natural Cnde_i tee{ 7' min to daylight - lr�ctal basecap 1" min, above concrete or provide treated wood ■ ' Minimum 2000 psi a cooling 1000 psi concrete Y Nab If grealer Lha, provide ■ m 40 braeea e Io -beam ooan (Maximum Height shall more ban li Post & Deam Connection detail (interior condition) Post Cap Installed per—1111clurer'a Inetruclion--� L�1a"min. tt I (4x4) +y Knee brace (;fin IA la" min. (04) Two 1!2" diameter leg � I� Knee brace bulla lop and bottom typical Pori -Metal boecap " min, above concrete or x ld located wood e" madmum �— 24" nunimurn it covered minimum ledger attachment must be Lolled Iluough Two 1/I" diameter lag bolls lop R I bn0om Ipl,i-1 Post & Beam Cofuleclion detail cap Installed per mauufaclurer's instruction 29max. Fu'll Oerhang Lrnxi�s.-i!nr.^.i Two 1/I" diameter lag bolls lop R I bn0om Ipl,i-1 FULL 36 IN. MIN GUARD HEIGHT PER SECT. 8316.1 AT LANDING 4 -IN. SPHERE CANNOT PASSTHROUGH 6•IN, SPHERE CANNOT PASSTHROUGH 34 IN. MIN GLIARD HEIGHT PER SECT. 8316. 136 IN. MAX FOR HANDRAIL PER SECT. 8315.1 � OTE: DEPT110P4M.MU9TBE OBTAINED TOOIRIL^dORTiONOf MIKANOMI TYPE 111 WIDMRr OTNER GRAPES WILLALSO WORK HANDRAIL WN11 CINI WAR 1NI IN. MDU 2+fIN. MAX DIAMETER 04 PROV101_ EQVIVAIFM IIANORAIL TI NT 19 NOT CIRCIXAR ORABPABIITY MUST PRDVIDE•EQUIVALENT aRABPINO 6VRFACE TO TI Ili 6 PEC IFIED CIRCULAR CROSS BEQTIONS CIRCULAR HANDRAIL NONCIRCUTAR Iw1ORAIL TYPEI IaURAIL OPEN RISER PERMIT?ED-41N. ^ SPHERE WILL NOT PASS L�J THROUGH OR WHERE HEIGHT OF STAIR IS LESS THAN 30 INCHES 0 0 10 IN. MIN RUN MAX. RISE 7314 IN. VARIATION OF RISER HEIGHTS OR TREAD DEPTHS SHALL NOT EXCEED DIB IN. t FINAL AS -BUILT INSTALLATION Qv J� q I Y REMARKS -�, iif't NOR1 H • `t. L.� 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 ;,O%Uey REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY 6,, iv DINC DIVISION 3 -.. _ __