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2006, 07-13 Permit App: 06002428 Garage Project Number: 06002428 Inv: 1 Application Date: 7/13/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24x28 POST FRAME GARAGE,ATTACH TO Contact: BUNKER BUILDINGS EXISTING SHED&4x2 BREEZEWAY Address: 1028 W.ROSEWOOD AVE#100 C-S-Z: SPOKANE,WA 99208 Setbacks:Front Left: Right: Rear: Phone: (509)468-8182 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Sout Parcel Number: 35242.2525 Block: Lot: SiteAddress: 6323 E 7TH AVE Owner:Name: MARANG,WILLIAM 0&LING Address: 6323 E 7TH AVE Location::CSV SPOKANE VALLEY,WA 99212 Zoning: UR-7 Urban Residential-7 Water District: Hold: ❑ Area: 6,832 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: . _, .mom. K _ --.,..: _ ,k X1424 Review Building Plan Review Released By: Originally Released: 6/29/2006 By: TMELBOU Septic Sys Review Released By. SEE SRHD APPROVAL 7/13/06,PER WAIVER,DRY BUILDING ONLY Originally Released: 7/13/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 6/23/2006 By: cjjanssen Operator: AMB Printed By: AMB Print Date: 7/13/2006 07/1312006 09:22 5093241567 SRHD EHS PAGE 01/01 _ ,� ri[ TO 3241567 P.01/03 Project Ntr n xr: 46002628 lnv: I Application Date: 6/22/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Profect,Gi,rnration: , Permit Use: 24C28 POST FRAME GARAGE,ATTACH TO Contact: BUNKER BUILDINGS EXISTING SHED&4x2 BREEZEWAY Address: 1028 W.ROSEWOOD AVE#100 C-S-Z: SPOKANE,WA 99208 Setbacks l"ront Left: Right Rear: Phone: (509)468-8182 Group Name: Sited r alto , Project Name: Plat Ke;I: Name: Range _._ District. Sout 1'era;J N_ttm bet: 35242.2525 Block; Lot_._._ . . . ....__., S iteAddress: 6323 E 7TH AVE Owner:Name: MARANG,WILLIAM 0&LING Address: 6323 E 7TH AVE Location::CSV SPOKANE VALLEY,WA 99212 Zoning: UR-7 Urban Residential-7 Water District: Hold; ❑ Area: 6,832 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of D c t lliass: 0 Review I jo rmwioni Rtv!r , Rind mg Plan Review r:' y:'� !p Septic Sys Review ~��..r46.p„ u, L:.at la Conditions Permits: be -- Building Permit Contrac:ot: BUNKER BUILDINGS Firm: BUNKER BUILDINGS Addres t 1028 W ROSEWOOD Phone; (509)468.8182 SPOKANE,WA Opel=n: AMB Printed By: AME Print Date: 6/22/2006 JUL 13'2006 10 42 5093241567 PAGE.01 Project Number: 06002428 Inv: 1 Application Date: 6/22/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: ...ate - Permit Use: 24C28 POST FRAME GARAGE,ATTACH TO Contact: BUNKER BUILDINGS EXISTING SHED&4x2 BREEZEWAY Address: 1028 W.ROSEWOOD AVE#100 C-S-Z: SPOKANE,WA 99208 Setbacks:Front Left: Right: Rear: Phone: (509)468-8182 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Sout Parcel Number: 35242.2525 Block: Lot: SiteAddress: 6323 E 7TH AVE Owner:Name: MARANG,WILLIAM 0&LING Address: 6323 E 7TH AVE Location::CSV SPOKANE VALLEY,WA 99212 Zoning: UR-7 Urban Residential-7 Water District: Hold: ❑ Area: 6,832 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: �: .r;,- ,4i tr 3 u. :, Review Building Plan Review Released By: 0 .. Septic Sys Review Released By: lj��ii tc t f,4-esQ r - /I-7 kt,- , (,o n . Landuse/Zoning/HE Conditions Released By: '. �' 1 :of Building Permit — - - Contractor: BUNKER BUILDINGS Firm: BUNKER BUILDINGS Address: 1028 W ROSEWOOD Phone: (509)468-8182 SPOKANE,WA Operator: AMB Printed By: AMB Print Date: 6/22/2006 07/12/2006 07:57 5093241567 SRHD EHS PAGE 02 JUL 10 2006 15:19 FR TO 3241567 P.01/02 Project Numib,s: 06002428 Inv: l Application Date: 6122/2006 Page 1 of 2 THIS IS NOTA PERMIT Penalties will be assessed for commencing work without a permit ?rofrc$Jn@[ +�kL, cr. BUNKER BUILDINGSPermit Use: !4C28 POST FRAME GARAGE,ATTACH TO Contact g LISTING SHED&4x2 BREEZEWAY Address: 1028 W.ROSEWOOD AVE#100 C-S-Z: SPOKANE,WA 99208 Setbacks;F runt Left: Right: Rear: Phone: (509)468-8182 Group Name: Project Name bS,lks inform a don: Project Sout Plat Ke; Name: Range _ __. rP'rt:e7 T7umber: 35242.2525 Block .Lot: Owner:Nurse: MARANG,WILLIAM 0&LING it cAddress: 6323 E 7TH AVE Address: 6333 E 7TH AVE Location::CSV SPOKANE VALLEY,WA 99212 Zoning: UR-7 Urban Residential-7 Water District: Hold: 121 Area: 6,832 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 RteIrfnotatiow: _— Revietr '451ry, Bud ling Plan Review ;,, fi L;_ �a_ 'Z1113: ' ,.' s1;1,0-;- .1!.4„,7,i.' `.t� Wit:";F.`,+,b;YYY.41Gt — , Y 'art j� :. lv`'v ~i..•".. 7 „�`' t� i �\ - „tom. • i ��. fi ;'?,.r. ' SRt tIt B Rericw V01.%{ ; t . ` e ;.at•,rel^ ; 1; Lan dise/Zo Nn!If t ,w2 Ara,:J'a`', ''s.r tti., * :' ,. - t►•�. "1 _. _ - -- remits: , ----- - - Building Pantie — - Contract it BUNKER BUILDINGS Finn: BUNKER BUILDINGS Address 1028 W ROSEWOOD Phone: (509)4684182 SPOKANE,WA Oper icor: AMB Printed By: AMB Print Data: 6/22/2006 JUL 12 2006 09 19 5093241567 PAGE.02 Project Number: 06002428 Inv: 1 Application Date: 7/13/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: BUNKER BUILDINGS Firm: BUNKER BUILDINGS Address: 1028 W ROSEWOOD Phone: (509)468-8182 SPOKANE,WA This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 672 $12,768.00 672 $12,768.00 Totals: 672 $12,768.00 672 $12,768.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $223.25 ACCESSORY PLANS REVIEW 1 SELECT $55.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $283.56 Notes: In en,,...... " P .. N ,,L :W:.. . O :k kkrkikknakuk...: kkkAPAWkW,k,: �. : �k, Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $283.56 $283.56 $0.00 $283.56 $283.56 $283.56 $0.00 $283.56 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 7/13/2006 Permit Center Scm•cx - olcane 11707E Sprague Ave,Suite 10 ;* Valle [ `a --. - S okane Valley,WA 99206 � C, [`' t �'�� ��� J (09)688-0036 FAX (509)688�G�3 L ,� �/ �r Community Development www•spokanevallev.oro'com `.JI JUN 2 1 116 r :4 (;- Residential Construction i)N wj Cho n r ¢¢�o , ''Accessory Bldg PP Permit Application o Addition/Remodel D Deck a Other: Mff SITE ADDRESS (,,,--S�-3 E. -75p,k,.,,e v, l ieLA w A 19->-1,2- =) ASSESSORS PARCEL NO: LEGAL DESCRIPTION: , — _ -_ .,' : ' r , �,. - :- fWi. itllfll;WrY 1 '' t y COliier 4t - -. Name: R , i f r o. Ys Name: [;,„f... r 'c-i- •d--- CSItc13 S 1._:.,:: Address: Si; NL Address: I7 -S (am. 0,-,e ,—;),J,) City: Zip: City: 'St') Zip: -t' 2 ->'''-;t5 Phone:C34- •Z/1C1= Fax: Phone: '4.,,;,,,-at o 2'• Fax: - , 1-i � Lic No:P'-*-+ E5 1156E Exp.Date: 7'`' `' x � ...''` -.. City Business Lic No: 0.. r;IQ Nam LQ Phone: 5 _V t Co Describe the scope of work in detail: Cost of Project: $ 11,t 31 - Er C-c+ Z >< 2- 1 O, ro St }c o,, - u, .o`ra:y - A44c cts- 4., k--‘,s(`,.� 51\(23/ l.L- I-f/,2 ar'cezek-A-, . **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: ,i DIMENSIONS: #OF STORIES: 1 TOTAL HABITABLE SPACE: , 1-1x2(. MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: _ AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: *--7-1._ — PROPERTY: o #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: S WERROOR SEPTIC? C. DISCLAIMER 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 • Signatur � X� ,c �yr--l �GGL � ,� - Date ‘1,,L(/6- �ri Method of Payment (Faxed permit applica • ns,�,0-rt6nly be accepted with major bankcard) ❑ Cash 0 Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 6/25/2005 PAGE 01 ,,,,,,, ,,,,,,,,,z,,h4.,,,.,-.;,,,,,:'...c.,..,7i.::.:......1',...,:,..':,:•.‘.4.4 5093241567 SRHD EHS ..ft ,r4e7.,:','‘.:57.c.1*ten;1•749::.;;i'nw,v1,1.,;?.....-.0;;',4:7.'....'•...,..,....".::::''',. ..:'.•c,-,'-. .,i1';'7.t*:-.Y.41,,41',''''.'''.:. 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Design,LLC ��jDate: Sheet Job N tuber. �� Bile. � �6•/}•Ob Structural Engineering ServicesQ/J�M Q y Revise a'/04.-r i)est•, �oF WAS, ... 2-40y dowels o a " r,,,, at each Pier n .t429.:,0,447 • kNAL 'EXPIRES 6-04-0$ PAY'I i c I P/mx /osr"Peep/a 4s 5196-o-n-jrade Romihen by ohicrs hr o>t pier \ . tll�lii r , 111.=t>>= • 4 - / 1!I I i u1 e It ercieo/ I r liti // MOS I - I -• r ! L _71 / i r des — A/gfYe s o�l t9 2 =a•, redo/cots. To specify your title block on Title Job# • :Dsgnr: Date:10:57AM, 1 b JUN 06 these five lines,use the SETTINGS Description selection on the main menu and enter your title block information Scope: will be printed on each page. Page 1 Rev:510300 Timber Beam & Joist user.K-99 BI�Hcn�c e.ver s.�.3,z2 tie. .WW2c:lrya nibunker buikkng&mafa ug garageVenera (o)+ee3 Description Purlin 1 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1 Timber Section I 2x8 Beam Width in1.500 Beam Depth in 7.250 Le:Unbraced Length ft 3.00 O L Timber Grade s Fir-Lath, X Q 20 a c.c. /` Fb-Basic Allow psi 900.0 p Fv-Basic Allow psi 95.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive LCenter Span Data Span ft! 14.00 Dead Load #/kl 3.30 Live Load #/ft 50.00 LResuits Ratio= 0.9934 r Mmax @ Center in-k 15.67 @X= ft 7.00 fb:Actual psi 1,192.5 Fb:Allowable psi 1,200.4 Bending OK Iv:Actual psi 47.3 Fv:Allowable psi 95.0 Shear LReactions 1 @ Left End DL lbs 23.10 LL lbs 350.00 Max.DL+LL lbs 373.10 C, Right End DL lbs 23.10 LL lbs 350.00 Max.DL+LL lbs 373.10 LDeflections ii Center DL Defl in -0.037 UDefl Ratio 4,489.1 Center LL Defl in -0.567 UDefl Ratio 296.3 Center Total Deft in -0.604 Location ft 7.000 LS .s UDefl Ratio 277.9 • 1. 4 F WAS. 4 . 1 D lifP', i • JAR",FWASV it a " (i' r. f . ! id, , - -1ONA,lo- • I EXPIRES 6-04-o 8 To specify your title block on Title: Job# these five lines, use the SETTINGS Dsgnr: Date: 12:46PM, 19 JUN 06 Description: selection on the main menu and enter your title block information Scope will be printed on each page. Rev:510300 Page 1 User KW-080918,Ver 5.1.3,22-Jun-1999,Win32 Pole Embedment in Soil 9 (c)1983-99 ENERCALC c:Uyan\bunker buildingslmarang garage\genera Description Circilar pole with Point& Uniform Loads Revised General Information Allow Passive 350.00 pcf Applied Loads... Max Passive 2,000.00 Psf Point Load 1,252.00 lbs Load duration factor 1.330 distance from base 5.000 ft Pole is Round Diameter 24.000 in Distributed Load 0.00#/ft Restrained©Surface distance to top 0.000 ft distance to bottom 0.000 ft Summary i Moments @ Surface... Point load 6,260.00 ft-# Total Moment 6,260.00 ft-# Distributed load 0.00 Total Lateral 1,252.00 lbs Without Surface Restraint.. With Surface Restraint... Required Depth 0.000 ft Req'd Depth 3.057 ft Press @ 1/3 Embed... Pressure @ Base... Actual 0.00 psf Actual Allowable 0.00 psf Allowable Surface Restraint Force „1LtaS ; I► of wnsi, • t/ Q- �w 'sLnika 11, • • R 38294 F 4G1sT ti "ONAL EXPIRES 6-04-0 • STRUCTURAL CALCULATIONS Date: June 15, 2006 Project: Marang Shop Location: Spokane Valley, WA Scope of Work: Structural Drawings and Calculations Prepared for: Donald Stewart Bunker Buildings, Inc. 1028 W. Rosewood Ave. Ste 100 Spokane, WA 99208 509.468.8182 -office Prepared by: Ryan W. Barrett, PE Ascend Structural Design, LLC P.O. Box 18722 Spokane, WA 99228 509.465.3037—office 509.465.3038 -fax �1ovKES wwsri,, tp 1` • C, 9,4% RFS ER � `�10NAL EXPIRES 6-04-Q 1 MARANG • BB1436 24X28X10 4:12 sofKES WAsNA. )C. ,`,��\ A H • Z • A c,4' 0,t, 3829400 =.`4r 40``: ° . **ElZONAL 1('‘- 1)MATERIALS APPROVED FOR 0 PHOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. 'EXPIRES 6-04-O g I O 5/8-TYPE IC GYP BOARD(HABITABLE SPACE ABOVE)OR O 1/?GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) 2)OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8'.OR 20 MINUTE FIRE RATED DOORS. A I EXISTING SHED• I 4' 44- bX 8 Pos+s m _ 11111 ✓▪' EXISTING 201(8'STUD A WALL 1111 • 1'4- 16'4- ''4"(3'-11" I24' GABLE • - PAGE I/,1 ., 'TREATED POST kl eni-Fir' it 2 bit.. LP.22 .60 RETENTION GRADE Z x.,t, ti'M 0?. i 1 7' • J ill =- 111I dii �� R f F Scsl ° CONCRETE D ‘ a / 10NAt.A USE IN THIS / r d o l EXPIRES 6-04-at 1 ORDER 1.CENTRAL f G c 1.CENTRAL PREMIX R 533-0208 4 r E 2. SPOKANE ROCK PROD a , 4 T 244-5421 3. INTERSTATE7 ' 292-8600 4 A d 4.TONERS 1 292-2360 r d CAT A t-}-Cci ,Q is 'V ' F)11 9S% 1 , =2500 Pst• 1 Zs da sf �-� I IF=T—III '-7111t fi 1 I I y � LI I( SEE BELOW 14 POSTS POST FOOTING SCHEDULE LOCATION POST SIZE DIAMETER DEPTH YDS.PER TOTAL SECTION 2 A+B 44 8 2.9 " 1711-61/ ALL OTHERS 6X6 20" 3' E � '1F ORDERING LESS THAN 4 YARDS FROM ANYONE BUT CENTRAL PREMIX CALL OFFICE FIRST* PAGE 2 f I4 MARANG BB1436 24X28X10 4:12 • hof wEs 89 I b,, AD 38294 t(% 'ONAL EXPIRES 6-04-O'I 1 MBI • 12' • 14' • 14' • 12' • 13'-11"' 13'-11" 14' PEAK 12'-11"' " 12'-11" 11'-11"' ;1" 10'-11' 10'-11" 10' EAVE .111.1111111111 1_1 _I iI ■��■ _ ■gym■ ■ jam; ;MI I ■/�I Imo■ U 2X10 P.T. I SECTION 1 I MBI • 12' 6' 6' 12' • 5'-11" 5'-11" 14' PEAK 4 123'-11 4-11 ' 4%11" 11'-11" 10:-11" ' ;__• 10'-11" 10' EAVE 111j • 2-2X10 1_1 Hi 16X8 OHD U..wow ■_U ■ 2X10 P.T. EjA*1 �1:E� PAGE 3/11 NAMING i BB1436 24X28X10 4:12 • S 4- sy89•' V -,..„ in}fdrMed 1a f G , 0.) n !I 1. 1"S+ ‘'! \•.r 4 38294 O f wnev • `PSt" iim LIRE: 01 y /bd111 1111 \ Sin P 6irk 614 plAqvv.A 4112 ROOF AREA 8'-8^ PEAK +/- 2X6 RI�N FLIP --1 8___' EAVE +/- I EXISTING 9... I SHED L-GIRT -----.y~ POST 2X6 GIRT SECTION B 2X10 P.T. 2X4 L-GIRT _r ROOF AREA 2X6 RIP N FLIP 1 _ -- I i IiI•I11I11I III11IUI I■IuIUIuIIIl I 9 1 I■_I■Iiiiii111■Iuiuii••I.Iii.iu i 1 1 1 1 1..1 : 1111111U IIIIItI■I!IIIItIIIUIiiU'III'■I ■ X21 1.11■■1 !g•I•IaiIt•1il1■■ ■mi.i.i.i•i.., im.ioielinimlUI.■ 2X10 P.T. SECTION A EXISTING 20'X8' STUD WALL TO BE USED FOR SHEETING PURPOSES ONLY - - PAGE 4/,, MI IV HAUNCH, PURLINS & RIDGE a -•d 1a Ry Top Purlins �,� sT T'�t Each Side q :Al°�� W/ 2x4 Il...' Purlin f. g • II VS 40, 2X 8 . _ % Roof Purlinsit lirI, * @ _ .'-ii___IL o.c \ No Wir . **2x 6 \ F-L 2. 8�r• ed/ Iii ed �\ iiiii Ri PP PP �, 1001100.' PRE-MANUFACTURED TRUSS Slmr5or LU how►ow, ilp. M • -3/y'�� Bb1 - RAT RUNS 8* 0.0 BOLTING: t,,V 8,.16D NAILS TRUSS TO POST 2x6 girls SUPPORT BLOCK TO _ /- vied 8.# DF-L 4-2 1r, w/ g-/6d nails 24" SUPPORT SECTIONS 2 A+B BLOCK l CREATED& DESIGNED EXCLUSIVELY FOR BUNKER STEEL BUILDINGS INC. p.0.Box 18722 5094654037-office Visit our website at Ascend Spokane.WA 99228 509465.3038-fax www.ascendstructuraLcom Structural 'Me: de 4114 Q Lit 1 eit o.' * :L H X � Design,uc / heet JOb N /lr ./�jy. 06 Structural ng Services arae ��, f a~- ate: SCoi c Q t,Jerr�c @ /y =o ,A.vi >7' {Ilea 4 t'�ck pfas t 4,1/ �Y� � �• �� C1,(,4. love IfAats C 'y O r, /-0a = - )'s i- 2 000 1.4.F t C ;-"i ' /.'O * 5r)n v&K .k 4 yy &Obi- 2? bo//{d c /0 5,0- A's /1 ,-7e/i- 4-2 6 ,%,Le tom. 1/yo'llbaiS /2 Do O . 6 (/2)(/y) = AVE,* c c, 30 C�n.)(/'i j = _go yo 3 6098 3o2l • . 444.446?20 ,362;p " ,�- = 3.�y 2000 (a lent/ : y%6/f deer f - 8 .9Y lost /y)(/o)Z 62 58 ff-lb 6 0 62513 P ILO(1'�-� S � ,►S89 , � `� b = 5.5'(5.5)2" 0 II, _ /3 5 y W p ���,° k',y .� Z' y � ZA F - F G, c, C.v Pyr !yam C,p. , F,,= 5750i5) = 661 rsi , tt, A w.creac-c. 1.33 (661) = ?79 — •G • I EXPIRES 6-04-o t Try 6A8 (7.15-P" " 2Lg9 . ) „i3 (6258)(#7-) : X559 • *'1„ 2 Sq I = 779 , 3 los r Pct (0/,, Ascend Structural Design, LLC Structural Engineering Services 508-465-3037 - office 509-485-3038 - fax P.O. Box 18722 Spokane. Yvan 99228 rob N rh,cr Bui/r r:itis Z yx 2 Vet our website at www.ascen drual.com D6 •/S• 06!Sheet Look. 04 jte 6 Lcry,Ad /0•88 esF ('z) = 2/'76 p1 72(/1/ I 533 44• ►b (5.3.3)62f' b-.7""310 ► PSS S•5 (1.5��' Fy . 0004511.33j _ /377ic.st - N•6.• Gook E L (y,Yf- = 5-33 C 1 L) SSI►'»3 - 72 - ok Nit AI; : es (2)(7) _ /3-2* S= t (X' -Y2 = 2.0%;„3 d/ --/6d p e✓ avid ox EXPIRES 6-04-ot 1 Past -11» • S sec 2003 WIND:BUILDING DATA: . Basic wind speed(3 sec gust)= 85 MPH Figure 1609 Y J. �r) Z Exposure i B 1 .1 1609 .4 e4 " e Roof Pitch= 4.00 :12 Mean Roof Height h= 12 ft !� Importance factor I,= 0.87 Table 1604.5 :1 O��` psi:.382 ;z 1)IBC 1609.6 SIMPLIFIED PROVISIONS FOR LOW-RISE BUILDING Height Adjustment factor A= 1.00 Table 1609.6.2.1(4) `EXPIRES 6-04-o% -8.30 6.19 -8.30 -5.28 -11 95) (-8.16) (-11.95) (-6.83) tiiiiittttttt tiiiiitttttrt -- -2.11• - (-3.82) : 18.4 _ -• -. _ \ -. 8.94 10 6.60(9.93) �1=14.0 -' (13.40) --+ All forces shown in psf _, -. - 1 = 24 1 4. = 28 L TRANSVERSE ELEV. LONGITUDINAL ELEV. (9.93) : 2a= 6.0 ft 10%of least dimension= 2.4 ft T2.77 laps 40%of the eave height= 4.0 ft 24 2.12 k 7'1psf 4%of least dimension or 3 ft= 3.0 ft 7.4 psf therefore a= 3.0 ft 6.60 / 28 ft / 2a= 6.0 ft All forces shown in p-4 6.0 fr-Example,from T-1609.6.1(1)longitudinal for wall UM I * 1 * t f ill I horizontal load at end zone P = 11.4 I I I x 8.94 40) Height Adjustment factor A= 1.00 = 9.93 psf x PLAN VIEW Importance factor Iw= 0.87 FIGURE 1609.6.2.1,Main Windforce Loading TABLE 1609.6.2.1(1),MWFRS Horizontal Loads Vertical Loads Load Roof End Zone Interior zone End Zone Interior zone Overhang Direction Angle Wall(A) Roof(B)Wall(C) Roof(D) WW(E) LW(F) WW(G) LW(H) ECH Gott Transverse 18.4 13.40 -3.82 8.94 -2.11 -11.95 -8.16 -8.30 -6.19 -16.76 -13.11 Longitudinal All 9.93 -5.20 6.60 -3.10 -11.95 -6.83 -8.30 -5.28 -16.76 -13.11 If roof pressure under horizontal loads is less than zero, use zero Wind pressure shown in(xxx)for End Zone. Plus and minus signs signify pressures acting toward and away from projected surfaces. respectively. TABLE 1609.6.2.1(2),COMPONENT AND CLADDING Roof effective area= 168 sq.ft,0= 18.4 Effective Area for wall element= 70 Sq.ft Interior Zone 1 = 6.64 -9.39 psf Wall, Interior Zone 4= 9.90 -10.88 psf End Zone 2= 6.64 -12.39 psf End Zone 5= 9.90 -12.37 psf Conner Zone 3= 6.64 -16.79 psf Roof Overhang effective area= 4 sq.ft Interior Zone 2= -20.28 psf End Zone 3= -28.49 psf IBC 1605.2.1(LRFD) U=0.9D+ 1.6W IBC 1605.3.1(A SD). U=06D+W. increase in allowable shall not be used. IBC 1605.3.2(ASD). U=D+1.3 W. allowable stress are permit to be increased. PMLSSA I To specify your title block on Tice:Dsgnr. : 11:02AM, 15,lob#JUN 06 these five lines,use the SETTINGS Description: selection on the main menu and enter your title block information . Scope: will be printed on each page. Page 1 "K 510300 91.00 Built-UpSection Properties wK8390E ne.ALs.,.a a...,aw vw.0 c bunker• - r.! „ , C Description L-girt 1 General Information Type... Xcg Ycg #1 Rectangular Height 1.500 in Width 3.500 in 1.750 in 0.750 in #2 Rectangular Height 5.500 in Width 1.500 in 0.750 in -2.750 in iSummary hoc 61.08 in4 r xx 2.127 in Total Area 13.500 in2 lyy 10.11 in4 r yy 0.866 in X cg Dist. 1.14 in Edge Distances from CG... Y cg Dist. 1.39 in +X 2.361 in S left 8.881 in3 -X -1.139 in S right +Y 2.889 in S top 21.144 in3 -Y -4.111 in S bottom 14.858 in3 _11I,1(ES 8 . AP WASy,9 . , ANTiZr. tl' - t' A . • II �,i.::104., '0 4i, ,2tsto 46'IONAL EXPIRES 6-04-ot I PA,.6 q11 ' To specify your title block on Title: Job* Date: 10:58AM, 15 JUN 06 these five limes,use the SETTINGS • pager Description; Y selection on the main menu and enter your title block information Scope: will be printed on each page. Page 1 Rer sem°° Timber Beam & Joist U.r:514-000710.w S.,-s.72J..,sO..,Mn� bunker• - - 00 100340 ENERCALC Description Purhn [Timber Member Information calculations are designed to 1997 NDS and 1997 UBC Requirements I Timber Section 2x8 Beam Width inl 1.500 Beam Depth in) 7.250 Le:Unbraced Length ftl 3.00 Timber Grade i JO198'Fir-Lerch, Fb-Basic Allow psil 900.0 Fv-Basic Allow psil 95.0 Elastic Modulus ksii 1,600.0 Load Duration Factor 1 1.000 Member Type Sawn Repetitive Status j Repetitive Center Span Data Span ft 14.00 Dead Load #lftl 3.00 Live Load #/ftl 40.00 l rtoitS Ratio= 0.8014 Mmax ft Center in-k) 12.64 ©X= ft) 7.00 fb:Actual PsII 962.1 Fb:Allowable psi) 1,200.4 Bending OK fv:Actual psi 38.2 Fv:Allowable psi' 95.0 l Shear OK Reactions Left End DL lbs 21.00 LL lbs I280.00 Max.DL+LL lbs, 301.00 Right End DL Ibsl 21.00 LL lbs I 280.00 Max.DL+LL lbs I 301.00 Deflections Center DL Dell in I -0.034 UDefl Ratio I 4,938.0 Center LL Dell in I -0.454 UDefl Ratio I 370.3 Center Total Deli in I -0.488 1` Location ft) 7.000 �1L14- S It� L/Defl Ratio 344.5 _��of W 8440 :9 iv.. Ii \ \ * J ,'t r`' NAL IEXPIRES 6-O4-0 Sr ' Pa3e IOht To specify your title block onTTitle: Job# Y these five lines,use the SETTINGS Dsenr: pate: 11:29AM, 15 JUN 06 Description: selection on the main menu and enter your title block information Sc : will be printed on each page. Rev:516600 Page 1 UNE xW000016.Ya 5.1.3.72.hw1900.riM32 Pole Embedment in Soil M tan as ee+uuc c lbuflket r _' Description Circilar pole with Point&Uniform Loads neral Information Allow Passive 350.00 pd Applied Loads... Max Passive 2,000.00 psf Point Load 1,252.00 lbs Load duration factor 1.330 distance from base 5.000 ft Pole is Round Diameter 24.000 in Distributed Load 0.00#/ft No Surface Restraint distance to top 0.000 ft distance to bottom 0.000 ft • P Summary 1 Moments @ Surface... Point load 6,260.00 ft-It Total Moment 6,260.00 ft-# Distributed load 0.00 Total Lateral 1,252.00 lbs Without Surface Restraint.. With Surface Restraint.. Required Depth 4.535 ft Req'd Depth 0.000 ft Press @ 1/3 Embed... Pressure @ Base... Actual 711.18 psf Actual Allowable 703.68 psf Allowable Surface Restraint Force '1'101 `Tl' /.1,..1-3,,i,:.:•,. 4 1 f 1 I L. o f WAsy,9 �'SAY . S, rrt Ga h ' Z 40 ify r C4F R� �294 WONAL- IEXPIRES 6-04-o t I ill e ll/It 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 .000014 ITY REVIEWED FOR GGw E COMPLIANCE SPoKANE'�'Ai_.L BO -ANG DIVISION • 4 Ai.- ., V ..,,.....„ , 4.4.•.-'ti- ; 7---1, :- . J -1:----I ,2 ' pV erY / r I ' 1.. ,... .•, „„..... .ft,.. ,•4 ig'44'.' ' ---2--'' I . . , ! •:;, „v.(•: ,,'(,,„...-"- , . ' ! ' - 1 .•e", ' • ': • '%'' i- ••••• _ „-•„,. •.. .. „„, , 1 • ; , , . •, , .L lim. . • , . ir • • . • . ..,.•• •• • • ,t,,,•2,40.>. '''• • •-•'''''' :-'14' '"'d ^,":4 :4',. • ' •' 4:::' '•• liek'...° ' • ''' ',..,..;:e • . .- ' ...... h,•-:'- ..„, , fte:.r•'''''i_tt.' '!....:' II lit • ,. •••4' 1" . „, ,.., ) ......... 4 i 1 _. , ..•'F';';":6,41 ' I 1 *E7-4''-'ela.:•.:.:1.-•'..10''-'.°? • •t'''.. [ , .V.. •::--0"t.', . , ....4 ,\ . .;•;•ill* - ' . . ''''..... ' ,.... , ?visfahhh, .,. . , fe. . . :... -. . . _ ... ... . , ,.... ; . , E .- .4; NMI .