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HomeMy WebLinkAboutB15-2285Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile _www.buftecounty net/dds www.butteaeheralalan net ADMINISTRATION 4 BUILDING • PLANNING , MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during the rainy season (October 15 through April 15) and may be required at other times based on weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned upon a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • , All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. K:\BUILDING\201 RApproved forms\Res Green Bldg. formsTrosion & Sediment Control Measures.doc `EXHIBIT A DRAWING :ei h -1• H I CL P 6 Z• P 3 = • r a 1 Q CL o toh P P H O N p 3 � C UI toS - 3 .Q s0 -' 130000000000 $A 000000000 _ f7 I 1 3 ;i- 0000000000 I o O 00 000000 - h SQ , j A •. 3 h •Q 0 O ftm H CL O m 3 0 �.. s 1 Io 3• 'ge n 0 x 7 Q N P CL M h P P N cr 0' a P ` I P 3 Mn V1I OL 3 3 m P j . a 3•+ M g ro rn • r ,. r K:WUILDING\201 I\Approved forms\Res Green Bldg. formsTrosion & Sediment Control Measures.doc .INSTALLATION & OPERATION MANUAL -1 Pellet' Stove MODELS -25 -FDNC / 55-SHP10 / 55-TRP10 �Nt�rtr�. vI .0 VUus SAVE THFSF TNCTRTJC'TT(1Nfi BUTTE COUNTY DEC 2 3 2015. DEVELOPMENT SERVICES j ��s�aass rec-ticdz 4011 Sierra College Blvd., Loomis, CA 95650 �. Phone (916) 652-4655 Fax (916)652-3860 5033 Feather River Blvd., Olivehurst, CA 95961 Phone (530) 743-8855 Fax (530) 743-8856 "Serving The Best Builders" WWWc;0HQMFWQQD COM Truss Calc Submittal Client: Andrew Stric-kla n PrQiecta Garage & Patio 10003 Cohasset Rd. Cohasset, Ca Truss Designer: Tracking / Work Order # Bryan Wagner 150039 b(Xanw(a)hom woodtr icc om Phone: (530) 743-8855 BUTTE COUNTY.. DEC 23 2015 DEVELOPMENT SERVICES ALPINE Engineering eJob , - 12/21/2015 This eJob is prepared exclusively for: Homewood Truss (5824) PO Box 5010 Marysville, CA 95901-8501 Work Order: 150039 ' :Job Customer: ANDREW STRICKLAN Job Name: GARAGE & PATIO Job Address: 10003 COHASSET ROAD COHASSET, CA Alpine ID: T515933.J544214 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only.-- not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it . Alpine, a division of ITW.Building Components Group Inc. 2820.N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 BUTTE COUNTY Bllll.J.)ING DIVISION APPROVED. ALPINE Engineering eJob 12/21/2015 Table of Contents •' 4 Page No. Truss Label Page No. 11 Truss Label Page No. Truss Label 1 Al 2 , A2 3AG 4 B1 5 62 6 IF—B2G 7 BF 8 BG a ALPINE Engineering eJob 12/21/2015 Truss Engineer Design Responsibilities - - The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as-built component conforms to the design. The loading and dimensions specified have been provided . by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any :additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to,the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N.. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 EUT'TF • BUIL��t�Pta I.�ilii APPRO,VES, .. .. r 1. .... .- .. ., .- .. . Job Name: GARAGE & PATIO Truss ID: Al 7 BRO X-LOC REACT 5IZE RENO TC 2.4 OFL I1 6 Btr. Plates outside Me Cross Derlaster era UPLIFT REARION(5) 3 1.10.1 Tai 3. T0• 3.50' - 8[ 2x1 0FL el 6 Btr. designed for Me lot M. shown only. Support CAC Wifnd Non-Wind ' 2 22 a 4 91S 3.50" 1.50- MAX DEFLECTION II 111 • WEB 2x1 OFL STANDARD TNm to catch rofile if necessary. '.Fabrlcatlon Tolerance . 20.0% Deslaned Der AI151/TPI 1-2007 1 -60 lb 2 •107 lb L/999 MEM 1-7 (LIVE) LC a L. -0.15-. D• -0.23' T. -0.38' Kcr (cree0 /actor) .2.00 Beertngs deai�ed for An FCPerrpp value of the Refer to joint pC Deta11 Sheets for lesser the truss luo0er HORIZONTAL REACTIONS) 0 EX.Ve DEF CRI1.TERIA:L/120 of chord value. or [p factors and Rotational Tolerance. 6a1 /or all beringsf support 1 -116 auDOort a •lya0 10 HE 0-�-: or 10 ONFGREENCLU1BEReVALUES. 6CLL. tinaCa �OTss Is g MB „ 3otM Looe tau ', : b a- e- a PIATINGfCASED tost andIrvsApproval�as-rvpuiired yybasrd18C 1703. , ASCE7This ASC' Wnd SD tlfl catl0nned End verticals are desioned for axial loads and ANSI/TPI and are reported In ESiI-1118. only, unless noted other.,... Not doelyynod Ittt store- unless Enclosed .Yes, Importance Factor .1.00 INSBldg Location .Not End Sono 4 1 - 9• a 9 0- 0- 0 La jr noted othertd se. Extended vertical webs are designed to support - loads This has been 'Num cane/ocean Line . No Exp Category . C Bldg Lan eh . ea.00 ft Bldg Wl dth . WOCC ft i ttp m�9�3p t�¢� vertical only: truss not des, ed to laterall prate the sup rt, or Mean rldl netgnc . 12.4a fc, epn ..' es Mean w Standard Occupancy, Oead Load 13.2 S eq i -fill I % I{i tram-fer. any lateralor soismie'l ea ds . psf Designee as Malo Nlnd Force Res/etin system L: s f Les L.eo o.n 09) to/from the roof diaphragn. Wall bracing by others. - Low-rise and Components and Cl add ng Tributary Area . 36 spit �-�p1g 91-74�-,s'' .. .5X8 « .... ... 7..... 2_MXA ... ... 4X0 TT 8X6 E;;SHIP 8 11-7 - 9 .. .. 2 14. r4X4 ,..y sx3 . _ � , jl. 024.1 131 W:30 82 T' T - R;745 W: 308 ��� U:-60 3.OQ 1-3.00. LI 07 _ .. .. .. .. .. rl X3.0 11gg 01 ez^ } _01" 4�s ,011 a 174.6 .. .... ... No. C 72180 Siq Cglll. . .. .. Al omineotm piste. 11 AIDNe Wave ZO ga.. unless Dy „• for NLiN $trenpU 20 ga.. •�• nx sager P �OFOALI - • - M-dee stron{pn /e ge. Pleles are le tq posaxxxa M J inl DolaY Raporls. 12/21/2015 268 - Homewood jals "WARNINGI11 READ AND FOLLOW ALL NOTES ON THIS DRAWING? E„st: ANDREW STRICKLAN Cil "IMPORTANT" WRNISH THIS DRAN7NO TO ALL CONTRACTORS INCLUDWO THE INSTALLERS. DIR: Drive-N-IS0039_L00005_300001 ' Txea,cwAr emc,a,ra<nontm�p,n.�p,vpy,p,em m9.,,errxnp. Rammano mm:.•ae•Lvm mm,enrsi laasv cm�mm W0: DriveJL1S0039_L0000 / \ '-' sMcq aemusemi qtn ab wrtyb�ayprmmpnvmpetmms,a maen.eumnamasenous omdde cs,ommre�vPm asst, u.ea Dsgnr: BK SLC 25 WT/PLY: 106 nenoedm,mmm.waae ^�D^ nI� amt Cleve n.m/ramMsa smrt9asl o,aeDM9wee0dna®e wsn..e.mwem mcnaa �lcr/i9. torYmm~: imommmea m.,r mmeeea.em aw na.ee,xav cm�ea pv aai san,m®,wmeto..s �tmie. gprpme:,manraamm.,e " TC Live 20.00 psf LiveDur L.1.25 P-1.25 TC S..(") 0.00 psf SnowDur L-1.15 P-1.15 !�/FIJI Illl��v111L�� AtOK.amNsb,allM BiAim9 r�w�mn onw or-e.smxm,ymase em avardepm,nm,oaraewip. ma m.emnae a:Dunn `01AN51R°11•m�m norma. "aav aewmmmcrs. - TC Dead 14.00 psf Mbr Bnd / Comp / Tens -_•;��, AN/7WC0.1,41 Pery.OmxlhsaN, 7Y/solo As..s em ens arwarpaeoverpepa narrnp tAb dnwhry,IMkaba sccepfante o7pnitraabm/erpewetby respona8)Olb• _ sohvy for U. Qayyn shown. 7M 4u1flagNy and ue of NH Qnwlnp for wry 4Wcwn lsfM nappmIDlDy oIfM BUBQOip BC Live 0.00 psf 1.15 / 1.10 / 1.10 Daaynnpo ANBPIP/f 81e.t BC Dead 8.00 psf [ep .C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.20a0 .Awxc nro: •vwot: art Bldg Code: CRC-2013 EFL RATIO, L/240 i BUTTECOUNTY BUILDING DIVISION' ��PVED• .. Job Name: GARAGE & PATIO Truss ID: A2 My: 7 BRC X•LOC REACT SIZE REO'O 1 0. 1-12 1113 3.S0- 1. SO- TC 2xa DFl I3 8 Btr. DestCned Der ANSI/T➢I 1-2007 UPLIFT 0.LACTIOn(S) ' 2 22- a- a 1113 3.SO' 1.50' MAX DEFLECTION (span) BC 2x1 DFL a! d Bir. Fabri catlan Tolerance - 20.0% WEB 2xa OR STANDARD Bearl ngs designed for an FCPeryry value of the Rcr (creep factor) .2.00 lesser of the tress chord lu r value or - Support C6C WW11nd Non -W1 nd 1 -108 lb ' 2 -108 lb L/999 Np Z-3 (LIVE) lC 1 - L- -0.18' D- -0.37' T- -O.Sa- Refer to ]otnt QC Detail Sheets for 623 for all beaHrrps. Cofactors and Rotational Tolerances. IRC/IB[ truss plate values are based on This truss is desiCned using the ASCE7-OS WM SDec7 flcation - loine Loa om - 1 0- 0- 0 o- o- o Loaded for 10 PSi -concurrent BOLL. testi nqq and approval n reouired by I8C 1703 PLATING BASED ON GREEN LUMBER VALUES. ANSI/TPI in '1110 Enclosod .Yea, Importance Factor - 1.00 7 12 ¢yy 0 161}- 0 and and are reported ESR -1118. Not designed for attic storage unless Truss Location Not End Zone Nurri ca�ngm/Ocaan Line . NO ExDp Categor • C yBy S 'li E a 10 If 0 - noted otRenvl se. Mean roof hel0ht •0012 t�8 fig nphth . 14.00 ft 'Lead'! (AL P �1t7 •2961 a2S / [(1p.�10 CS 0.26 AXEl II Standard Occu,.,, Dead 13.2 psf Designed as Main Wind Force desisting System 7-3 -1101 / ds1. a89t11e�0 e0 0.2e .... •.. - Lor -rise and Components and Cladding :1S FS -79611175 % a.7i - _Tributary Area . 45 soh al p1�7 fH0•.OaA.)/ 7}}-8 -7540.13)% F -2840.23) 155�])(y SaS . .. .. l i:;? ' . '_ - 1130 1 1 2 f3 4 51 . . .. .. 5X8 -. .. .. 2.5X4 - 2.5X4 511-9 8 1.7 Me SHIP 3X9 1.5X3 2 14 1.3X3 3X9 1' _. .. ... ... .. .0.4•1. 81 0.41 _ j, T. R:117 3 .. W:308� ... U:-108 - 3.Od 3.00 R:1113 .. - p _ 10.11-8 _ U:-109 10-11-8 22$.01 No. C 72160 .. e 6 7 9 - 9 10� .. * t5i9 CIVIL- P . - Ad mnunepta p4roos eraApno Wave 20 ga...Ness preceded q "i• W Nigh Shength 20 ge..'6- a. Super a. 6trmplh f g pe. Pines en fD De pone par Johd Data Re�mu. (�1 /�0 1 A7 268 - Homewood $s 1e AR /NG/ee READ AND FOLLOW ALL NOTES ON TMS DRAWING!' Cust: ANDREW STRICKLAN ~IMPORTANT FURNISH TNIS DRAWING TOALL CONTRACTORS INCLUD/NO THE INSTALLERS. DIR: OriveJl_150039-L00005_JO0001 rwmrap6e ammre mmneadamip,ourmg.wwty,vmsnpnm meeg. aaaearotoeoa dm eeecmnonaeeei lBuprD f:aromenl . esterreaoimaoaeq rn rrawrGlemam7aamro prom pedmappmw A -W. a:mannoncngpmBem. unee inxamnaunprwge W0: Orive...M_I.S0039-L0000 Dsgnr: 8K #LC - 22 WT/PLY: 125 nam mnxtx, am aero sem eme aePavaoa�aawnnrmasAq ma nxmxdxm Wmheeapraperp mdra dpm aAig. Lasa. exam ^n <] n� ra onaxx aAma,e�ava.maemm�a d,ay overs pa eesf aruoro el, ersato.na .µaypsenmrama®ae.s.a TC Live 20.00 psf Lion0ur L-1.25 P-1.25 �p� IUI�\vll wmcnaea.,e�.r.apmmeJmxoa�.raatwsonm�emx�ana. TC 0.00 psf L-1.15 P-1.15 !//- • ANrf1YCOaPANr spm salwmamr e,da,l)ep Onow oro dw ea ee eeapamde oar n,yeedapa,eme nb mnetg. •e hanmbWe ob nenn 6p1m miQ-X11°'"N9RP fMoroore DeadSnoia(Pf) TC Dead 14.00 psf Rep Mbr Rep Mbr Bnd /Comp / Tens #Vft Aa,tlon MN dramOrp orposmrppag,Uny NU ar,r•Onp, Whereas acceptance worm►aslororarpfiwrppmyonarley BC Live 0.00 psf 1.15 / 1.10 / 1.10 ���• M rsoso,Where Dm,yrorrne eelpn,no.a, mesuNsarrly end use erns eawong rorery,aupwn rs ere ranPeesramywle eprl� "'p-pe,"Sam f Sept BC Dead 8.00 psf O. C. Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.20 'ALPMtl01:ge°tlf�'eOefa"�ipape aie `s Bldg Code: CRC -201.3 DEFL RATIO: L/240 TC: 1/24 Job Name: GARAGE & PATIO Truss ID: AG Qty: 1 BRG X- CC REACT SIZE REQ -0 TC 2xa DFl a1 A Btr. De31yned per ANSI/TP2 1-2007 UPLIFT REACTIONS) 1 •-10- 4 Ila 3.50- 1. SO" B( 2xa DFL a1 A Btr. Fabricaiton Tolerance .20.09{ Support C6C Vi,nd Non -Wind 2 6- 8- 0 253 3.50' 150' DG SLIDER 2x4 DFL 01 A Btr. Bearings designed for an FCPeryrp value of the 1 -• lb 3 B- 0- 0 192 9.50' 1.S0• WEB 2xa DFL STANDARD lesser of the truss Mord lueDer value or 2 -10 lb • 9- •- 0 177 9.50' 1.50' Kcr (cree0 factor) .2.00 625 for all beartrps. 3 -7 lb 5 10- 6- 0 231 3.50- I. SO' IRC/IBC truss let. -lues are based on Refer to Joint 0C Detail Sheets for 4 -11 lb 6 12- 0- 0 231 3.50' 1: TO' testing and approval as ro0ulrad Dy IBC 1707 CO factors and Rotational Tolerances. S •D lb - 7 19- 2- 0 177 3.50• 1.f0' rrd pNSI//i7PI and ere reported to ESR -1118. Loaded for 10 PSF non -concurrent BOLL. 6 -9 ib B U- 6- o t0a .3.50' .1. so" and AN 1nurlor support G) baPora oractlan. Mark all lntorlor M�rinq locations. 7 1 •7 lb 9 IS -10- 0 191 3. TO' 1.50' e.1 idinq do on shall verify gable loads perrunent bracing 1s n99pvt rod to A -8 lb 10 17- 2- 0 18i iso' 1.50' and nava loads, 1f applicable, yyrovmt rotation4topD1in0• Soo 9 •1 1b I1 18- 6- 0 UO 3.50' 1.50' SCSI and ANSI/ryI 1. 10 -1 lb 11 19.10- 0 278 3110" LSO" PLATING BASED ON GREEN LIMBER VALUES. 11 -S lb 13.22- I- • 315 3.50" 1.50' See IIWBCG's Gable Bracing Details. - End varticals era designed for ax1a1 loads 12 -11 1b MAX DEFLECTION (span) onlyy unless noted otherwise. 13 -79 lb L/999 N. 13-14 (LIVE) LC 2 If Mall top plate is not aliggnned frith NORI}ON7Al REACTIONS This tN9s is dealan 0 u 1n the L. 0.00• D. 0.00' T. -0.01• ceilin9 plane, bracing enlst be rovided ) i t IN.KE DEF C1; T. A:L/120 - }Of latOral loads, Ga le st Nall and ■Upoor' li 1.3 D ASCE Wnd spec ficat on IN MEM 1S• 1; T. 0.00" spDport 13 -1.3 1D Bldo Enclosed . Yea Deportare Factor . 1.00 _ bottom chord bracing by others. See IRC Not dee, nod for attic storage unless Trina location . Not End Zona } ) aB i^■�a!� section 602.3 and IBC section 2308.9 noud ot�ian+laa, Nurriean0a/Ocean Lino . No Ew Catoo . C f Neadn roefthpi0nt .001N rto npihth. 84.00 ft f S 9• a 1199 S B ASCEI II Standard Occupancy Deed Load . 13.2 psf to 7- 3- a Oosipned n Naln Wind Porca dosistinC System I1 B• S- d - Lav -rise an0 CmwpOnents and Claddi no I3 11 1 B - Tflbutary Area • 60 tgft 10 u- 1- 9 24 v- s• a Vertical ue�ers exposed to Wind: 1S- 1 1Y 11 a Truss designed to support 2-0-0 top chord outlookers Is 1- I 2116 1vS- s: a and cladding load not to exceed 10 PSF one face, 1.1 - 9-9 and N" span o eosite face. Top chord may be notched lt ell I.S' deep X 3.5 AT 48' o/c along touP edge. DO NOT 1-7 / e§ 1.ao o.m 9 7 B 9 10 11 12 13 14 OVERCUT. No knots or other lambor dOfeC is allowed };� g;� within 12" of notches. Do not notch in overhang or % • �� 2.5X4 - heel panel �I}}yIIy�gg g�g� _ 1S 1S 1.SX3.SX3 - k--#f5"yi 1 : i :� 1:# 1. 1.5X3 /5X3 0 -Ta c". MA.) Tas.ORm.) at}i : S• 1;9 S� 1.S 1MG = SHIP 1•' 19 S}a / o•4�;p 15X3 % o:bi 2 S 3X8. 22- 2 is� 1.3 cl.1s)i 27(1.5D) 00.05 1.5X3 15x3 1.5)9 5x3 1.5)(315X3 1.5x3 1.5X3 1.&01.5X3 X III, '! t6 ; s 5 . '�( .L6 old 1.5x3 1.5X3 2.5X4 iy,T. TgN�p . F . i _ STU S111 11 111 Ile 20 jr,No. C 72160 1 I 11(1.60) 8: . TYPICAL PLATE: 2X4 OVER SUPPORT AS SHOWN - dig CMI. P SOF CAU . Ad COrxmpler oades era Atoem Wove ZO ire., unless pmceded by 1•' ax HO 6bmgtn 20 go.. b 6roor .. 1212112015 6 18 e. Plmes em b be poaElened PWJM Oetau Re 268 - Homewood Tr s " ARN/NGJ11 READ AND FOLLOW ALL NOTES ON TN/S DRAWING! Cust: ANDREW STRICKLAN t at 'IMPORTANT" FURNISH THIS ORARIINO TO ALL CONTRACTORS INcwoIMO THE INSTALLERS. DIR: Urive M-IS0039_L0000S_J00001 rn®madm mrm oemnr�rinm9•hmdeR•dxFFe9.wmRna endwatwp• Rdm m rm mm.dm mina mmndeoe tBWpimnmpnmi+ W0: Drive_M150039_L0000 ewhq•eaumaoaL oy rnrm vrtrwlar marwamcn wbrmpmtmmmpom nw,mmr. rngam. sue wwxmeroerwrr er +V ovacm. amen - Dsgnr: BK 0LC- 25 WT/PLY: 175 • OFA t1I� d � IUI�\\IIIIL,�� AL Mea aa..�,amd�uo duaim.ecv�mhwmdxd mumvaiveat+a ma omm,emraaww na,ezpweM mace rqm adbv Lorrne an.m m�v:+rru�ma praarmsmd.ms waiwerrwgmc�ed oc,eev acm„m•eroetd.ngxerme. AqH panma.m mm�me, Mie p°'bA6gO"mv TC Lire 20.00 psf TC Snm(Pf) 0.00 psf Li vapor L-1.25 P.1.25 SnowOur L.1.15 P.1.15 - ANIFWCOWAFN Atex'. a mN9on d"0 6tm9 emaOOMm drag `vtl�'°"x'10iA"pnP�t•QfO'nm'�'p•°tlpta, �tadw60r°'d a1°"ffi TC Dead 14.00 psf Mbr Bnd /Comp /Tens • tesnwa�� mebnma� _ Asu)on ebb drnrOrO oraoyarpaga RaIDq Udr dnrm■90. lrnikaht accrpbnce ofproleaabnYargpparOp respormibmo, romrymremdeatgnstown.TnsrardanayrWM ofddsdmwbVW&r6•rrreetomts-reap-mmb.oraleeemAp ANSgrPI r -2 'TRUSPLUS BC live 0.00 PSI` BC Dead 6.00 psf [ep .00 / 1.00 / 1.00 .C.Spaeing 2- 0- 0 6.0 VER: T6.5:20ga¢ M: Wrv.: .ICC Bldg Code: CRC -2013 EFL RATIO: L/240 TC- 1-/24 Job Name: GARAGE & PATIO Truss ID: B1 9 BRC a•LOC REAR SIZE REQ-0 TC 20 DFL al 6 str. Desiganed per An"/TPI 1-2007 This design based on chord bracing applied 1 0- 1-12 1978 3.S0' 2.11' SC 2x5 DFL SS Fabrlcatlon Tolerance . 20.0% per the follorl ng schedule: 2 25-30- 4- 1978 3.50' 2.11- wE8 2x4 OFL STANDARD Bearings designed for an FCPerrpp value of the aax o.C. fro. to MA% DEFLECTION (s an) acv (creep factor) . 2.00 lesser of the truss chord lumber value or TC 24.00- 10.4. 9 15. 0. 0 L/999 NEM 4-S (LIVE) LC 25 Refer to )olnt QC Oetail Sheets for 62S for ali bearings. UPLIR REACTION S) U -0.18' 0- -0.20' T. -0.38' Cp factors and Rotational Tolerances. - IRC/IBC truss plate values are based on Support CAC Wind Non-W nd )antdLOCI t1 Loaded for 10 PSF non-concurrent BCLL. testingp and approval as required b IBC 1701 1 •17 lb ! - Drainage shall be provided to avoid ponding. and A" To' and are -ported In ESR-1118. 2 -Z7 lb _ I fonttrwous Ltaral rot-int attaxhad to Psnunant bracing to -quirod to This truss L designed using the 4 List TC as Indicated. Lumber shall be Prevent rotation/toppling. See ASCE Wnd SDaclfl cation s b •structural grade. Brace 0 24' o.c. unless BCSI and ANSI/TPI 1. Bldg EnOloagd . Yo IMDort.nC. Factor 1,00 0, noted. PLATING BASED W GREEN LU DER VALUES. Truss Location . Not End Zone rbe•mua•) 20 psf Live Load applied to bottom chord in Nurrlcarep/tO L1ne • No E atagor - C - b / g ,accordance with IBC/IRC code provisions roW stone. 61 lemASC E LoutAe. d42ht . 0``17t:2Did epBB1^th . BS.00 ft . e : % �•y Dasipne2d sstNal nrWinECForceY�eslat,nyo'SYst_ .Z Daf D-:Low end Conponny99nta and Cladding Be Op. (61f1q�Trtbuury LOAD CASE %1rDESIGN LOADS •••--••••••••••- / Dir -L.PIf L. Loc R. PIf R.Lot LL/TL / S!9l919f909009D9D9 )S)) 2h8S TC Yerc e1.00 2. 0. 0 64,00 0. 0. 0 0,46 TC Vert 68.00 0. 0- 0 68.00 20. 0. 0 0.59 / 5Db UTA) K Vert 81.00 76. 0. 0 - 84.00 28. 0. 0 0.46 9 ��p�a�(py�,gy(3 a BC Vert 16.00 0- o- 0 N.S. 8- o- 0 0.00 I -131(1.71)% lIf S.ri S - BC vert 96.00 a• 0. 0 98.00 16. 0. 0 0.00 3-9 / 1280ff1.ri O.s - BC Vert 16.00 16- 0. 0 15.00 26- 0- 0 0.00 S-'=;3n7�':�ii 'liPf#:II 8.07 13.00 13.0-0 1 2 3 1 4 5 6I 4-0-0�i 4XIO 4x10 6 0./ 2.574 2.5X4 71C.15 3X8 3X5 I SHIP 3X8 3X6 I11 0+181 - 1.5X3 ,� 8X100-4-1 1.5X3 82 P^ ___• W:308 W:308 T. 71, . R:1978 R:1978 .. .. U:-27 - U:-27 F 28-0.0 F� No. C 72160 . I 7 _ 6 9. 10 11 _ 12 1 . TYPICAL PLATE: 3X8 �OF AO cameaa. Pass era Aigb,e Were i0 ga.. wWs5 pn c r j by W Ax High StroVh 20 9e., -S• ar Blpo ND; . 12/21/2015 Sbah I8 go. Proles ere b bs Pa J kd Daae Repals. 268 Homewood Trus G READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Cust: ANDREW STRICKLAN Ni "IMPORTANT" FURNISN ruts v AN?NO TOAU CONTRACTORS INCLUDING THE INSULLERS DIR: DriveJt_150039_L00005_300001 Tnaxa,em+e eon-cxa mlaslaa h-mm. sbpme, aaumm aiP e,asq. Racmwn mtx-oe bbs ammaee9 �AmV Cwrowm 100: DriveJUS0039_1-0000 sa+sy6aomavSgTPlaewrulmr �arPraNeesPrbmperam)q sex nmrne,s xaaonrow paam emsaay erarAV Per etsl,odea Osgnr: BK #LC - 26 WT/PLY: 184 n vwa ma+.nx, eocmo sar n.a Pexmamaea ammra semgana emvnd,ma sus nameomre,Nngu orse Lommxe sum �1`� �t� tlr=` Iav�aomrmp�nsvaoaaeab amium ewgtiweee wr sero aemmnes, e7aelo,uaoPecme. apPNp�smeasl.maava aro TC Live 20.00 psf LiveDur L-1.15 P-1.25 d C� Illy\\IIIIL�`� ooamn so names mammeimopmm moatwmmmo anennx. TC Slay(Pf) 0.00 psf SnowDur L-1.15 P-1.15 W te. • mwlmr a my e�m�o om,ymna. omw ac- res ml ee re.Paave m am arn,omr nag oro dream .a Here m wta pe mm n AMnrW=A0'ANY mi°"m"",m„wyrm l•ayhe,m,g,.1,0-mnsmw,a brad, a max:. TC Dead 14.00 psf Rep Mbr Bnd /Comp /Tens ����• A san oa a)s mwhg or cover page fisWW M m bq, emkets, ecceyrenn orpemsaada,mrooex vho reaponatemry BC Live 0.00 psf 1.00 / 1.00 / 1.00 porn oiw,dpsaM rr7seee somgwaa daa4pn ./nwn. The wrreogAr arb usanam aerfrplw dry sovauramane rs�aamalp. orad BmOdBp BC Dead 8.00 psf O.C.Spacing 1- 0- 0 Oas)gr,erper ANSVIPI t Src.2 TRUSPLUS-6-0 VER: T6.5.20 FamareaeommmesmempaSpmvdnsprpeandmexeeooa - . MANE: .M_vyrrA�Ko Bldg Code: CRC-2013 DEFL RATIO: L/240 TC: L/1.4 1 Job Name: GARAGE & PATIO Truss ID: B2 " BRG X -LOC REACT SIZE REO^D 1 0- 1 -Ii 1092 3.50' 1.50- TC 2s4 OFL I1 6 Btr. Desi red Der ANSI GG /TPI 1-2007 BC 2s4 DFL I1 8 Btr. Fabrication Tolerance . 20.0% UPLIFT REACTION(S) Support C6C Wind Non -Wind 2 i1-10- 4 924 3.S0- I.SO' MAX DEFLECTION (*pan) - WEB 2x4 DFL STANDARD Bearings designed for an FcPe 'value of the Xcr (creep factor) lesser 1 -108 lb L/999 MEM 6-7 (LIVE) LC I1 L. -0.07-. D. -0.18- T. -0.2T' .2.00 of the truss chord lusher value or Refer to lotnt O< Oeteil Sheets for 625 for all DeaHrps. on C9 factors and Rotational Tolerances. IRC/IBC truss plate values are Dosed on - 2 -44 lb This truss is de3ly ed using the ASCE?-0S Wind Specl fadon - I III II— — b 0- 0 7 8 Loadad for 10 Pif non-concurront BOLL. tasting and approval as repot rod Dl 170) PLATING BASED ON iiilc Vunless and AN1I/TPI and an reported to ESR -1118. Bldg Enclosed . YOs, IRportanco Factor . 1.00 Truss Zone e0- ! ss- o- a B 14 0. 0 '- 4 ? �iFBEa 9 22- a 0 0- Not Ifni rod far etori0 b naiad of errise. � lcanoa/Ocean Line .n0o ENp CoteOor C . BS.00 }t Cc IN . ioo*thelpht aR 7Fln' .0012td7 h� nphth INa�n 'ASCE7 I1 Standard Occupant, Oe ad Load . 11.Z psf Oastgnod as Main Wind Force AoslaHny lYatan C2o4p:Cf.te .nd Cl.dding Trl Dutarysleiread . IN i 1 MONS 1 s % W .. .. .. .. .. 114)-0 ' 1 2 �3 4 5 .. .- 1.6X3 1.8X3:. SHIP ' 3X6 3x8 2.8X4 6x8 - 81 Wane 04.1 B2 W:308 cel T. - R:1082 :. .. R:924 .. �` .. F _ .. n.m.. No. C 72160 - . e d%y CIVIL. P �pp O • AO oonnecio, plates aro Apoe Wave 2009.. urtbes wocodod DY'H' I. Hip6ha,pih 20 ga.. -B- br Bupor Gtr f e e, Platsl ora b W psr dONI Datep Rs 12/21/2015 168 - HomewoodTr s RG READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cusl: ANDREW STRICKLAN :W "IMPORTAN%w FURNISH THIS DRAWING TO ALL CONTRACTORS imcLUDwc; THE INSTALLERS. DIR: Dri veJL150039_L00005_300001 rnmoremaamme enamtan[m0.ne,my. Wa{pr0.rump am tv.uaq. Rderm am are.me men edmnaeca te,mvearpm,ea W0: DriVe K 150039_1-0000 IWdruemtaoL try rn an wru)mr marw,mreromrmoertmnagaeanrmna. Inasmr mu vovm lnnparfasnp pv tXsi. unmet Dsgnr: BK ALC - 22 WT/PLY: 122 ne.yrawa..Im.wrfm�aawna.emmh.mc+bean.mmnasa�domnnem,d�mt�eaNwenrrmadearoma�a t,om.,� As peirmnuv omea.earma a.smee,ae,p maasea o<. Bew iearaem. efoetd..a tpeane. Amrr pauomeamtmamm am TC Live 20.00 Dsf Li vapor L-1.25 P -i-25 �}jf� ��Ull Pessta asso., �o.e mamaeuara 0eve nwtwm em.,.tz. TC Snoa(Pf) psf Snor9ur L-1.15 P-1.15 V� - AN /RY CORD'AMY Aptcaaama,artwaemq m,mentae,px..sw mix,r,p�Wm,aryaw�no„dt,m-aay,.vtaa.emDma,rmmn aaamaava,re„WynPi ,.aa„®,mn9, ftpu;an.,m, A lramo me,rffi .0.00 TC Dead 14.00 psf Rep Mbr Bnd / Comp./ Tens Asallon Mb dr—fter4rov�rpaya DsdeO fids dmsafg,bud/utaa .Pb—p/DrMaWrMsrpOfNJbup raspu..Ibmy BC Live 0.00 psf 1.15 / 1.1.0 / .1.1.0 . - famNp,ea 4D'PaaY. b"'!h'Nq iX repSa a101y dea dasfdn sboen. ibe sulbDliky arl0 usa o/tMa QmN�Iw erry ebuebnb Mm of dls BufAfbp o.amnerparANsvrvffsRi BC Dead 8.00 Dsf O. C. Spaci ng 2- 0- 0 TRUSPLUS'6.0 VER: T6.5.20 - F"°e"° ®°"�dvsaeYpeee moan mdaasvnms ALPINE- TR: rrrra:px; Bldg Code: CRC -2013 DEFL RATIO: 1-/240 TC: 1-/24 BUTTE COtJNr BUILDING DM►i.�f�� A PRO VE�' Job Name: GARAGE & PATIO Truss ID: B2G 1 BRG X-L0C REAR SIZE REO'D 1 0- 1-12 35a 3.50' 1.50- 7 7- 0- 0 311 3.50' I.SO' 3 4- 4- 0 135 150- 1.50" 4 S- a- 0 72 3.50' 1.50' S 5-10- 4 203 3.50- 1.50-. MAX DEFLECTION (spa ) L/ggg MFM 1.2 (L3VE) LC 2 L- 0.00" 0. -0.01' - T- -0.01' IN ME DEF CRITERIA: L/120 -- 7N MEM 10- S; T. 0.01' Locations e o- b ob t 7 } p. 0 - e n g $ - tpi} LAp1g uep TC 2xa OFL II 6 B[r. BC 2x1 DFL I1 a Bir. DG SLIDER - 2xa OFL 01 a Bir,. WEB 2.4 OFL STANDARD (creepfactor). Z.00 IRC/18C truss plate values are bued on IRC/18C casting and approval as required by IBC 1703 and ANSI/TPI and are reported in ESR -1116. Install interior suDoort(s) before erectlon. 7 Building designer shalt verify gable loads '� and eave loads if -applicable. [ ]] gable brad rip ropuirod a SO' intorvals, If exposed to rind load appliedto face. Seo I7WBCG's GW I. '.Braci ng Details. Desi yned Der ANSI/TPI 1.2007 - Fabrication Tolerance - 20.mf Bearings designed for an FcPeryry value of the lesser of the truss chord lusaer value or � 525 for all bearings. Refer to 1o1nt OC Detail Sheets for Cq factors and Rotational Tolerances. Loaded for 10 PSF non -concurrent BOLL. Mark all interior bearing lova[ions. - PettYnant br'cI Is roqui red to rotation/toppling. See SCSI and ANSI/TPI 1. SCSI PLATING BASED ON GREEN LUMBER VALUES. End vorticals aro designed for axial Inds , only, unGoless noted otheMse., mtedsotheaMfor Attic storage unless UPLIFT REACTIONS) Support C8C Wind hon -.Ind' 1 -75 lb 2 -55 lb 3 -26 lb 4 -I1 lb S -9a lb HORIZONTAL REAC7ION(5>) - support 1 214 lb support 2 -152 lb this truss is desiYnad using the ASCE7-OS WrM SDeclfl urian Bldg Enclosed . Yes, Inportan.a Factor 1.00 'Truss Location . Not End Zone IWrrlcanye/Ocean Line. No Ex Catepor - C "'911lo" 0011��g0fto nth - eS.00 ft ASCEse. ft.7 II Standard Occupancy, Dead Z -d . 13.2'Daf Wind eandsC1�001npyatm as eaa: oa Tri s -s % ss o•o'. BC (�pMp)) 7F1� ]4 q; T9.0 -i 4gg.Y7 .. fo 24" span opeosite ace. Top chord may be no sgfttsin but risArsigned Vertical ambers exposed to w1 nd: 10- S R)�Ie1U.21)% Li b.ol . . 1.5" deep X 3.5 AT 48' o/c along top edge. DO NOT WB c" TDBi CS1, .. _ .. idesigned to suppLrt 2-0-0 top SNord oytlookers cladding load not oRcoed 10 PSF alp Taco, fo 24" span opeosite ace. Top chord may be no 1.5" deep X 3.5 AT 48' o/c along top edge. DO NOT 1 2 3 4 5 7ERF knots or other lumber defects allowed 12' within of notch heel panel_ es. Do not notch in overhang or .2. 3- 0.1 3. 0.1 .. L 441 55. Alp - .. .. 3XB ..... .. .. 02 1.5X3 2.50 _ �:"� 1.5X3 1.5X3 24-0 TYPICAL PLATE: 2X4 OVER CONTINUOUS SUPPORT No. C 72160 CIVIL. P .. .. .. ao cooeednr panes are Amine Wave 20 ga., artless preceded Ey H' for High SbarxM 20 ga., -S- br Buper OF OF CJAU 12121/2015 fibe 10 . Rams be io ba Jo..O r John Demp Re rte. 268 -Homewood Truths "WARNING!" READ AND FOLLOW ALL NOTES ON THiS DRAWINGI Cust: ANDREW STRICKLAN i�J IMPORTANT" FURN7sN TN75 DRAWDIG TO ALL CONTRACTORS OICLUDING THE INSTALLERS. DIR: Orive_M 150039_L00005_J00001 /� Ttiseramoe odwee vemtebeamp. Awutoo, aNbpbs,m�og.w baaW. Reomwrmo.me lmnlemmmBf51 {Dalgcmpmxea W0: DriveJL.IS0039_L0000 sant mm,mmvt W7Fr ra vafW tar aeypumspnmoertminp oxs n.xdms. maams aao,wae mrp.vt berg pntRsr irty Dsgnr: BK dLC - 29 , WT/PLY: 64 ,a6edmiwnre. W ewe duM Mve popnh aaemm smoaQa aaavug ab comm dud anM nae agog=M amrAed Nd cerg. laomw daa mr w, e7wafg. Aapr TC Live 20.00 psf LiveDur L-1.25 P-1.25 ilrt i� n� O \v11 pemaaeamw mmammwaas wtmwm'aa�pmm�m pereceiamow ar apaume. paasmeacnbceapuu aro roau^a+sw�.��ew,o e^uwJaa onabrrcan.�wneam aw,w�a. TC Snow(Pf) psf sf SnowDur L-1.15, P-1.15 !� TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens "ffw COWAMyc Aim/on sA �crove�i •eiePg'maanatlmabadrga mesa. . pog"U.Wgthis~W, mdkelos ameptence oiwwiWuaoeaf avbaerom reaponab»� BC Live 0.00 psf 1.00 / 1.00 / 1.00 tfNMOnadlyIbry. drmraPneM tY TAOaF .. .. 7ery ro� the dexig-ho n. The suhammy and use of Mix drawng forany souchim is the responsmmy of he Musdhlg De4afMrpsr AM3FM l Bae.2' BC Dead 8.00 psf O. C. Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.20 For nxreb""°°e av oape•ape °ace' -e °'ae"ce Bldg Code: CRC -2013 AwNe DEFL RATIO: L/240 TQ L/24 Q 1 Job Name: GARAGE & PATIO Truss ID: BF BRC X- Lot REAR SIZE REO'D 1 0- 7- S 2261 14.58• 1.50" TC 2x4 OFL al d Btr. DestOp":1 per ANSI/TPI 1-2007. BC 2x4 DFL el d Btr. Fabrication Tolerance . 10.0% UPLIFT REACTIONS) Support CaC V nd Non-Wnd I 2- 9- 1 -37 1.50' 1.50" 3 4- 3. 0 311 3,50' 1.50• DG SLIDER 2x1 OFL al a Str. Bearinps designed for an FCP=p value of the 1 -SZ lb ' ' 4 ZS-10- 4 1SS3 3.50" 1,66• IS2x4 OFL STANDARD lesser of the truss chord lusher value or CBL SLR 2x4 DFL STANDARD 625 for all bearings. -' 2 -ISS lb -479 lb .2 -8 1D MAX DEFLECTION (spa ) L/999 MEM Z-3 IV LC ZZ 2x5 OFL a2 3 ,7 ,10 IS r (creeG factor) . 2.00 I1 IS t0 4o+nt a Detail SISOota far 4 -33 lb HORIZONTAL REARION(5)) L. -O.iS' D. -0.34- T• -0.59" IRC/IBC truss plate values are based on C4 factors d Rotational Tolerances. support 1 1197 lb Jon o� F 0 i _ $ testS na and approval a re4uirad by IBC 1103_; Loaded Par 10 pSF non-concurrent OCLL, and INSI/TPI and are reported to ESR-1111. Nark all interior bearinrp locations, Parnanont bract.' +s to Iatall +.LOriOr before support Z 1191 lb support 3 -2774 lb Is lI¢, go-. 71. 0• $. re Y+rad aYp�rt(D) oracclen, .eyrevent rotation topD�inO See Bul lding designer shall verity gable loads This truss doslpned using the Wind Speclflcation BCS1 and ANSI /TP4 I.and ave toads if appllcaDla. .AXE7-OS Bldg Enclosed Ta, Inportaca Factor . 1.00 (( f j PLATING BASED ON GREEN LLMSER VALUES. Cr] gable braci:f required 0 SO" intervals. 20 psf Live Load applied to botta0 chord in ti exyyosed to Wnd load applied to face. accordance with IBC/IRC code provisions. See pp accordance Gable Bract racing Details. is. - Inns Location . Not End Zone Nurrt carre/Ocean Line . No Exy Category C Bldg LenptA . IZ.00 Pt B{dg Width . 74.00 Pt 4f -7500 ;9555 % ' _ (•) Brace this memb0ihby a dement t0 lower dtaphra0o M 17nS 24" Mean roof he+pht . 13.'2 t, "NS BS AS II Ibndard Occupancin Wind y Dad Load . 13.7 paP igned as tan ,b8§ oTN. �11M.)� m ��{y}en pq• tt .,. t&I raoP or pU eL O.C. .." ..'... _ :.. pot ry orend. omponetts �e°i4:andi.. . /•'• °•O•- : .---...-..LOAD CASE I84 1 DESIGN LOADS •••••••••••••••• DynDpp 7117'.25;% ' ') QQq I SRI2 _ - Dir L.Plf TC Vert 64.00 - 1: 0•c0 Blvoo Olf p 0•c0 0%6 TC vert 94.00 0- 0- 0 566.00 13. 0- 0 O.S9 ' tt S TC Vart 60,00 1I. 0. 0 01.00 76. 0. 0 O. S9 ec Vart' 16.00 0- 0. 0 16.00 26. 0- 0 0,00 Tg�rtd15s designed to su port 2-0-0 top Chord o tlookers cladding load no� #o axcged 10 PSF one �aca -- i 12:9 13 13.0-0 sad 24" span opposite ace. Top chord ma be notched-,. 1.5" deep X 5.5' AT 24- o/c Tl Dng top edp. DO NOT - 1 6 OYER4VT No knots or other lumber defects allowed vn thin 12" of notches. Do _ rbc �� not notch n overhang or heel panel- 5X6 . 2X4 2X4 - 20 y(p 2X4 TI .... - 2)C4 .. 2X4 2X4 • B• 2X4 (•). 2X4 D•i . 2X4 2X4 74-15 y(4 yip (• 2X4 SHIP 5X,2 5X12 �) =1 " .. .0d•i 2.5X4 4X4 6X6. 2.5X4 D�F1 84P^ T.7.1. . .. .. .. 4.3.8 , 28-0-0 I L No. C 72160 B 7 B e t R ._ TYPICAL PLATE: 1.5X3 OVER SUPPORT AS SHOWN si,9� CIVIL. - AD connector pales era Amino Wevo 20 ga.. unbss pocedod by lr for High Skonglh 20 ga.. -S- W SSpo, �,� A /20.6 SbanOdh SB an. Phb ft os we be Posnod por AWrd DoW Ropons. 1 1 268 - Homewood Tr s G READ AND FOLLOW ALL NOTES ON THiS DRAWiNOi "IMPORTANT"' Gut: ANDREW STRICKLAN DIR: Ori veJ1150039_L00005_300001 (rgf / \ FURNisH THis oRAW/NO TO ALL CONTWAMORS INDLUD#io 7NB INSTALLERS mm�,ewn, eaeaa �ebr�L-mnp.n.abD.emq,•�a�ro �,eb,a,D.lmeaam rwa. meaxm eemneer�tpuap oemaxr+ seayrwmmDo,a,lv7q,m wrula<�arP�mwvwpPeramy ossa n.�.. amao.. d,a vwm mrewarr e�.xg P, ee w. unt.. 100: DriveJi_150039_L0000 Osgnr: OR DLC - 26 WUPLV: '247 . . G�� d AIL ,.area mxrn:.rw doddw rod vrwlremd,m Imre aemaawemom euedw h.,e,vswnN eamm da7raro Lamnvwn rar pwnnne,rePr remasdabsdan Mvl,aaap neem D,r SCm utas. B9, B7wer0.nrppkatrs. Apply paM,m aatlrhw dhow an0 po°b" e'°'"m0`e iOan o1p b"D�OiCp"•iY0�10a00Q1r'"100• TC Live 20.00 psf TC Snm(Pf) 0.00 psf Li vapor L•1.25 P-1.25 SnowOur L•I. 15 P.1.15 UU VIM AbMe.. ANtlni sinal BNdnO CalpatlN,OmW hx.. slMMWraIWnpW ra,Mdmaom rrdn Dqa araarg�pn'taaam WlD eMaw. TC Dcad 14.00 psf Rep Mbr Bnd /Comp /Tens ..: . ANOWCOWANY m'd01°"r°'�01arsl^P"•'r°'hw"p•'"gp'p•n°aaam'ab'°d"ae°arRa. A,ears,Mbar ngorop,.rp,g,v urovdsdrn hV hrek&eo zaytenmaloa sxk, PeroaMamereaponWhOty 5C Live . 0.00 psf 1.00 / 1.00 / 1.00 sr2vr.avmaarP"ay.ar„rvr.4krxmoao oNN roan. ea,pn.nown. T..,Yroavay,ndase atm,e,.wnp A>rar6•,bueNn/s tti rwpaer,y0mp•mdae BDII®lp D-AF-P-ANSYMIS-2 _ BC Dead 8.00 psf O.C. SDaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.20 Fampn Mpma:Wn,e, mbpM,poxfd m'ea Daps and mase ",ta rm: ALANE: 7Pr wrrw ler Bldg Code: CRC-2013 DEFL RATIO: L/240 TC: L/24 BUTTE CQc1NJTY BUILDING DIVISION APP OV ) Job Name: GARAGE & PATIO Truss ID: BG 1 8RL X -LOC REACT SIZE REQ -0 1 0- 1-12 103 3.50- 1.50- TC 2n/ DFL I3 6 811. Designed .er ANSI 1-2007. UPLIFT RFACfION(S) 0.00 psf 3. TO- 1:50- 8[ 2.1 DFL +1 8 Btr. Fabr cation Tolerance - 20.0% OL SLIDER Z%4 DFL +1 9 Btr. Bearings designed for an Kperrpp value of th! Support C9C Wind Non -Wind 1 -6 lb 9 4- 0. 0 176 9.50- 1.50- WEB 2z1 DFL STANDARD lesser of the truss chord llaeber value or Z -5 lb / S- 1. 0 21) 9.50' 1.50- acv (creed factor) . 2.00 625 for all bears ops. 3 -2 lb S 6- 8. 0 6 B- 0- 0 2181 7.T0• 1. SO• i18 3.50' 1. SO' 719 9.50' 1.50- 'its Jac Iits/Iac truss plate values are based on Refer to Joint QC Detail Sheets for and approval u ra0ui red by IBC 1703 CO factors and Rotational Tolerances. and AN In ESR for 4 -3 lb S -3 lb 1 8 10- e- 0 9 12- 3- 0 NB 3.50' 1.50' 222 3.50' I. SO- and ore reported -1119. Loaded 30 PSF nen•concurrent BCLI. In+tali interior supDert(+) beton anctlon. Mark all interior bearing locations. 6 lb 7 •3 ib r '10 13- 9- 0 222 .3. SO• 1.S0- Building desi.ner .lull verify gable loads Pereanent bracing is rreeqquufi red to - 8 -/ lb 11 15- 4- 0 218 3.50• 1.50- and eaw /vada 1f tpullcabla. ravant rotatio^,topplt Soo Y ng• E• gapbole bracin regi 1red 0 SO- intervals, SI and ANSI/fD 1. 9 •9 ib 10 -3 lb 1Z' 18- 8- 0 13 38- 0- 0 719 ].50- 1.50- 3.50- to Wble. nd app LUMBER VALUES. , 14 19- a- D 219 1.10- 215 3.50• 1.50' SeeaITVBCC'sod .0 HOORIZOONTALSpDEA�ONECFN 12 -3 lb IS 20-.8- 0 15 22- 0- 0 217 I. SO- 1.50- 176 1.50- 1.50- Not desigpnned for attic storage unless support 1 234 b neted Ne rel se. support 2 -1S8 lb 13 -3 lb 14 -3 lb ' 17 23- a- 0 18 25-10- 4 318 3. SO' I. SO- 403 3.50- 1.50- / support 17 ISO lb support 18 -234 lb 15 -3 1b 16 -t lb NA% DEFLECTION (soon) This truss is designed using the 17 -5 lb L/999 MEN 18-19 (LIVE) LC 1 .. (, A5C[7-OS W1 nd Spactftcatl on.,., 19 -6 Ib L. 0.00- D• 0.00- T.-0.01' - Bldg Enclosed -Yes, Ir�ortarrce sector .1.00 Truss Location . Not End Zone i / 66i�p�,��jtS 0t1•c0 ry .. ... 0 in9i Lo ftlhiei gh41 001 ft"0f[,�rWiV/tA BS.00 it • ASCe7 II Standard occupancy D+ae Lae . I3.r psf kesistino designed as Main Wind Force Systeo -•. - w -rise and Cogo is and Cladding • gnu / / SS Tributary Area .100 soft TIySs dOsignQQ� to support 2-0-0 top chord oi�tlookQrs a cls sig Dad not to teed 10 PSF one ace, 1� �1 1. /: �. g - •• _ , . e, arW1 24" span oe�osite face. Top chord may be notched 1,5•r deep X 3.5 AT 48" o/c sloop to adpD. 00 NOT 3iu -1x9 lis~-Jue .2s / e o:o� 881 OVERCVf. No knots or other lumber de ects allwved us 'is i _ 1 2 3 4 8 S 7 6'1 8101 12 13 14 18 18 17 18 18 within 12" of notches. Do not notch in overhang or u-39 -129 -us 1619 -101 1:25 / .281 / .281 / 6(1.60)) 0.01 911.903 0.06 2)((1.90 0.01 •- - - B.DD B,D heel panel. 2u i°isd 1181.°.1.3% h 32 1�.9u1 4X4 11-22 / e�m o.oJ 1.8X3 - i}i: 1.5X3 8X3 .. © 1 ... 1.81X3 .8X3 I. F 5 F F i 6- d/ i.SX35p SxsS 74 15 . 11.SX3 I .. .6X3 �p SHIP. . / 3X81 3X8 11 • 0.4.1 0.4.1 DOW / Toe ,heist:) .. 1.8X3 I.S. 16X3 1.8X3 1.8X3 2.6X4 1.8X3 1.6X3 1.8X3 1.8X3 1.6X3 1.8X3 1.8X3 1.8X3 1.8X3 1.8X3 2.8)(4 - T T. aV Me ¢ie 112-n-i}S :281 % 0'u 28.0.0. 1 13- _1•w .23 / o:m eo:oJ 20 21. 22 23 24 25 28 27 28 28 30 31 32 33 34 35 30 37 No. C 72160 sin -391 :iii . lb3e -591 1.23 % 0:0 # # IVH -lib -I6b lie -999 :n .21 °o:o°fi6 : TYPICAL .:. OVERCONT04000SSUPPORT IN CNIL P �OFCAtl . A9 mramao: paten ata Apne Weva M ga.. unless Procoda0 by?t' hz Nigh Smng1h 20 ga.. F w Spar 12/21/2015 stenOm IBM. Pres mo m 1=Xe d Jowl Oom9 ROPorts. Per 168 - Homewood Tru SS AR G! READ AND FOLLOW ALL NOTES ON THIS DRAWINGi Cust: ANDREW STRICKLAN iLAJ "IMPORTANT" FURNISH THIS DRAH7NOrOALL CON)RACTORSINCLUDINO7NEINSTALLERS DIR: DriveJIL1S0039-1.00005_300001 rraeere9ra ove,e®amrmo-mvg,n.,ssv.egpp.msm,p.,0e,ady. laremana mro.Oe �M�ads pks>ap ea,eman WO: Drive M 150039_1.0000 wady bavmom.Acer ad wrulmr edarPadkeeorormo=taraa e,ee ne,ae,a msensuw omens mrwen tr,apoo eey. uauw Osgnr: RK DLC - 22 WT/PLY: ZS2 • !� ,rdee Nar,lie, mp due e,alhaepm a.meemroeoNMO ZW Ca SCM rq Kaon Barb tl,Mha•eapmperV atideadotabp.Lalbne Shown mr oemenamlmrremmw crap mwlm Pmemi.emnn w,e7>elo.napwanr. Aspv prermeamrawawn one - TC Live 20.00 psf Li veDur L-1.25 P-1.25 • d O Pamennrro.,eow Pd an aw J®atNLtl RpM.ueew ase �ennw. Alp+r..at6>rra TY 9,laYtl CpryvuatdaW a...tlW na0e kr hon TC Snow(Pf) 0.00 psf SnorAur L-1.15 P�1.15 • AA ITwCOIAN1' rc7pmade mMaaNallm TN 6rs.1V. a,1'IWem Mlae mnaw m'ap1YC°"01W4rtP"•ar mrh"'er'p. "4'^"p•^a>vae"'beraa'aaauae. TC Dead 14.00 psf Rep 61br Bnd /Comp / 'fens .. +j i+maoneew FFwl: orwrd AwaA rX fql+ Ap,l Pn uta erw�er cosrpep.n,9ro eons erewotp, hreA:,rn,cc,phnn orP/a3bi+atrraSermOMa7nV rnpdnrremp• ,or,N ro,rna e„rpn,nerrr. rm.urr,orraysw u„oJW, erer7ng ror arry,wcmn r, Vw r.�wr,remQ•�ress BrrrAIDp o.,gpn.,prArvavrPrh sae2 BC Live BC Dead 0.00 psf 8.00 psf 1.00 / 1.00 / 1.00 O.C. Spaci ng 2- 0- 0 , 1 TRUSPLUS 6.0 VER: T6.5.20 r>,meM'^"'b1.10°tl1pe''9o�.1"me'w-ene°'.w'waeer ALPM!, : wrrw• •uz Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 L=h� 6F 'DB2---=---�` �----__. r. - M 0 L=h� 6F 'DB2---=---�` �----__.