Loading...
HomeMy WebLinkAboutBLD2005-00866 - BLD Plot / Site PlansAUI cte911 411MmwmwmwmaimwmwmaLlwmailar milmw=wmwmwmwmwmwmwmaalim mmwftwftwmwmwmwm imwmwftwmwm .4immimoommiumainaldr "agalirrimmiL ....ammftwmomoftgr ammmild."1--m.omwmommiwm ilmwmmlitermagiftwmommi`MML. Iwilmwmwmwmim.m.m.41. "emmwiftlelOmmumilaiLmm mmommmWm .11112mglinomoramod 'fteammummilmsqler '"---ramailidautp .-4Mmarimracr NomamoL Nir mar 1- - - tf:0010pamaaamadmodmamaimam amaimamamamamamama.Wm mII1M mAIM =OM m= 1 1 _ LmrdmadMWMWMWMWMWM mmimmonrimmoloilrmmmwAftrfaftrftsimmm maimmimmwftwormioftmoimm.Immimmft•Immom • Eimmilpolemmsminftliftimmlim mimmimmommim•IftomElm... •Imaaamimaaft•Iftimmodftio Elm.eftemm•ImsomulmElimmo man..•••••••••••••••••••••••••••••• mom•smomirm......msal ardamommiftwmmmommim• aaaaaaftioduabau• ammftwimmimmimmmmftwmommft•mmm.o.a.........mmmmommft mwmammmmm• •Aft•Iftwommft•maim•Immilm•Iftme megramannewomiuvorguisimegemennurftek_ ihm-i.......•••••••••••••• oraiwoommardaLVE..phonvomum•movimovpimmasirdammovimariakaa.....,:mmard..- Elippolimmlft•mmloomiumumummormaaftimmumasiatummmimmmmummmmommwommmommmmimm lom mar audaasmalftwilmmonlaaaaampaammaaaaaaaaftmaaaaaa maimaaammaam adpmmm......mmommm ar wIrmilimelrmro limmilaaftaLasum -z-or r sr -1 gligget latithvb. vim eggibbriarm triblisibuto .ara JEWOMPRIANIM4Pa mommosuir `NimmmiammillirommftlimmemElm•smimmoimidmom•lim• t sair..0................i.m.....mgromm. 11_...e.1.7..or Niammolimasidammftmft•mmimmmmft.irmumemel -18..mwAlii.T.I•hwis•ummummommumishm. -iftmetadam•miemodadadmareamlaaammft•w• -7logpftmolpftplimmommmwmmmmiummmmmft.. ',Rellimmm-dommoiummftwommmmmmftomwifteme - r - - - ft en WSW311. "II serirbapiraira j• lirlrig WM1714-.W1 100004f .JEOLjogait mid W1.0 a.m. J Wm 0.M. di .dimiL Jog: 111; 1101. A air 101111.060 ir" j411r • I FIBERGLASS SHINGLE OVER 15 LB FELT OVER 7/16 OSB I Fri Tin:7'7- i ..111o.11r1.1 malt dm0 aaaadadaad Iv a m m k dAi IMo-i.111em .bl -iralia g.-ill,b irmrraleoildeodlemftii.doprmkmmIlfftmlikri..ueiiiieollmiaammoalnieloiir.r.wa.kegdmrmmiiigeeegeeapiagilmmnnllidz0da,r...l..r mirbdiiomraaraa1 iiVmli..m.piomaama,ureeta• irft.l!laftio-mlaabaiLaililma.fi.l.urimobftmlammlanitaml...il V-l_pIiAa.muokiigbeftmnaaaarmdlei.sakeeomlaaa.marmrlallNladaaoa.a..wblkl0wliaarCmuUmileelmEnov0mmepimnSaararai6igeIiaEr..w4iglft.Lr4aaia Mew11ieg9m1_0pls0rarai1iazwl4alm ft...a•O1oI0mW.LmmrMag0il- mlWlra tiI.gre0iBIiit4hTlAirmriVNdat1i.ok0iara" eait.Phold~iam'Ovelatiraew_iiVlpio_y.".a0IrIa0tE.Pkiaaatt4O_k0aVaAPeg_M1a.iearLra osVliiVobEa 4... .j MnswlaA. dOr oerr A likilark IPmVoaklbbaMbheoolibl uN i ibra.w.ma. w.a a.a m.a a.m.a a.awwwam a. .10LIMISLIMMICIMSECEI -1111111aummut allmUlalimUmar+MPMIWIIMW • t Rd. I I I MI tal LI OA Lea laidi LI 111 11 LI . Mmdmd Mft Aft Wad WW mft m mm mammm m m m alrbOdblibabelbaballOWWWWWWW066140Wellb kamal409126020100611600100400" idgfralligeggleALINPUSCIIIIEL-110LIMINLISLIBeaLld INIMPAWIMININOMSNOMegaggiagegliggid W NI WILIVIDOLIMMINSILIMILIEMMilailearlakilkellilli 111 id W Ed al W W W II II wmw ir jum awe °WIN Ad" illrairdibmit MMIAMMIM__- ababiSNIMPWI. a Aftmaloomil a.m.awa.m WRIINIE" • di .mmilmmosi WWII.% ad elmirdiamtwommemospitivanumertraurvisfk vow Imelawswillh.laridpsotkoPapisielps•jumikamparkzkithirplowookswars•wil AAP lifferierwourtmortApojhol.biktbitk is Verettglerageriererersoursakagerestasurtmerievrigia' vertirdireriera• 11111.0.1W.Agereritirtirl.ailkiligrelldigkollertid Irg .1 tarabiLbaraktereadfaltalrairailleadiailailleadiagadiadiair maiatterageralk WM 11161Wmad WI WM-Ed W_MORW_M_W_W_WMW1mWmWmW Wmmil Wm m m m _ ,erer Prrlotj . _ • --mMEOMBRa OMMOUVUOMMOVOUUSOMMUMENMMEMMNSPARNMMEMMMEMEMMMEt MianklimIlii" - in a . -i. F. Pi M TmMj Mail Tr . -NMPhrwriaZi ---MpFig-M.MM"`TTmir'-oNF'- imillierilidarrlieljeglindalinWilliAllitliglitlilill1011.11011101.1100.046.111601110140 .." NISONdlhallablibilbabliellairqiilladrairlidirlifilliagildillidiairlergriddlalinriarldilli fidairdtkair' • ft+m imlemimmimmimmimwmod Wimwmw wmwmwmwmwi wmwmwmWmw w wmamWmagmwmilmWm ft+ft ft ft+mwmammimmimmi WmWmw wmWmwmwmmil wmwmwmwmw a a.m.a.a.a.a .r- MINIONEICIIMPIkablillidibillillhabithillikdiblilkakdallabliallaillilkdapipdisidepakmodu aka „---- ,„------ sawrijurapidhowdbodblibedurdbimiehomplEababoodbdbommion. op. ... . . . ........ ..... ......... ......... . a...m.6...1..1.a.- mbempedmombmiumomftampolummudhommaftammotimma Illawm- / m Mamba ft ft lowmft+WW1mWmal Wmmdmmd MmadmmlimWmW admadmWmWmW M WImmll jellelleinalleallirMOVIIPISPIPIPVIIIPIPIEMIPIPILIMIPIRIPPIPIL . lobiallgtiabmwas40064106064010104maimahalgaliakamamalmak m+aNWINUM6+WINWN6+0gailaaagiaimaaaaaWOMMailaimaidaUMUMiiimlam jearjejEljeljeljejelLIMMILIPOWILIMICEMBrittirlIMMUL m .1.11.1111e111.1111111611.111.11. 1"1.1911111"1111.1111.11.1".111111"1111.1111111 w ft+m 0ftwom i+m ft imil+ft ftraftierw .---- ammo arammamarasmanar-ft-ft- 4.111.1111 ii_powijamorimiongavinevociverimiL -1" abilbegurablilaniellmfdaliabiterwaWir -441•Plooligivuommineditempei AiriallaigithAdrordiaketi ....... --411 wommahabalimmumallomm 40610=40:040401404rm -411pdftemplobaftwolip Apiludipapadadbida 4mdammammadmidn +ftdadmmamodag -ftsuldeldomplo a -'412211.21111.....J -,41mdmm, -Gimmt 411112111111111111116.ananallallagagar' . amumirawwwwwwumummmumumumur-wmosocammwmarig==' JOOMMEOMMEOEMMOMMUMANam JEUROVw' jagenetallagjjtm.ilittaineglial.1... byrygamw....airmerrawaLimmow.... IF I i• aWa rbWI. MM., Rh' rwarroMmaw- 11.Porialuell.ralormandrotremesirafil. 8 1/4 HARDIE PLANK OVER HOUSE WRAP AND 7/16 OSB WIN 1 .1.- 1-,-.-*........ .. .. ,.__.... ... I'..;;Lakammual.....a6......akaumu w6a6..........67......... ,- m %Ism __Implamm m.ft.ftmumm .... -iT mftalmmummmum willoamsim pm- mim.ftmigumftm.m.m.m.m.m.m mak mmemmammmwmwmwftwill0WwWww wimw wliewimmismwirwmormimwmwerimilarallairwarair 1101WO.d.L.m..1.4=142MAIMMIll-milnil-emr-nomanglrar — DimialmalmIlinbunrar-1.1,3.13101P11.2110111.01610M IlMar-INECIMIVanandleillagefturr. ..al a.r: '._ •• IN - ....._ ... - ..... - ......... .116.111. . —.......J"OE nifiimibp""1".Vremi""""Immulli Im°6 mmlwffilmmilimmmie or. -1-. --- --zaa•a-mme.r"..4-avams,,,woratismszmommivimarza- --swormams-mmer ...............-t..-an.ak.r...--.6.0.0..0..................................................._ -1.......................„- ......, . . ....................- .......m........,- ":=5 41- gew 11,06E ao mift " as au ax--anr a.m.. imaimmimm....baa. . 31- ..akimmvarivmdarrie mS ilollmsmr." NMI IMMIIINIM jeilLr.12.11... .."..* l' 44 . "*. L 1 I "Vri iillff . milim mumimmummwm..mmumm..m..mmm.m...w nalm talearramasamearmilosmov .........m........ ......o.dmumumak.......................... _ ........... .. ,,,,.. . . .........,...w................................................ .... fr_ ..... ............... .................. .... ..... ... a. a. 12 ftwillowIlmwM+ w w wpr' jairlafter JUNEMNIVIsiLENEEMELIIimmildftwIligoftwMadiodiliiwiliwiliwamodliasollbidiftwIbildVATINanalais, ma_ wiamilloThierillairulkdriairaus zaziwilimamimang.wiNwiftaregiwiEwpsaiiikikrwirwiauwarimw affilalirarar nami..rakar.....avalrawm; ..... ....... .... ..... _Taw ............... -mlumermeromm.mbamoromerammmmmicm, 10 5rOcit, PL-1:44 p\shi9cik lAorne5 "P--642-101•J ASHBY HOMES-BROCKDALE PLAN #1709 ELEVATIONS SHEET Al OF 3 4' 2" N 0 v 0 ao v 0 0 N (V N 0 0 0 12'-6" 5'-0" 5040 3'-4" BEDROOM 12'-0" x 11'-5" 0 BATH &'.) 8'-6" x 5'-0" CLOSET 6'-5" x 41-4" 2668 BEDROOM 11'-9" x 10'-11" 2668 5e -0 18'-3" 9'-6" 6'-0" 6046 NOOK 8'-8" x 6'-0" oo� oO_n KITCHEN 11'-5" x 12'-3" 3068 0 HALL x 4'-0" 2868 2868 UP �1b'xIG" 4t' /1\ F 0 0 J UTILITY 7'-0" x 9'-5" 3068 R3. U1 Occupancy Sepaiatlon: 2 Layers %" Type X GWB on ceiling and 1 Layer on Walls GARAGE 23'-0" x 24'-0" 8'-1" 4'-5u 5046 5' 0" 7'-10" ii PORCH 3l 17'-7" x 5'-8" i- c'.-4" 3050 3050 8368 3050 Transom windows above LIVING 16'-l" x 16'-7" Vaulted OFFICE 12'-0" x 11-7" 8'-1" 6050 POR 6'-0" 12'-6" gas fireplace ENTRY 5'-11" x 8'-1" H M2 1 Z6i92 P. -- wP5-w1 LIVING AREA 1709 sq ft 56'-0" - 3'-9" 13' 9" 6' 0" 4' 0" 2668 Wr-S2vr7 6050 MASTER BDRM 13'-0" x 13'-7" O HALL x 4'-11" CO 468 kr to 2668 CLOSET 13'-0" x 4'-11" `II I � �111t -3"--- '-0" -V-3•11 (V 3046 / I 3'-0" 4' 0" 1� 0 0 N 6,-0" 4' 0" t+� ti co CJ M c: L 4' 4" CONC. SLAB WAIF. o OWNER'S OPTION (2) '4 BARS CCNT. NATIVE UNDISTURBED SOIL PLATE W/ DIA AB.'s o 48" O.G., UAN. EDGE NAILING 04 VERTS. o 45" o.c. CONT. o TOP O F w nil II�IIIII, MIN. 4" DIA. FOOTINCs SLOPE DRAIN - PEORFORATED TYPICAL FOUNDATION SECTION 1-1-1 CLIPS ,< e "1' D ... * R.AC6 B cE S5 2X4 FLAT BLKG. BTUN. TRl15GG ES 2X4 FLAT BLKG. BIER TRUSSES Sd'e • L.0.G. H-1 CLIPS 4.410.C. (PLACE BEFORE BUGG) ERG./814EAR WALL Sd'e a Co O.C. 2X VENTED BLKG. 13M. - SEE O__NIOrC ROOF/PORCH SOFFIT SHEAR TRANSFER (2)8d's EA. JOIST FLOOR JOISTS GEE PLAN _ A r-\ 26c, PLATE W/ }2-9 i AB's o 48' LA.o•N• 4 ICIStePri u /-' - Ic ° I q (2)16d's a Ka • O.G. EDGE .NAILING '4 VERTS 11. 48'� O.0 32Qc. 414 HORIZ - • - (� V'GM(7 (2)'4'6 CONT. 1W 24' LAPS 0. •o0 FOOTING DRAIN N.4TT E UN;DI 1U EP 5O1L DI M 15167. S. FotRTwO 9T75124 CBNDril i . TYP. FLOOR/FOUNDATION SECTION MANt.A.c-1-L Et z - s) fiberglass shingles #15 felt 7 /16 osb roof sheathing 5/4 fascia Facia Gutter---- 2x6 D.F. Std & Btr. Sill hardie plank siding tyvek vflit blOka.11 -buss bays TYPICAL SHEAR WALL NOTES A11 wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with studs at 16"o.c.), or as called out below, with exterior exposure glue and span rated "SR 24/0" or better. (5/8" T1-11 siding is an acceptable substitution except where 5/8" or thicker sheathing is specifically called out in the schedule below). Sheathing may be installed either horizontally or vertically. All nails shall be 8d box (0.113"diameter). Nail spacing at all sheathing edges shall be as required below. All double and triple studs (ALLOWED PER HOLDOWN SCHEDULE) shall be nailed together with (2) rows l0d's staggered at 4" on center each row for each layer. ALL SHEAiNALL FRAMING LUMBER SHALL BE DOUG-FIR SPECIES MATERIAL. SHEAR WALL SCHEDULE V15/32" sheathing nailed with 8d galvanized box at 6" on center all edges = 260 plf. ADDITIONAL SHEAR MALL NOTES: * Blocking is requied at all edges of sheathing. Sheating edge nailing is required at all holdown posts. * Intermediate framing is to be minimum 2x members with nailing at 12" on center. * Double 2x studs nailed together (per note above) may be used in place of a single 3x stud, unless other wise required in holdown schedule below. HOLDOWN SCHEDULE LTT2OB attaches to concrete foundation with a 5/8" diameter bolt with 10" minimum into concrete. LTT2OB attaches to double 2X studs with (10) 16d common nails in wall above. STHDS/STHD8RJ--embeds a minimum of 8 inches into concrete foundation and to a 4X stud with (24) 16d sinker nails in wall above. TRJ66fS a 24. O.C. ROOF WEANING 5I1 55OM 14-1 CLIPS 8d'e a&)• O 2X VENTED BM& TYP. TRUSS/WALL CONNECTION 0.4%••Cie •••••• 1111111111 1/2 7/16 osb subsiding 2x6 D.F. Std & Btr. Studs © 16" O.C. 2x6 D.F. Std & Btr. Plate 2x6 D.F. P.T. Mudsill 1/2" x 12 J-Anchor Grade C ) 41 0- 05 HOP fAta Flu I5 !1U!111It1 111 illlil. =1111•-•loruP4SL- Imo1m 4x10 D.F. 11: R-2 3/4" PTS T & G Plywood Subfloor Grade -11 7/8 bci 450. Floor Jois S8 R-30 Floor Insulation f Subarea THOMPSON ENGINEERING N SHELTON, WA PHONE: (360) 432-8903 FAX: (360) 426-0726 PROJECT #05-192 ASHBY HOMES-BROCKDALE PLAN #1709 STRUCTURAL NOTES CONTRACTOR, OWNER, AND FRAMER ARE TO THOROUGHLY REVIEW THESE DOCUMENTS AND THEIR RELATIONSHIP TO THE ARCHITECTURAL PLANS. IF THERE ARE ANY QUESTIONS, OR DISCREPANCIES ABOUT THE NOTES, DETAILS, OR PLANS, CONTACT THE ENGINEER OF RECORD AT THOMPSOv ENGINEERING (360) 432-8903. These structural notes supplement the drawings. Any discrep6: found among the drawings, these notes, and the site condition.;:, shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contracto:'s risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted. Design Criteria: 1. Live Load = 2. Dead Load = 3. Wind : 2003 IBC a. Basic wind speed = 85 mph(3-second gust) b. Importance factor = 1.0 c. Building category = "I" d. Exposure category = "B" 4. Earthquake: 2003 IBC a. Importance factor "I" = 1.0 b. Site classification = "D" c. Building category "I" d. Basic force resisting system = bearing walls-"K" e. Design procedure = Simplified analysis 5. Soil = 1500 PSF, Assumed Bearing Capacity 25 PSF 40 PSF 60 PSF 15 PSF 12 PSF 10 PSF 10 PSF 150 PCF (Snow) (Floors) (Decks) (Roofs) (Floors) (Decks) (Wood Walls/Partition Load) (Concrete) Foundation 1. All footings shall be founded on native undisturbed soil. 2. Optional: A continuous.4" diameter perforated footing drain shall be placed around the entire perimeter of the foundation and installed as shown on the drawings. The footing drain shall be sloped and terminated at an approved location down hill of the structure. 3. Pressure -treated Mud -sills: Use 1/2" diameter X 10" anchor bolts at 48" on center with pressure treated 2x nominal thickness plates, unless otherwise noted on the foundation plan. For non -pressure treated sills use 30# felt or other approved vapor barrier. Same diameter wedge anchors with 3-1/2" minimum embedment are and acceptable substitution for poured in place anchor bolts. 4. Simpson MA6 sill anchors at 36" on center may substituted for anchor bolts at 48" on center. Contact Engineer of Record for substitutions in areas with larger diameter anchor bolts or closer spacings than 48" o.c.. 5. All anchor bolts shall use 2" square x 3/16" thick steel plate washers. 6. Contractor may step foundation footings, but shall not step foundation walls short of floor diaphragm unless other wise called out on foundation plan. NOTE: WITH THE EXCEPTION OF APPROPRIATE BRACING MEASURES, DO NOT BACKFILL AGAINST CONCRETE WALLS FOR A MINIMUM OF 14 DAYS AND ONLY AFTER THE FLOOR SYSTEM IS INSTALLED, SHEATHED, AND COMPLETELY NAILED OFF! ANY SITE VISITS, CORRECTIONS, OR CHANGES REQUIRED DUE TO NON-COMPLIANCE TO SHOWN ENGINEERING WILL BE BILLED @ $200 PER HOUR BY THOMPSON ENGINEERING WITH A MINIMUM $200 DEPOSIT! #4 Steel Kepar SHORING, BRACING, AND COMPACTION DURING THE BACKFILL PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR! Concrete & Reinforcing Steel: 1. All concrete work shall be per the 1997 UBC Chapter 19. Tolerances shall be per UBC Chapter 19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06. 2. All reinforcing shall be ASTM A615 Grade 40 for #4 bars or smaller and Grade 60 for #5 burs or larger. 3. Concrete shall be in accordance with ASTM 150. f'c = 2500 PSI @ 28 day _clump = 4" maximum, 6% Air entrained Carpentry: 1. Structural 2X rafters/joists and 4X framing shall be #2 Douglas Fir. 2. 6X columns/beams/headers shall be #1 Douglas Fir. 3. 2X rafters/joists shall be kiln dried and stored in a dry area prior to installation. 4. Floor trusses shall be by Trus-Joist, Boise Cascade, Louisiana Pacific, or other approved manufacturer and installed in strict accordance to the manufacturer's specifications. 5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Contractor and Truss Manufacturer are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. 6. Glue laminated beams shall be 24f-V8 for cantilevered or continuous beams and 24f-V4 for simple spans. (Fb = 2,400 PSI) - (Fv = 240 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) 7. All sheathing shall be nailed 6"o.c. edges and 12" field with 8d's unless otherwise noted on the drawings. Not applicable to roof sheathing panel joints across truss/rafter bays unless otherwise noted on roof plan. Hardware: All connection hardware shall be Simpson "Strong Tie". Connection rdware exposed to the weather or soil shall be treated as in steel above. CAUTION PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS AND ALL -- ELEVATIONS. ASHBY HOMES-BROCKDALE PLAN #1709 Concrete Footing/Stemwaii FLOOR PLAN, NOTES, & DETAILS SHEET A2 OF 3 0 0 ao (V M N tzr / '1 r 23' 9" 8' 1" 4X10 #2 DF BEAMS ON 4X4 POSTS 4X6 AT SPLICES MAX SPAN 6' GARAGE 23'-0" x 24'-0" 7' 10" 11 7/8 BC' 450 16" OC 8' 1" 56'-0" 18'-6" CONCRETE PATIO 12'-6" LIVING AREA 181q-gq ft 5' 6" 4' 0" t - J El I 0 N iI �Q 2( I2'h Fh I El 13' 9" OSB RIM TYPICAL �►J iD 0 M 0) M 0 0 0o f0 N N M En N io 9 0 12'-6" 2' 0"" 91.511 5' 0" 3. A 11 2'-011 6' 0" CLOSET 6'-5" x 4'-4" mow- 4 W/LA41- 8' 1" BEDROOM 11'-9" x 101-11" n F i. GARAGE 23'-0" x 24'-0" 5' 0" 7' 10" NOOK '-8" x 61-0" KITCHEN 11-5" x 12'-3" 068 4IZ p HALL 14'-4" x 4'-0" UTILITY 7'-0" x 9'-5" 1 nR 2 . GJ ] 8' 1" 56'-0" CANTILEVER T Transom windows above II LIVING 16'-1" x 16'-7" Vaulted Orrlar#M, to OFFICE 12'-0" x 11'-7" LIVING AREA 1709 sq ft 56' 0" ENTRY 5'-11" x 8'-1" EACH TRUSS END HALL 3'-8" x 4'-11 NAL 13' 9" 6' 0" 2668 LOS ET Q"x4-11" 3046 403 #2 DF PORCH ROOF BEA 4' 0" 6' 4!1 4.0 ` PIKES 8-29- r :d POST TO BEAM CONNECTION OS ANY SITE VISITS, CORRECTIONS, OR CHANGES REQUIRED DUE TO NON-COMPLIANCE TO SHOWN ENGINEERING WILL BE BILLED @ $200 PER HOUR BY THOMPSON ENGINEERING WITH A MINIMUM $200 DEPOSIT! N M ASHBY HOMES-BROCIDALE PLAN #1709 ROOF FRAMING PLAN SHEET A3 OF 3