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HomeMy WebLinkAboutPlans________1o- -4.I 11 214" r 5.-1" 1% • 2x • Sx1p 1'45: 6/ 62 657/ r � / MASTEN sun Cam - 1mx1@ IE3C' 2-3j1 5'-3' �s1 91' 414 C !I .3 3 •m' I -I 10 ca : NOM wOCC fLi N otcevert sea Por.,14 r: 2 10 Al2cmorif r 42' BARTOP I- ez witx ,00 ,,,,,,i G.i TO 4'4' No Pvt 19'•1 ��N4.._inI(`‘4:i5.7.11:61;4651 14/114► -_-. 0 f S 3 5'42' ti a giSE- 737511 _Row Q i 0" /4 s7 -4 -Ps j t eN Fou�t�DArib 14 PLANossP Kist 4 • / 4000 47 ite. \ca. a c- 4 Ore 5'-4 40, -11 MEW ON. 0 I !1 C.mPET Iv ad / / 4C-41 �a. / Csattta WAG ie0 C4/5/4/Al 1211 P J<, 9#01-° - .° \ �` /, 4 / / / / 10.410 RIC COUrta / 1' 1 11 0 ,g. 1.- 5,-4" ' 3'1" 3'-8' refic cOuar ' 5'-4" EP OR 7r F'ELI er.akts- 1/4' 1 -0' hne 77o -ave -95//7 • —.4. /44!2" 5-8 tsivrigy 512, ENC Ed 530 M //eland ,PR-- 7ac ea 8/ 45-0 J r� ,ecrA:9& viv r--A-47..0ea) 4:57X27;‘,5 WALL TYPES 2x48+1b'OC. 2x411 S Ie' OC. WI 3 1a' BATT NOLL s 2x4to a 16 OC. Wi 5/9" GYP. OD. EAC14 81DE 116'6 a 19" OZ. - BALLOON MU 2013 a Ib" 00. wi BRICK AMER ARSitt FIRBt F► OR. - 2319 g _ TOTAL wEA7 3asfrtENT uNFIN151.1.O 231943 WWI r 950 FRONT PORGN : ig21 I : 256 6F TOTAL COMBO AREA :34Z5O _ POR #1 _ 191 A/1)7'Es .:/ 1-) ,1,4L///_54:06.e:/14747/7:5 u vc ss o77/15R61/.5.6 N9774D 2.) ,72L,EKTFR/o,P 1R, -.4.5 7_7.2 -..f3/ _ k 4" @ /4 „c'IrvTAW s, 3) ,17ZZ `mac T14- 8009 7e'� 5ee. 0414 ,q#.c4mefi /0/44t9 eya,ieme APPROVED StaxCftomom LX !P tI-z Ns a t ARFI&W Com 'tJ1LD DUI bme7/ /. LD COPY illfgetioN10trf IlikOtTLArisorrifillE I � DG '401' REARODGE COPT,50+* 2CPCa - DAYJD E. 6U CGI?V5 03 M tri fa_1 3. 03 W F- v Cie Leaner Texas 2725 Highlana Tr C, otcrz C21 Lin I..LJ lia<C CIC REVISIONS: DATE NOVEMBER 15, 2009 SCALE, 1/4" : 1'-0" O. LJE PT' IE IM 013 1 IR' B 1/2' THK RSC BLOCK 7T1 yoz p,P)t1L) (,4JrI2/z)/5 Dl2Rtul d TRUSS WAIL 3/8" : 11.0" SCALE; 1/4" : TRIPLE ROWLOCK STONE CHIh'AI�1' COMPOSITION BNINGI..EB RSC TRUSS BEE DTI. 01/A3 12 • min Brawl viriSMENHOMO 'iiROMII) ia■■■ IAM 1■■■■■■r■ ■■ ■■■.■.■a■■ OlOOMMIIMINIM ■■ ■■■■i ■■■■■ ONOILMIRMIN AMIEMIONIER ---- STONE vE�R Milt- CEDAR BIDING IID SHUTTERS BRICK ROWLO L. FIR o[]1r k4 ON 2x8 FASCIA YP1CAL a RAGS 6x12 RSC BEAM -Th CEDAR SHAXE SIDING fOx10 RSC COLS STONE \SNEER COLUMN DETAIL 3/8° : 1'-0" SCALE, 1/4" : a PATEA BEDROOM FINISH ffLOOR Leander, Texas - 78641 Cls .c 0) CC) CN l` CN (512) 260-2750 [^wl 44::11C Ate') Cdral larienJ C'4 Iramams C15 4C:1C f;i1 limmiama REVISIONS: DATE NOVEMBER 15, 2009 4 o� D P 1=0 to O rr ti O m 10.E V8 COPYRIGHT 2009 - DAVID E. WIGGINS, ARCHITECT, PLLC - DO NOT REPRODUCE VC. -C 0 PROJECT: L'ATTESA DI VITA PLAN NO, 2091- 3 CAR - 2x6 WALLS Av WKiGEN$ J, ,i, : ...A t r• • C rI ..Hi�IT`E.Ca A PROFESSIONAL LIMITED LIAB'LJTY CORPORATION 2725 Highland Trail - Leander, Texas - 78641 (512) 260-2750 COMPOSITIN SHINGLES 12 12 PLA s POMP.' PLA MOMEMW STONE CHIMNEY / TRIPLE ROWLOCK. I � i i Atik 1-A= darn /N■■■E► Aee �r I- COMPOSITI SHINGLES REG TRUES SEE DTL O1/43MEM i LMir ON i■■ ■■N • I 4111111111111111111111114_111 ASNNNN■■E■NEi ■E■■NNEEEE■■ •NMN■EE■■■■■■ 1111 111 Ill 111 1 11111 i■NN■N■N■N■EEN■N A`■■■■■■■ENEN■■NN i ■aai.iaaaaaaiii 1EE■E■■E■■NEEM■■ _i■■■■■■■■■■■■■ I■■i■■■NMEE■■■■- 11414pingEENMESMEMEMENEMENEMEN ■ FIN CIES-� EM � myma ■ CEDAR BRAKE SIDING 1,03 RSC LINTEL MENEMEiiii■i■i �� ■■■N■■■■■NE■ MENEMENE■■MN N■■N 1■■ T =MEMO= ■■E■■NE■■■ EN ■E■■■■■ ammonium T -a •ate III '■_1 ice- MA' MDR bc4 TRIM STONE VENEER 12 N12 EntEN NOu•EO■ . U ■J ■■■ I OM WINO ■■■ inn EM■ ■E■EE■ ■■ ■■■■■■■ ■ ■■NEEP■■ N■ ■■■■■NE■ ■■ ■■■=■NNE■ JUL JUUMMUMUL TRIPLE ROLLOGK 8T/P)cA1., i■ om'm. nunMIN r—wiTamm— IP AMP Ailmh 1: tzc: i w - ■ Q1 3171: • 26 GA MTI GUTTERS PLATE a LANAI PLATE a MASTER &41TE 10x10 RBC COLUMNS N STONE AMER WALE: I14" 1'•0" 2x4BTUDG01 VERTICALLY R-15 INSULATI Lr SCALE: 1/4" - 1'-0" 0 Ca ICCVII ii Sce fgn <44ymeu,4 zcO9 _re -cc p-efuirevneriy4 • \ / 1'I u I'-4" l'0" R_35 erg ickt) WILY ROOM DBL 2x4 TOP PLATE 2-2x12 HDR, TrP 2x4 BOLE PLATE ll I'? I 12 T 4 PNSI RBC TRUSS BE DTI. 77/77 DBL 2x4 TOP PLATE 2-2x12 BEAM COPYRIGHT 2009 - DAVID E. U G INS, ARCHITECT, Pl.l.0 - DO NOT REPRODUCC a U, Lej a REVISIONS: DATE NOVEMBER 15, 2009 4 IPP 4111 laIlLei akIWAitt /44" Atenliallik 71111aliroa wy mums. 1)**4_1. •,/•• _laprasir L G o©CP EF IR DAUMa SOAJ.E: 1/4" 4 'RAMC NOM yyAI.���ArirG. BM OR MP LIIIMR. JoirweacisaireWlirgir BITTER 4. BRAG. '141115: OR VALLEM COIN TO LOAD BMW _____----C. I. ALL TRAM SHALL BE DR$Id E BY A LOCAL INGRIBIi, PREFERABLY A MB M ANSACfURER. 42 1 8/2 PION 72P,4A�A. PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 7C44- C 4a fit »'M Q 0ton MCC m U0 N O rtC G_ REVISI01LS: W SYR"•.• ter DATE: NOVEMBER 1512039 P sig Bols•Jolst Blodrtp Centred r ra. J' —Minimum 5.,/7' tearing width eve end webs*,kteWetlm. 3E CHECK :TOR DO NOT support list by top flange and/or web. VERIFY DEFLECTION LIMITS AND FLOOR COVERINGS FOR 11 7/8" I -JOIST SPAN OF 20' + - PLEASE CHECK c T IFJ 10 LL FLOOR LOADING 40 PSF LIVE 10 PSF DEAD 50 PSF TOTAL 100% DURATION IFJ11I (R1121 NOTE: VERIFY SIZE AND LOCATION DN04 DO NOT cut holes near tearing support Minimum distance per Boise let hole chart MAIN FLOOR 1/4" = APPROX. 2310 SQF 11; ,U See Boise literature for vertical load capacity. NOTE: PLAN MODIFIED FROM ORIGINAL, VERIFY JOIST SIZE AND LOCATION PER BUILDER, FOR BID ONLY - PLEASE CHECK Becker Block for Horizontal Siding and Stucco. Nail Boise nm joist with 2W (8d) nails at 5' o c 'H U Products PIotID Net Qty Product Length Plies Cal 6 1-1/8" x 11-7/8" BC RIM BOARDT'" OSB BM1 2 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF FJ1 15 11-7/8" BCI® 6000-1.8 DF FJ2 3 11-7/8" BCI®6000-1.8 DF FJ3 5 11-7/8" BCI® 6000-1.8 DF FJ4 2 11-7/8" BCI®6000-1.8 DF FJ5 1 11-7/8" BCI® 6000-1.8 DF FJ6 22 11-7/8" BCI® 60-2.0 DF FJ7 1 11-7/8" BCI® 60-2.0 DF FJ8 1 11-7/8" BCI® 6000-1.8 DF FJ9 1 11-7/8" BCI® 60-2.0 DF FJ10 6 11-7/8" BCI® 6000-1.8 DF FJ11 6 11-7/8" BCI® 6000-1.8 DF FJ12 3 11-7/8" BCI®6000-1.8 DF FJ13 5 11-7/8" BCI®6000-1.8 DF FJ14 3 11-718" BCI®6000-1.8 DF FJ 15 1 11-7/8" BCI® 6000-1.8 DF FJ 16 1 11-7/8" BCI® 6000-1.8 DF Bk1 1 11-7/8" BCI® 6000-1.8 DF 24' 0" 4' 0" 46' 0" 38' 0" 32' 0" 30' 0" 28' 0" 22' 0" 20' 0" 18' 0" 18' 0" 16' 0" 14' 0" 12' 0" 1 10' 0" 1 8' 0" 1 6' 0" 1 4' 0" 1 28' 6 3/4" 1 NOTE: A. APPROVED USE OF 11 7/8" BCI/6000 & BCI/60 @ 16" O.C. B. BCI JOIST NOT SPECIFIED TO SUPPORT ADDITIONAL LOADING UNLESS NOTED (LOAD FROM ABOVE) C. SEE ALL NOTE AND DETAILS ON THE STRUCTURAL DRAWINGS, PLAN DETAILS, AND BC INSTALL GUIDE Connector Summary PIotID Qty Manuf Product Hut 4 NA ITS1.81/11.88 Hu2 6 NA ITS2.37/11.88 Revisions: BY: Boise Cascade F- zo two wwEL w HDcC w': Ow>W ZwmF 2Oz J '- 7C— Q (/) D ^—CD C♦ al ` (/) Y 03 c. E 0 45 .0 () O U.,c �Q O i O O) it CO .T w D E C CCi) f9 .O Od2 VJm fn ` f�0 T fn O O f0 N (0 a—YN Q noN c N U �O . U TUaN ,r � C L �" a.0 (n W cD o c Izw'5.7)2 E�� ▪ a�U)m E •c W o_ Q us c C) .U) t 2 a o(13z U Q u-1 H J > a - aa wCD Wz Qco J m J J O U H U) O (O J U Q o wo O ai= z ZOD ▪ Z� • 0 m W co O m BC FRAMER Scale: 1/4" = 1'-0" Date: 8/2/13 By: DH File: 13-162REDO-CS DWG: Sheet: 1/1 14E+0 ATERSUM-LA n _% 056 'DRIP SteCli . (KZP&E. YgzTi4& Cowrii•JitoS 409A. COMP SMIMGLES Mn' R104X Vegr//141 hs" 2ELLE" TEktisfrlii ovRRINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECT O R AT TIME OF FRAME INSPECT!' I iCAL 4° fit. ij6}/j den— SoPHicr dao s e q`" lks t ruziu 12-38 4 249 "o 513 ISA,ilaAP 1060 97-1/1i. j74/L BID arae. taiLRP SC�Lr PI 984161950e1 24Pig" hx 01 /8�x/5';yRt7 27-1 476V Id/ &V P Rg Lir-rise Vat „ oPpo.•ar 15'1" 1_ aXto plEeDweon i$ LL Ar '-L-5'/t SstL SE141. I 11/4 dee—Bar 400 gaffe, rto5 i J Of i T. • ffi, III 2sW:u3aLL I I 7�8 I .0 FINISHED BASFME ONLY MAIN. BEARIN .PARTlTJONS:ALLOW I Vix 813-301.7' -0 v o t1�� /vpL-"S l // v� \ & , 2 , C-' (SgeriDA, r p7 c r' creggivEP 3/1%124 SePt.E. • It Foie grapPaeriaLAS Remo (is lezi94) Noivo —1 glen 24-11 I. 37tie i‘ II Weltaiost, /of. Tat; g it,z_ 31+ OS ritiat efignit4 I/ gistitanr- Ftst Swim rl ADM - 1 sule ro ar it so coraPAC-rig MA aftAK figarnit eta" gillagahateet 6. iintRatil AWN 76 ay IS iN az it \\2xtpr-t4Di hi 4 ONI 561C See Seth &vitt A „....) (tigeriew -4 42)if Alf0eilfaa_SP*/3onzyt, W cliky_iinas Z2Aototag.miateatarrivits :#3x./4/1/ Or At ( 41 ad.) ) X 8 hreal-rs/42;civoli ski/ catovn-a Si - to sa ONLY MAIN BEARING PARTITIONS ALDWED )1) 9,,,,c4v/s#12) SAPina#07 UNFINISHED BAEMENT /e) ?it 18: z ; 76 - /Ciamoin2om zigAi .471 r- /2 it OPEN-HOLESOILS REPORT IS REQUIRED AT FOOTING INSPECTION /5-00 PSF 4'-3 I!2' 10'•0' 14'-I 3/4' r 5'-0' 5'-0' 1'-2 3/4' a. L 1 ; 2x6 DMIRIOR W4LL8 - T1'PIC+11. II _. . J T-2' 7n On / / / / / / ♦ / / ♦ / / / / / / ♦ 3'-11' r IR' rm L _44- 6' -II' 6 in 161-6 1/4' 14'•6 IR' '-% I/4" f ! I� II II 1-- w wwww�' 1-3, 5,, 3" I CI- I I � I>; . — 4 t.z `FINISHED BASEMEN"( ONLY MAIN BEARING ARTITIONS ALLOWED 15 R S 111 UNEXCAVATED 20'-214" \ \ • UNExGAvAtED A / r l 1 -1- a ♦ _t tremext a 8'-6' L — — r N{. "•' 11 coc L II 1 t • S an S 9 dl N S 0 5'•5" V -I i2' 2x6 EXTlRIOR 1 pP '4 III® !II II -I nl I I .1. ii. m UNEXCAVATED IV -0" 3'-41R" _ II 3' -4' 2'-8" • 21'-11R' r a -pm / • • \ \ • \ \ • / ♦ ♦ / / / • • • • • \ • \ \ \ • • / ♦ / ♦ 2'-81/4' • 6'-1' II' -II I!1' EGRE55 .�� 10'01JW4116 T-* '-0' E A R€SS 8'-0' 9 HI -8 la" 6'- I' E.,/,p$ wro,' (oN,cN,srnzDf JG3 reMfl] lT' CP' ID it VI[L \ / BCALE: 1/4' - •0 \ ♦ UNFINISHED BASEMENT ONLY MAIN BEARING PARTITIONS ALLOWED DO NOT REPRODUCE Cr) H- 0 LLJ W r CM v 0 cc Leander. Texas - 78641 (512) 260-2750 cC cC csi 1 1 1 F— F— miciC J J REVISIONS: DATE: NOVEMBER 25, 2oo9 tics +w ArR4Nif-cA At is3 v2 ,t IN /naso 12„ ENG►n1EE. y -mussoV gs t(p y2 CaMP SEuM6LFZ5 zs,rg ,G'ID'F VeNr/r/4 sof Ls rteu ss� S RE -ENGINEERED RF TRUS §ES HAVE ENGINEERING FOO INSPECTOt– — AT TELE I NSPECTIOW' deek— `e oporCT *ors A MfTAt. 1nN OOP 5ctr vaN nt, hi 2;rkeo :—e5% SILL SEAL. Q`C �`l 3/04,12 ' „Dela Tc c C #4I gi Aa /8 x/Cvgrr 710 66 -I Thrio "124.0 AIM 27-% I rl j 4) (30 ,s tog - It 1; Alemateoplimitic 3h/c �RgfcA/E,D IN kt- Stir / st 11 413 411-04,874 MONO citilf3 rr N • NA MONO 11-ne _47 r 4 25 -314. osiVrerto urige /Vs hi FLOOR Toisr.5 IP 4(2)111 /soot roP*4077bH 4#11/kier5 29 "Ex (c.?_-“,:yitycg,f/fizeyaned) a) &Oft OPAFM/A14 FOR errilfie 5(4/3x /vy 5a/vpirinam leFoliv da'ank: OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 7.5-00 PSF