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36030 Shady Bluff Lp Lot 17
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36030 Shady Bluff Lp Lot 17
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Last modified
2/26/2025 11:59:21 AM
Creation date
2/19/2025 9:08:03 AM
Metadata
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Building Plans
Street #
36030
Location
Shady Bluff Lp Lot 17
Contractor
Windward Homes
Building Plans - Permit #
7549
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SHIM IF REO'0 <br />ONE BY WOOD I INSTAU.ATM ANCHOR. <br />BUCK BY i?THER <br />r CAULK BETWEEN <br />WOOD CAULK BETWEEt4 WINO'OW _\ ) BY OTHER SUCK <br />fLANGE do WOUQB BUCK r <br />PERIMETER CAULK <br />BY 0,THER7y — <br />HF�0.[, R WAIMI r <br />EXTERIOR <br />FILANGE <br />SILL WINDOW* <br />PERIMETER <br />BY OTHER <br />PRE CAST SILL <br />BY 4 7m, 5 <br />1 1/4' MIN. <br />Q ENBEDMENT <br />SHIM iF REVD. <br />BUCK <br />HEIGHT <br />Q <br />CAULK _BETWEEN WINDOW FLANGE <br />& ARE CAST SILL W11W WLKEM. <br />1%, ADHESIVE CAULK OR <br />SECTION 1 APPROVED EOIUAL H <br />i) SHUN ,ft REVI). FOR LEN NG. <br />2) WINDOW FRAW f;R; 'IAI %ALLOY 6063 . <br />'.� GAULK FfEkNb YANDOW FLANGE AT HEAD AND :JAMBS. ELEVATION <br />4FOR PER METER SEAL AROUND EXTERIOR OF WINDOW F1,ANGE MEWE <br />D -ROM EXTERIOR <br />3) BMW PRESSURES SHOW ARE BASED ON MULLION CAPACIV ONLY PRESSURES FOR GLASS THU(NESS <br />{UST BE PER ASIM-1300 GLASS CHART AND THE Sl1AU.ER VALUE MUST BE USED FOR DESIGN. <br />6) WHERE WATER MISTANCE TEST REQUIREMENT OF 15% OF DEIGN LOAD APPLIES DESIGN LOAD Wp1. BE <br />LIMITED: TO 40M PSF. DUE TO WATER TEST PRESSURE OF 60.0 P7 ACHIEVM ON TEST <br />6) 1ljSTALLAiI(jN; FLANGE FRAME VIINDOW IN CflMMM OR MASONRY -OPENING LASING` 3/16" TAPCDN ANCHOR OF <br />SUFFidETiT LENGTH TO PROVIDE MINIMUM 1 IM EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART <br />8) IF EXACT WINDOW .SIZE IS 140T USTED N4 AND40R WART, USE ANCHOR QUANTITY LISTED VAN NEXT LARGER S;ZE. <br />BUCK <br />FLANGE TYPE <br />WINDOW FRAME — <br />JAMS <br />PERIMETER CAULK+' i <br />BY OTHERS <br />--- — WINDOW WIDTH <br />EXTERIOR <br />SECTION 2 VA BETwEEN <br />.F <br />WOOD BUCK <br />WINDOW <br />HGT. <br />ONE BY WOOD <br />BUCK BY OTHER <br />1 1 4' MIN. <br />EMBEDMENT <br />SHIN IF RED D. S. <br />A 411 <br />rAI <br />INSTALLATION <br />ANCHOR <br />CAULK BETWEEN <br />MASONRY .OPENING <br />BY OTHERS <br />COMPARATIVE <br />ANALYSIS '& <br />TAPCON ANCHOR LOCATION CHART <br />ASTM E1300 <br />CALL <br />WINDOW <br />DESGN PRESSURE <br />TAPCON ANM LOCATION <br />10% ly <br />SIZE <br />SIZE (INCHES) <br />CAPAGTY IN PSF <br />LOCATIONS <br />FIM <br />B�UIL <br />GLASS SIZE <br />i <br />T <br />now <br />12 <br />19 1/13 x:DAD <br />26 <br />-204 <br />A.0 <br />F H.J" <br />K IA. 103A <br />-80' <br />13 <br />19 1/8 x 38 3A <br />-193 <br />AX <br />FcAI <br />41AX 0wo <br />-80 ( ) <br />14 <br />19 1/8 x 50 5/8 <br />-164 <br />kc <br />FGJ4J <br />16117 4 v <br />-60, � <br />14+4 <br />19 1/8 x-.54 5/6 <br />--150 <br />A,C <br />F,6,H,1. <br />11 Ui41 a vw <br />-70 NMI <br />14+5 <br />19 1/$ x 55 s/6 <br />-147 <br />A,C <br />F.0,H,1 <br />0JA LaIM <br />-70. (558) <br />is <br />to I/it X-63 <br />132 <br />A.0 <br />D4F.G,H.I <br />KiA.20.1A <br />-55 (SS8) <br />16 <br />19 1/8.w72 <br />-119 <br />A.0 <br />D1,F.0. J <br />16tA.F333/4 <br />-55- (OW) <br />17 <br />19- 118 x 84 <br />-104 <br />A,C <br />D:LF.Wtl <br />if IA it 39 JA 1 <br />-50 (DS6) <br />1 H2 <br />26 1 /2 x 26 <br />-136. <br />No <br />F C.H.1 <br />p 14 x 10 314 <br />-80 (SSB) <br />IlO <br />26 1/2 .x 38 3/I7. <br />-109 <br />AC. <br />F.GHJ <br />v)/l;101SfIi <br />--so (SS'B) <br />1144 <br />26 t/2 x 50 5/9 <br />-101 <br />A;C <br />-70 ((5$1) <br />4 <br />26//2 s< 5/9 <br />-100 <br />AC <br />FFC.HJ <br />23 r/t IN tS l/ <br />AN <br />. (ss61414 <br />2H44.5 <br />26 1/2 x 5.3 5/8 <br />-100: <br />AC <br />F,C,HJ <br />231/1.x 25i/N <br />-70 (S56) <br />1145 <br />26 1/2 x 63 <br />-91 <br />A.0 <br />F.GN 1 <br />9 IAx 21 0 <br />-SS <br />Im <br />25 1/2 x 72 <br />-79 <br />A C <br />F,C.HJ <br />211/2 i 33,3/4 <br />-65 (658) <br />t017 <br />26 1/2 x $4 <br />-66- <br />AX <br />F.G.ti4/; <br />251/2 iW 313A <br />-50 (m) <br />3012 <br />30 1/2 x 26 <br />-113 <br />AC <br />rXINJ <br />VIAN 14JA <br />-60 (SSB) <br />3I7x3 <br />30 IA x 38 3/8 <br />-88 <br />A C <br />F.G.HJ <br />V IA x 10" <br />-55 (SSD) <br />30x4 <br />50 1/2 x 50 5/8 <br />-78 <br />A.C' <br />:F6.H,1. <br />171A-ni/i1 <br />-50 Ssss2 <br />3OK4+4 <br />i 30 1/2 x 54 5/8 <br />-77 <br />A.0 <br />F RJ. <br />171/2 si 2S,IJ1i <br />--49 im <br />30.4+5 <br />I 30 1/2 % 55 6/8 <br />-76- <br />AC <br />1 C)U <br />V 1Q 4 Z *% <br />-49 (SW) <br />301/2x63 <br />-78 <br />A.0 <br />FG.14J <br />»lAi.z"A <br />-5D (058) <br />3" <br />J0 1/2 x 72- <br />-71 <br />A.0 <br />com.1 <br />V V3 x 33 3/4. <br />-56 (Dd8) <br />7 <br />36 1 x 64 <br />-59 <br />A.0 <br />FAX <br />27 i/t,x 35 3A <br />-49 658) <br />.22 <br />37 X 26 <br />-89 <br />A,C <br />F.(.OJ <br />341103/4. <br />-80 (S'SS) <br />23 <br />37 X 38 -314 <br />-67 <br />A C <br />FG.l1J <br />34 No t5/I0 <br />(Sm) <br />24 <br />37 X.:so 5/8 <br />-57 <br />A;C <br />FC.HJ <br />311.z3.i/i <br />-50 SSB) <br />24+4 <br />37 X 34 5/8 <br />-55 <br />A.0 <br />FAHJ. <br />34a 25 1?-w <br />-49 (S59) <br />2.4+5 <br />37 X 55 5/3 <br />-55 <br />A.0 <br />Fs.HJ <br />M425" <br />-49 (S5W <br />45 <br />( 37 X 63 <br />-53 <br />AX <br />Y,C,HJ <br />34 x 241/4 <br />-50' <br />26 <br />37 X 72 <br />-52 <br />A.0 <br />f G,HJ <br />N 133 3/4 <br />-so (sb) <br />27 <br />37 X 84 <br />-52 <br />A.0 <br />FG,HJ <br />x x N J/4 <br />-49 (Q513) <br />4226 <br />42 X 26 <br />-40 <br />A.0 <br />F.C,HJ <br />31 x 10 3/4, <br />-80 (SSB) <br />4236 <br />42 X 38 3/8 <br />-40 <br />A.c <br />FG.HJ <br />31112i)5/K <br />-55 ") <br />4250 <br />E 42 X 50 5/8 <br />-40. <br />A.0 <br />F."i <br />30 % 23.1/ <br />-50 (S56) <br />424+4 <br />42 X 54 5/9 <br />-40 <br />AC <br />FG.MJ <br />31 i 231/M: <br />-49, (�) <br />424+3 - <br />42 X 55 5/8 <br />-10 <br />AC <br />F.C.H. <br />31325V, <br />-49 (S58) <br />4263 <br />42 X -63 <br />--40 <br />A.0 <br />F.C,HJ <br />all21 <br />-50 (UGS) <br />4272 <br />42 X 72 <br />-40 <br />A.0 <br />FG.14-1 <br />>91333/4 <br />-50 0%) <br />4284 <br />42 X - 84 <br />1 -40 <br />1 A.0 <br />FC,H:I <br />31 X A 3/4 <br />-49 Dge) <br />4826 <br />48 X 26 <br />-49 <br />A.0 <br />F.G f1J <br />* 9 t5'314 <br />-65 (558) <br />44U <br />48 X 38 3/6 <br />-40 <br />A.0 <br />rc.HJ - <br />48 x s 11/II <br />-50 (OW$9) <br />48ti0 <br />48 X 50 5/8 <br />-40 <br />A,C <br />F.G.HJ <br />81231/* <br />-so- (3j16' <br />48ii 4 <br />48 X 54 3/8 <br />-40 <br />A.0 <br />F.GMJ <br />45125 t/E <br />-50 . (3.1t -) <br />484+5 <br />48 X. 55 5/9 <br />-49 <br />AC <br />Fc I4d. <br />451 is VA, <br />-50 (3/16`) <br />41363 <br />46 X 63 <br />_40 <br />A C <br />F,G►y' <br />43 r2l,1/4 <br />-Ho-. (3/)671 <br />4672 <br />X .72 <br />A.0 <br />F6 HJ <br />$ x 9: 4 <br />-45 3/16') <br />32 <br />53 '.7/6 x 25- <br />-_40 <br />A.0 <br />F."j <br />m;tA x 103p4 <br />-65 (SSB) <br />33 <br />53 1/8' x 38 3/8 <br />-40 <br />A,C <br />FO HJ <br />501fi an 1. <br />50 (Dso) <br />34 <br />33 1/8 x 50 s/9. <br />-40 <br />A.0 <br />F4HH,t <br />51 i/t;-23 its <br />;/Icr <br />34r4 <br />01/8 x 54 3/6 <br />-40 <br />A.C. <br />``G.IIJ' <br />d61/!x;25 4/It <br />-50: 3/'I1e 3 <br />SyfS <br />53ive X'56'5/8 <br />—4g <br />AC <br />FCith <br />!#tJ1xSVIll <br />-50. (3/te � <br />F J <br />(3'h <br />Vl/� g X 72.�C,. <br />xy�l� u <br />�4S 3 . 6 <br />toot V. txolk tKa.kWNo T!I 15NOA. 1a e11m .olk, tX An <br />ASSiOMBLY DRAVMG <br />SLi'KS 1450/1550/3570 Ft & HE SN MZ _HUt+G V11 WW j <br />ORK GHKo sr,":. <br />AR IP N/A <br />ALLOr I WA-1 "A-7- r-1 I OWE NUMBER <br />SHEET NO. <br />W5 <br />
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