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36105 Shady Bluff Lp
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36105 Shady Bluff Lp
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Last modified
3/3/2025 5:19:58 PM
Creation date
2/19/2025 12:35:55 PM
Metadata
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Building Plans
Street #
36105
Location
Shady Bluff Lp
Contractor
Windward Homes
Building Plans - Permit #
7447
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FIN TYPE <br />WINDOW FRAME <br />-JAMB <br />SHEATHING CAULK BETWEEN FIN. <br />BY OTHER & SHEATING <br />1' MIN <br />INSTALA'TION EMBEDMENT <br />ANCHOR <br />1 <br />PERIMETER WINDOW WIDHT <br />CAULK BY OTHER <br />-- EXTERIOR <br />FIN T1PE SECTION 2 <br />WINDOW J <br />FRAME HEADER <br />f <br />I <br />J <br />u <br />WINDOW <br />HEIGHT <br />EXTERIOR. <br />FIN TYPEVOINDO <br />j <br />�. FRAMESIU: <br />24" D.C. <br />MAX.(TYP). <br />WINDOW <br />PERIMETER GAULK'--' HGT. <br />BY OTHERs SHIM F REO'D <br />INSTALATiON <br />ANCHOR j <br />CAULK BETWEEN <br />WINDOW FIN do <br />SH€ATING' <br />SHEATHING <br />BY OTHER 1" MIN. <br />EMBEDMENT <br />SECTION 1 <br />WIIVD.OW <br />WDH. <br />2 _ x WOOti <br />BY OTt1ERS <br />CAULK BETWEEN_ <br />WINDOW FIN do <br />s SHEATHING <br />1"9A1N. <br />EMBEDMENT <br />SHEATHING <br />BY OTHERS <br />i14STALATION <br />\— ANCHOR <br />CAULK <br />t <br />2 <br />EQUALLY SPACE <br />ANCHOR'S (TYP.) <br />ELEVATION <br />VIEWED FROM EXTERIOR <br />6' MAX.(TYP) <br />COMPARATIVE <br />ANA-LYSI:S & TARQ-_0+1. ANCKI3 <br />Ctf" RT <br />ASN <br />E1300 <br />WINbQW <br />DESIGN I PRESS <br />t 0. Of $_ SM <br />'Nl1I1II <br />t ON i OAIL <br />;IZE: INCL L' <br />t0ht fY' IN PSF <br />It�4 IN Omit <br />R�Qb <br />�t <br />oP .IA►�A <br />_wI <br />DTA <br />18' x 28 <br />xX <br />-- <br />- <br />- <br />- <br />- <br />_ <br />- <br />16 x 12 1/4' <br />-80: <br />(S`58) <br />it. j6: <br />108 <br />109 <br />2 <br />2 <br />2 <br />2 <br />21 <br />3 <br />VJ S 1/4 <br />BO <br />(SSB). <br />10 x 48 <br />83 <br />83 <br />2 <br />2 <br />3 <br />2 <br />2 <br />3 <br />16 x 2L 1/r <br />-86 <br />'(SSB) <br />1$ x 52 <br />- - <br />- <br />- <br />- <br />- <br />- <br />-- <br />16 x 241f4 <br />--7D <br />(S5B) <br />is- x: $0 <br />63 <br />63 <br />2. <br />2 <br />3 <br />2 <br />2 <br />3; <br />16, tI 2S 1/4 <br />-60 <br />(tsi) <br />18` x 72 <br />5D <br />50 <br />2 <br />2 <br />3 <br />2 <br />2 <br />3- <br />:16 % 3� 114 <br />-49 <br />:(SSS) <br />24 x 2$ <br />_ _ . <br />_ _ <br />- _ <br />_ <br />_ <br />- <br />222 It i14 <br />-=80 <br />(SSB) <br />24 x 36 <br />86 <br />Be <br />is <br />2 <br />2 <br />2 <br />2 <br />3 <br />22 x is 1/4 <br />-80 <br />(=) <br />2+ x 40 <br />73 <br />73 <br />2 <br />2 <br />3 <br />2 <br />4 <br />22 x 1/4 <br />-70. <br />SS8 <br />x 52 <br />__ <br />__ <br />- <br />- <br />- <br />_ <br />_ <br />_ <br />22 k 31/1 <br />-60 <br />(SSB <br />24. x 60 <br />59 <br />59 <br />2 <br />2 <br />3 <br />? <br />2 <br />4 <br />2203,114 <br />-50 <br />(SS8) <br />,24 x 72 <br />48 <br />48 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />22 x 36 i/4 <br />-60 <br />(SSE) <br />32 x 28 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />d01 ii 1/4 <br />-60 <br />(SSB) <br />32 x 36 <br />57 <br />57 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Jo Ir w t/4 <br />60. <br />'(SS8)' <br />32 x 48 <br />52 <br />52 <br />2 <br />2 <br />3 <br />2 <br />2 <br />3; <br />3I12E'1/4 <br />-30. <br />(&SH <br />32 x 52 <br />--- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />36x U 1/4 <br />-65: <br />(1)SB) <br />32 x 60 <br />46 <br />46 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />38 x;281/4 <br />-65: <br />(tiSB) <br />32 x 72 <br />40 <br />40 <br />2 <br />2 <br />3 <br />2 <br />2: <br />4 <br />36 x341 4 <br />-50. <br />(DST) <br />36 x 28 <br />- <br />— <br />— <br />— <br />— <br />- <br />— <br />— <br />34 x 12 1/4 <br />—80 <br />.(SSB) <br />36 x 36 <br />52 <br />52 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />34 x 161/4 <br />—60 <br />(5156)I <br />36 x 48 <br />49 <br />49 <br />2 <br />2 <br />3 <br />2 <br />2 <br />3 <br />N x 221/4 <br />—50 <br />((SSB) <br />36 x 52 <br />-- <br />-- <br />34,241 /4 <br />—65 <br />(DSB) <br />36 x 60 <br />43 <br />43 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />34 x 251/4 <br />—65 <br />(DS8) <br />36 x 72 <br />40 <br />40 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />34 1 3F 1/4 <br />-50 <br />(OSB) <br />44 x 28 <br />-- <br />__ <br />- <br />_ <br />- <br />- <br />- <br />0 x it 114 <br />-60' <br />(S-A) <br />44 x 36 <br />41 <br />41 <br />3. <br />3 <br />2 <br />2 <br />2 <br />2 <br />14 t It i/4 <br />-60 <br />(SSB) <br />44 x 48 <br />40 <br />40 <br />3 <br />2 <br />3 <br />3 <br />3. <br />3 <br />41122'1/4 <br />-50 <br />(SSP) <br />44 x 52 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />42 x 241/1 <br />-64 <br />DSB) <br />44 x 60 <br />40 <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />4 <br />42128 i/4 <br />-65 <br />(DSB)I <br />44 x 72 <br />40 <br />40 <br />3..... <br />3 <br />3 <br />3 <br />3 <br />5 <br />42 1 X 1/4 <br />-50 <br />(DS3)I <br />48 x 28 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />461121/+ <br />-80 <br />(I)SS) <br />48 x 36 <br />40 <br />40 <br />3 <br />3 <br />2 <br />3 <br />3 <br />2 <br />46 x 5 i/4 <br />-50 <br />(DSB) <br />48 x 46 <br />40 <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />46 x 221/4 <br />-70 <br />(3/16, <br />48 x 52 <br />�_ <br />__ <br />- <br />_ <br />:. <br />- <br />461 2i 1/4 <br />-70 <br />(3t6-= <br />4$ x 60 <br />46 <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />4 <br />46 x 7S 1/4 <br />-60 <br />(3116'. <br />49 x 72 <br />40 <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />5 <br />44 X 91/4 <br />-60 <br />` 3 i, <br />53 x 12 <br />40 <br />40 <br />3 <br />3 <br />4 <br />77 <br />4 <br />4 <br />7 <br />31 t 34 114 <br />-50 (3/16' <br />ffMER& NO Ss <br />1) SHIM IF REWIRED FOR LEVELING. <br />2) "NOW FRAME MATERIAL ALLOY 6063- <br />3 CAULK BEHIND WVVOW FIN AT HEALi ,SILL do JAMS <br />4) CAULK FOR. PERIMEETER SEAL AROUND EXTERIOR OF WNDOW FLANGE. <br />5) %ASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM. E1300: CLAS5 tSimT. <br />Stt4GLE GLAZING IS,SHOW '' INSUtA'1)NC CLASS IS ALSO QV"J�. <br />S) ie41ERE Wj1TER #2ESiSTANCfi ZEST RkwAeMENT OF 15k-OF DESt6N LOAb APPUES� POSEi11lE <br />RESIGN t 0w05 WLL BE LIMITED TO 40;0P5F DUE TO WA1ER TEST PIt ffRE -OF $.O �P5F <br />AC"EVED-94 TEST. <br />7) F%FRAME WNIDOW'IN WOOO.FRAME'OPU4NO- *tT TWO BY WOOD:51UD8 <br />GKX1 OW RAILS OR, #8 SSXtEw .OF St�:1tyENT LFNCTN TO f06ftE MINA- I L01ft <br />wart <br />MJTO S�JBSTrt <br />8) : IF E%AGT W DW Si Z IS NOT LISTED IN ANCHOR CHART . USE ANCHOR, M LISTED: <br />i <br />1 <br />Of aaai. Lp <br />1001 N. Croabli Rd.•CurtoBeo, 1X ]5�6-PQ 8oa 8t9032•Doiae, Tx 76381 <br />ASSEMBLY DRAWING <br />SERIES 1100/*00/1970 SINGLE RUNG WINDOW <br />ORN. CkKO SCALE <br />AR <br />tP N/A <br />ALLOY T km DATE <br />DIE NUMBER <br />I <br />12/11/03 B INSTALATiON <br />1100 <br />SHEET NO. <br />W2 <br />
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