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36018 Shady Bluff Lp Lot 19
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36018 Shady Bluff Lp Lot 19
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Last modified
3/4/2025 3:58:18 PM
Creation date
2/19/2025 9:07:43 AM
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Building Plans
Street #
36018
Location
Shady Bluff Lp Lot 19
Contractor
Windward Homes
Building Plans - Permit #
7478
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SHEATHING <br />BY OTHER <br />IN CHION <br />ANCHOR <br />PERIMETER <br />CAULK BY OTHER . <br />FIN TIPS <br />FRAMEW HEADER (; <br />EXTERIOR <br />PERIMETER CAULK-/ <br />BY OTHER <br />INSTALATION <br />ANCHOR <br />FIN TYPE <br />YAN©OW F <br />JAMS <br />CAULK $ETWNEEN FIN <br />& SHEAT'ING <br />1" MIN, <br />I--cu=rAkj k1r <br />FIN TYPE <br />µ <br />FRAME SILL <br />1" MIN. <br />EMBEDMENT <br />SECTION 1 <br />WINDOW 'MDHT <br />EXTERIOR <br />WINDOW <br />HEIGHT <br />24" O.C. <br />MAX.(TYP), <br />WINDOW <br />HGT, <br />SHIM IF REO'D <br />CAULK BETWEEN <br />WINDOW FIN & <br />SHEATING, <br />2XNOW <br />BY OTHERS <br />CAULK BETWEN' <br />FIN A <br />SEAM <br />SHEATHING . <br />BY OTHERS <br />' { i '\-INSTALATION <br />ANCHOR <br />PERIMETER CAULK <br />BY OTHER <br />WINDOW, <br />WDH. <br />O <br />SPACE <br />(T .) <br />V MA; <br />1 .00 --I �, 6-MAX.(TYP). <br />ELEVATION <br />VIEWED FROM EXTERIOR <br />COMPARATl1/E ANALYSIS &' TAPCON ANC OR ..,CHART Ali O�3 0 <br />w.ficiow DESIGN P�iESm NQ: tIF 8 -S1m I ER AF f1�1;�7tkwt <br />VMMT/HEIroHT � RE6. "—, � GC s sm pp <br />SiZ; . iNf IE Gi1PACP IN PSF R Q$ �I fRAfaE <br />o we ,ssT <br />113' x 28 <br />xx <br />- <br />- <br />_ <br />- <br />_ <br />- <br />Itz it 1/4 <br />-80 <br />(5§ <br />7S it 36: <br />109 <br />109 <br />2 <br />2 <br />2 <br />2 <br />2 <br />3 <br />14x16 1/4 <br />-W <br />4 <br />18 z 48 <br />83 <br />83 <br />2 <br />2 <br />3 <br />2 <br />2. <br />3 <br />16 31, 22 4f 4 <br />-0 <br />3$1 <br />1S z 52 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />1544 1/4 <br />-70 <br />IS x 60 <br />63 <br />61 <br />2 <br />2 <br />3 <br />2 <br />2 <br />3 <br />1610 IIA <br />-w- <br />(p; <br />IS x 72'. <br />5(} <br />50: <br />2 <br />71 <br />3 <br />.2 <br />2 <br />3 <br />16 x 34 1/4.. <br />-49 <br />(SS <br />24 .x 26 <br />— <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />?) x 12 .i/+ <br />-80:. <br />(SS <br />24 x 36 <br />Be <br />86 <br />2 <br />2 <br />2 <br />2' <br />2 <br />3 <br />.22 x 16 1/4 <br />-80 <br />(SS <br />'24-)r 48 <br />73 <br />73 <br />2 <br />r <br />3 <br />2 <br />2 <br />4 <br />22 x 22114 <br />-70 <br />(SS <br />24 x 52 <br />_- <br />-_ <br />22 x Z41/4 <br />-60. <br />(S$ <br />24 x 60 <br />59 <br />59 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />22 x 261/4 <br />-50 <br />(SS <br />24 x 72 <br />48 <br />48, <br />2 <br />2 <br />3 <br />:4 <br />2 <br />4 <br />2Z t 3F 114 <br />-60 <br />(SS <br />32 x 28 <br />-- <br />-- <br />- <br />- <br />- <br />_ <br />- <br />_ <br />J9 i 12. 1/4 <br />-60 <br />(SS <br />32„ 36, <br />57 <br />57 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />.301C161/+ <br />-60 <br />(sS <br />32 x 481 <br />52' <br />52, <br />2 <br />2 <br />3 <br />2 <br />2 <br />3 <br />30 x 2! 1/4 <br />-50 <br />S'S <br />32 • x 52 <br />-- <br />- <br />�- <br />- <br />- <br />- <br />- <br />- <br />30 x 24 1/4 <br />-65DS <br />32 )g 60 <br />46 <br />46 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />30 It 291/4 <br />-8S <br />(DS <br />32 x 7Z <br />40 <br />40 <br />2 <br />2 <br />3 <br />2 <br />2 <br />4 <br />N x 34 1/4 <br />-54 <br />(DI: <br />36 x 28 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />34 It 12 1/4 <br />-60 <br />.(SS <br />36 x W.. <br />52 <br />52 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />$ t 14 IA <br />-60 <br />(SS <br />36 x 48, <br />49 <br />49 <br />2 <br />2 <br />3 <br />2 <br />2 <br />3 <br />34 It 21 I/4 <br />-59 <br />.(SS <br />-36it52 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />34 x24 1/4 <br />-65 <br />(W <br />36 x 66 <br />43 <br />43: <br />2 <br />2: <br />3 <br />2 <br />2 <br />4 <br />3412& 1# <br />-65 <br />(DS <br />36 x 72 <br />40 <br />40 <br />2 <br />2 <br />3 <br />1 2 <br />2 <br />4 <br />34:34.1/4 <br />-SO <br />(w <br />44 x 28. <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />42 x 12 1/4 <br />-60 <br />{SS <br />44 x 36, <br />41 <br />41 <br />3 <br />3 <br />2 <br />2 <br />2 <br />2 <br />42 It 16 1/4. <br />-60 <br />(SE <br />44 x J48' <br />40 <br />40 <br />3 <br />2 <br />3 <br />3 <br />3 <br />3 <br />421221J4 <br />-50 <br />S$ <br />44 x 52 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />42 x 24 1/4 <br />-65 <br />D! <br />44, x. 60' <br />40. <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />4 <br />42 It 26 1/4 <br />-05 <br />(D? <br />44 x. 72- <br />40 <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />5 <br />42 It 341/4 <br />1 -50 <br />(D: <br />46 x 28.. <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />16 x 121/4 <br />-80 <br />(D` <br />48 x 36. <br />40 <br />40 <br />3 <br />3 <br />2 <br />3 <br />3 <br />2 <br />46 x 16 1/1, <br />-50 <br />(D: <br />48 x- 48 <br />40 <br />40 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />46 r 221/4 <br />-70 <br />(3/1 <br />48 :s 52 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />46 x 21 1/4 <br />70 <br />(3/1 <br />48 x 60 <br />40 <br />40 <br />3 <br />3, <br />3 <br />3 <br />3 <br />4 <br />46 It 261/4 <br />-60 <br />(3/1 <br />48 x 7.2 <br />40 <br />40 <br />3 <br />3 <br />3 <br />3: <br />3 <br />5 <br />46 x 341/4 <br />-60 <br />3 1 <br />53 x 72' <br />_ <br />40 <br />40 <br />3 <br />3 <br />4 <br />4 <br />4 <br />7 <br />O t 34 114 <br />1 —50(3 <br />GENERAL NOTES <br />1) <br />SHIM IF REO'0' FOR LEVELING. <br />2 <br />WINDOW FRAME MATERIAL ALLOY 6063 <br />3 <br />CAULK BEHIND 1MNOOW FIN AT HEAD .SILL .& JAMBS: <br />4) <br />CAULK FOR PERIMETER SEAL AROUND EXTERIOR -:OF <br />WINDOW FLANGE. <br />5) <br />GLASS THICKNESS -MAY YARY_PER THE REOUIREMENTS 0E ASTM E13M dLASS CHART. <br />SINGLE GLA21NO IS S1;0WNM, INSULATING GLASS I.S ALSO QUALM <br />6) <br />04M WATER RESISTANCE, TESTAEGIAPEWMIF OF 15% OF <br />DESIGN LOAD APPLICS. POSITIVE <br />DCX,k{,LOADS WILL BE UMITM 70 40.0 PSF DUE TO WATER TEST PRESSURE OF &0 PSF <br />AQlE4ED 114 T4sT. <br />7) <br />V4S[ALL7�TION Ftt4 FRAME 100ft IN WOOD FRAME OPENING V"T TWO BY Vd= STUDS <br />USING .090 INW. OIA NAILS OR #B SCREW OF SUFFICIENT LE448TH .TO F`R0V10E M IKA' EMBEDMENT <br />"T0 SUBSTRATE <br />8) <br />IF EXACT DOW SIZE IS NOT L45TEb IN ANC+IOR CHART . USE ANCHOR QUANTITY LISTED <br />WWA. <br />WITH NEXT LUtdER;SVX- <br />'YLA JOB, fq4-222 <br />YOOSEF LAVY, P.E <br />}5rry <br />CpNSULTING ENGINEER <br />yXjT ■�ii1f'lkC LY- <br />9560 FOREST LANE, SUTE / 108 <br />tODI M CroabT ild'- 6airo TX 75006 • P,R Bat 819022 • DaNds TX Mel, <br />DAU AS. TEXAS 7W43 <br />T: (n4)340-0049 F:(214)340-0067 <br />ASSEMBLY DRAWING <br />SERIES 1100/1900/1970 FE & HE SINGLE HUNG W 40OW <br />ORN. <br />CH .SCALE. <br />AR <br />IP N/A <br />ALLOY <br />TEMPER DATE DIE NUIVIDER <br />5/25/04 BI <br />14STALAADN <br />1100 <br />SHEET NO. <br />
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