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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
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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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PER SWEDiLE <br />Vefftal' <br />$ACt10fl: <br />T- <br />I <br />19M HEAD <br />1907 n= RAIL <br />-2959 LOCK RAIL <br />eonba <br />SECTION I <br />2 X %VDW <br />By QTdw <br />vo <br />loom <br />ter. <br />w <br />1034 SASH STR.E- <br />CAULK REHM FIN <br />CAULK 8000 FIN <br />�— Exterior <br />Isla.ws <br />1w INTE±b A4 VUWON <br />By SAX Hallizomull <br />SECTION 2secuon <br />� <br />WINDOW <br />WDl. <br />CAUIJC:111MD RN <br />O O O O O <br />PMMMR CAILX <br />IfY O1HER <br />2 <br />12" O.C. <br />MAX.(TYP).. <br />WINDOW EMIALLY SPACE <br />14GT. ANCHORS(TYP.) <br />104 <br />s' MAX(TYP) <br />1-06 1 -� f O' AX.(TYP.)• <br />ELEVATION <br />VIEWED FROM EXTERIOR' <br />er o <br />WN. EMBEDME►4T <br />(SEE CHART) <br />PER <br />x st �rna¢ut) ap+F Rle wwl�s a u+ cuel (§des r�oo Mu llm w► a lea wiW <br />ASTM Ef300 <br />4niti0rr <br />NUNW'0F 05 saevs <br />N AMW & a113M X" <br />130 MPH PART)AL�LyY� <br />aia <br />R IN TRA11E <br />Rf' URID w FR WE <br />R:ICMES <br />1CAPAt11T M, <br />1' MOON DmmifJR <br />1-1 WARM 84MMENT <br />ENCLOSED OINLDMIG <br />wB1H/ <br />AT � <br />T �+ <br />DP LOAD <br />tEWT <br />HEAD <br />SILL <br />Awe <br />,�Aa <br />Su <br />,"e <br />GLASS SIZE <br />REStSTANGE <br />36 x 36- <br />-80- <br />2 <br />2� <br />2- <br />a <br />5 <br />4 <br />16:*'16 1/4. <br />-80 (558) <br />3E-X.44 <br />-80 <br />3 <br />3 <br />2 <br />7 <br />1 <br />5 <br />16'x 19'1/4 <br />-80 (SS8) <br />38 x 44 <br />-w <br />3 <br />3 <br />2 <br />7 <br />7 <br />5 <br />16 x 22.1/4 <br />-80 (m) <br />35 X 52 <br />-80 <br />3 <br />3 <br />2 <br />B <br />a <br />5 <br />18'x 24 1/4 <br />-70 (t* <br />36 %/i0 <br />-80 <br />3 <br />3 <br />2 <br />a <br />a <br />6 <br />16 x 28 1/4 <br />-80 (m) <br />36 X 72 <br />-70 <br />3 <br />3 <br />3 <br />10 <br />to <br />a <br />16 x 34 1/4 <br />-50 <br />48 X3s <br />-,40 <br />3 <br />3 <br />-2 .. <br />a - <br />tF-... <br />4 <br />22 x to 1/4 <br />-80 -(S68) <br />48 X 44 <br />-80 <br />3 <br />3 <br />2 <br />0 <br />9 <br />5 <br />12.919 1/4 <br />-80 (SSB) <br />44 X 48 <br />-00 <br />4 <br />4. <br />2 <br />t0 <br />10 <br />6 <br />22 x 22 1/4 <br />-80 (598) <br />48 X 52 <br />-80 <br />4 <br />4 <br />3 <br />10 <br />t0 <br />7 <br />22 x 24 1/4 <br />-70 (SW) <br />46 X 80 <br />-76- <br />4 <br />-4 <br />3 <br />it <br />11 <br />6 <br />22-x-26 t/4 <br />-aO (SSB) <br />49 x 72 <br />-61. <br />4 <br />4- <br />.7. <br />10 <br />10. <br />a <br />22.x 34.1.4 <br />-30 S58 <br />56 X 3.8 <br />-80 <br />3 <br />3' <br />2 <br />9 <br />9 <br />4 <br />26 x 16 1/4 <br />-60 (SM) <br />46 %-44, <br />-80 <br />4 <br />4- <br />2 <br />11 <br />11 <br />6 <br />26 --x 19 lh4 <br />-70 (00) <br />56-X 48 <br />-80 <br />4 <br />4 <br />3 <br />12 <br />12 <br />7 <br />26 x 22 1A <br />-70 (SS48) <br />56 x 51- <br />-e,0, <br />4 <br />4 <br />3 <br />12 <br />t2 <br />7 <br />26 x 24 1/4 <br />-60 (SM) <br />56:X 60. <br />-66 <br />4 <br />4 <br />3 <br />12 <br />12 <br />a <br />26 it 28 1/4 <br />-50 (S5B) <br />.56 X '1=2 <br />-54 <br />4 <br />4 <br />3 <br />11. <br />11 <br />a <br />26 :x 54 114 <br />-50 Cosa) <br />60 X 36 <br />-w <br />4 <br />4 <br />.2 <br />to <br />t0 <br />5 <br />ze x 16 1/4 <br />-60 (SSB <br />SO- X 44 <br />-80 <br />4 <br />4' <br />2 <br />12 <br />12 <br />a <br />25 x 19 1/4 <br />-60 (SSB) <br />60948 <br />-a0. <br />S <br />5 <br />3' <br />13 <br />13. <br />7 <br />Z8 x 22 1/4 <br />-50 (SSS) <br />6o X 52 <br />-74 <br />5 <br />5- <br />3 <br />13 <br />13. <br />a <br />24 - 24 1/4 <br />60 X So <br />--04 <br />4- <br />-3 <br />12 <br />12 <br />8 <br />28 -x 2S 1/4 <br />-50 (05e) <br />60 X 72 <br />-52 <br />4 <br />4 <br />3 <br />11 <br />_11 <br />11 <br />2a c 34 1/4 <br />1 -5O (ow) <br />66 X 36 <br />-aa <br />4 <br />4 <br />2 <br />12 <br />12 <br />5 <br />31 x 16-1/4 <br />-60 ) <br />a4X'44 <br />-77 <br />5 <br />3 <br />2 <br />13 <br />13 <br />6 <br />31-+181/4 <br />-66 (SM) <br />N X 46 <br />-74 <br />5 <br />5 <br />3 <br />13 <br />13- <br />7 <br />31 x 22 1/4 <br />-50 OW) <br />68 X S2 <br />-721 <br />5 <br />5 <br />3 <br />14 <br />14 <br />7 <br />31.A 24 1J4. <br />-50 (S56) <br />66 X 60 <br />-61' <br />S <br />5 <br />3 <br />13' <br />t3 <br />6 <br />31 x 28 1/4 <br />-5O (QSB} <br />66 X 72- <br />-48 <br />4 <br />4 <br />3 <br />12- <br />12 <br />a <br />31 x 34. 1.4 <br />-50 C0y8) <br />72 X 36 - <br />-77 <br />4 <br />4 <br />2 <br />13 <br />13 <br />5 <br />34 x 16 1/4 <br />-70 - 0758 <br />75 44 <br />-66. <br />5 <br />5 <br />2 <br />13 <br />M <br />6 <br />34 x 19 1/4 <br />-so (05S) <br />72 -X 4a- <br />-65 <br />5 <br />5 <br />2 <br />13 <br />13. <br />6 <br />34 x 22, 1/4 <br />-60 (OSB) <br />72, X �52 <br />-63 <br />5 <br />5 <br />3 - <br />13 <br />13 <br />7 <br />34 s 24 1/4 <br />-60 (0W) <br />72 X 60; <br />=5e <br />5 <br />5� <br />3 <br />14 <br />I4 <br />8 <br />34 x 28 114 <br />-50 (ose) <br />72 X'72 <br />-45 <br />4 <br />4 <br />3 <br />12 <br />12 <br />a <br />34'i 34 1 4 <br />-46 (NO) <br />a6 X 39 <br />-59 <br />4 <br />4 <br />2 <br />13 <br />13 <br />4 <br />4Z:x 16 1/4 <br />-50 (DSO) <br />88 X 44 <br />--52- <br />4 <br />4 <br />2 <br />13 <br />t3- <br />5 <br />42.x /9.1/4 <br />-47 (058) <br />W X 46 <br />-40 <br />4 <br />4 <br />7 <br />13 <br />13 <br />5 <br />42 x 22 1/4 <br />-.46 (DW) <br />as X 52 <br />-47 <br />5 <br />5 <br />2 <br />13 <br />13 <br />5 <br />42 x 24 IA <br />-70 (3/16') <br />to X 60 <br />-43 <br />5 <br />5 <br />2 <br />13 <br />13 <br />6 <br />42 x 28 1/4 <br />-70 1,"I'l. <br />68 X 72 <br />-40 <br />5 <br />5 <br />3 <br />14: <br />14 <br />8 <br />34 $ 4 <br />42 x.,/4 <br />(3 61) <br />GENERAL NOTES: <br />1) SHIM AS REQUIRED ADJACENT 70 EACH INSTALLA" ANCHOR WITH LOAD SHIM .MAX <br />ALLOWABLE SHIM STACK TO BE 1/C <br />2) VNDOW FRAME MATERIAL ALLOY 6063. <br />.3) tjW- CAULK_1 IVND WINDOW FIN AT HEAD. SILL, & JAMBS, <br />4.1 USE CACA.K;F(),i PERIMETER SEAL AROUND EXTERIOR OF WNDOW FLANGE <br />3),'DES1(f PfjESSURES. SHOWARE BASED ON ►ALILLiON CAPACITY ONLY. DESIGN PRESSURES FOR -CL ASS <br />THICKNESS, MUST BE:DETEWIN D PER ASTM E1300 GLASS CHAA'T AND THE SMAu.ER :WIUE MUST <br />BE USED FOR DESICN. <br />4 VM YWAT'ER RESISTANCE TEST RECUIREMENT OF 15%,OF DE51GM LOAD APPLIES, PbSMVE'17_MGN <br />LOADS WI{.L T-E lJOlp TO '40.0 PSF DUE TO WAT>=R IMT PRESSURE OF,&O' PSF-ACHIEVED �N !EST. <br />7) INtT`ALCA71OIk FIN FRAME WNDOW IN .SPRUCE PINE I* (SO <br />4 <br />) WOW FRAME oPENIJiG WITH <br />TWA BY WOOD STUDS. USING.: 0.113`0 SAILS.OR #8 SCREW OF SUFFICIENT LENGTH TO PROVIDE <br />MMN►�uM EMBEDI/ENT MTO'ZUBSTRATE AS SHOWN .A8OVE IN TABLESr <br />4),IF bCRCT WINDOW: SIZE I$ NOT LCSTEL) MI. ANCHOR- CHART, U,SE ATt!`x40R ,QUANTITY' LISTED <br />Wl ww kARCER 512.E. <br />SHEET NO. <br />MRA <br />
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