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1099 NE 99 St (17).2 x 2 x l /B' f1UU .J Ct.0 J 1 t S.u.S. 7/ A1)CLL uVLUOJ+ — uuLUClI ANCHOR5 TYPE 'A' 4'. f 14 s.u.s. I-1/ 4 uIN. CJiDiO I'1O $$oeo 1/ NJGLL 4• 4: • J • 2 x 2 X I/6' ALU11 A11CLL J 14 2/ u ULL'D l UIJU13rr 2 X 2 X 1 /5' ALU N.CLE 2 -S /e• LDrIc ANCH.DRS TYPE '8' • d • 4'. • J 14 S,u.s. 1 -1/2' um. 0!3TD t N'00D 2/ N:CLE rtY ? OrrU i'CQ"T Y.OL Di 'ON 1-41 of oWvi.JANCEorncE 300 -,- V1./ 1 11, S.u.S. 3/ ,4JCLL -T NCItORS T) 2 X 2 X 1/6 C' • , • A:Vu A !ti'LL a". 2 X 2 X 1/6• AlUu -S/6' LDNC PE 'C' • • NOTCH `n"000 DUCK TO ACCOUODATE CUP N,CUS TO SUSdJTf C•• 4.. 4' =50=1.1=1.11>-- - • 4 • WOOD BUCKS NOT 8Y YALE _OGRON MUSt SU5TAIN LOAQ$ IMPOS,jQ PRODUCT RENEWED PRODUCT RENEWED acctrTAxcEN% 0 12 0y. oZ ACCE rANCEN 13 - o923 n� TAT RATIO N D, T .ita DO RATION BATE L .+.. t- 9 •t PP DIJCTCV�.TMUL W■151UV S'1,101 CO`I C1,a7il�'rC! 0111U t�uttl F4g CEUF ! LCCEPTARC( hC,Q r25T A lr C 1D AS cr.!.ralriC WITS Ti1E SAM I ' 0.i 1Z1, COD E CA CP.'UCI CONfi i C iY,s.61 [1/4' f Tl•PCQN t -I /t' 1I'N. NEED 7/ A4CLL 10X1 WA M■J+!T}C• 14J:Ll100.1 /44013 PC J Ies7 . • ,c4-C--4-3-0 1995 [- o•. n9 AO. I,95-06A sheet 3 0f Revsd al.: F.K. 3/11/03 Rend Br: at.: Revd a "Us: FRAME ASSEMBLY TUBE "X" FRAME JAMB "X" FRAME JAMB A."* aY ar.: F.K. 12/12102 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER Revisions: A R.v,s:aru: Reviahro: cn.d.d 9y. #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASSY DETAIL SCREW SPACING SASH FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY DRIVE NO KOMIS, FL 34275 P.O. BOX 1529 NCK(OMIS, FL 34274 #8x1 QUAD PH SMS (2) PER CORNER — SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL Visibly Better 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 —T6 DWG# 7005A Hsa(psul EXTRUSIONS & ASSEMBLY DETAILS rah.: ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-640 NTS 10 d 12 7Q45 -9 A .062" NOM. I . --_._ 2.784" 2.784 FRAME HEAD, SILL, JAMB ( I MATL: 6063—T6 434" DWG# 7002A 2.854" .062" NOM. B 2.919" Approved at complying with the Florida Dat ` NOA0 Miami Dade Product Co4atrol Lucas A. Turner, P.E. PE 59201 Mechanic el rah: 3/11/03 R.v:.krn: NO CHANGE THIS SHEET SECTIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT MAX. HEIGHT (SEE SHTS. 2 & 3) tk.,.r ar F.K. 0.'.. 12/12/02 VERTICAL SECTION OPERABLE UNIT Cn.cAed 8y Oats. MAX. VENT DAYLIGHT OPENING - (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT f070 TECHNOLOGY NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING -J (SEE SHT. 2) MAX. WIDTH (SEE SHT. 2) Visibly Better L. WW MAX. VENT DAYLIGHT OPENING - (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X CA -640 HORIZONTAL SECTION - XX NTS 9 w 12 REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 7045 -9 A Apprv.ed as cexn flying ■t(h tit* Florida B tdioi Code Pate `. .,.e OA # Miami Divi By e Producct Cost 'ei Lucas A. Turner. P.E. P[ *58201 Mechanical GLAZING OPTIONS: a. •vv•• • . •.• vv, v • • ...Nov,. • A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 118" ANNEALED) "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG 'POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 ,A - 112.3 76.7 -87.1 76.7 76.7 -81.4 -210.0 76.7 76.7 -71.5 -210.0 71.5 76.7 -62.4 -187.3 62.4 76.7 -58.0 -174.1 58.0 76.7 -53.2 -159.7 53.2 76.7 -49.6 -148.8 49.6 76.7 - 46.4 -139.2 46.4 76.7 -43.6 -130.8 43.6 76.7 B -210.0 76.7 -210.0 C -112.3 76.7 -94.3 76.7 -86.3 76.7 -72.9 72.9 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 86.919 24.000 38.919 A -71.3 71.3 -69.7 69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 -128.5 76.7 -119.6 76.7 -111.8 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -65.5 65.5 -55.1 55.1 - 50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 A -58.5 58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 - 43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 B -175.5 76.7 -175.5 76.7 -175.5 76.7 - 175.5 ' 76.7 -158.4 76.7 - 145.5, 76.7 -131.8 76.7 -121.5 76.7 -112.8 76.7 -105.2 76.7 C -58.5 58.5 -58.5' 58.5 -58.5 58.5 -58.5 58.5 - 52.8`52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 108.649 30.000 48.649 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.4 43.4 -40.8 40.8 -38.2 38.2 -35.3 35.3 -32.8 32.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 - 136.9 76.7 - 136.9 76.7 -138.9 76.7 -124.9 76.7 -114.5 76.7 -105.8 76.7 -98.3 76.4 C -46.5 46.5 -45.6 45.6 -45.6 45.6 " -45.6 45.6 -45.6 45.6 -45.6 45.6 -41.6 41.6 -38.2 38.2 -35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -39.2 39.2 -37.1 37.1 w -34.3 34.3_ -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7 -120,3 76.7 - 120.3 76.7 -120.3 76.7 - 120.3 76.7 -111.6 76.7 -102.8 76.7 -95.2 74.1 C -41.6 41.6 -40,1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 -34.3 34.3 -31.7 31.7 122.000 33.687 54.627 A -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.0 36.0 -33.6 33.6 -31.0 31.0 B -114.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -100.8 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 B -112.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 -92.8 72.2 C -37.6 37.6 -35.5 35.6 -35.5 35.5 -35.5 35.5 - 35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 - 30.9 30.9 126.000 34.791 56.418 A -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 - 101.8, 76.7 -101.8 76.7 -101.8 76.7 -99.6 76.7_ -92.0 71.5 C -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 A - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 58.209 B -103.5 76.7 -95.6' 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 130.378 36.000 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 58.378 B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 134.000 37.000 A -32.9 32.9 - 30.0 30.0 -30.0 30.0 -30.0130.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 60.000 B -98.7 76.7 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 C -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 COMPARATIVE ANALYSIS TABLE 6. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Acrid 8, F.1C n4 Or Ora ion 9y: F.K. "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ADDEO NOTE De "XO'' "OX" & "XOX" UNEQUAL LIT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better • O.,v;pho.a PRESSURES- UNEQUAL CONF(G. XO, OX & XOX ALUMINUM CASEMENT WINDOW, NON - IMPACT SachniAbd.t T Scale: CA-640 NTS 8 . 12 Ory.M,q N.. 7045 -9 Row A O X UNEQUAL LITES X O UNEQUAL LITES 0 X UNEQUAL LITES By. 32/ Lucas A. Turner, P.E. K #5201 Mechanical X Appro.od as cornpiyieg with the Meld* Be le ode Date 04 2 O ' NOM Waal Dade 'rand Cadre{ X E E COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584I GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.825 54.000 57.0 NEG POS 60.000 NEG POS 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 -120,0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -61.6 61.6 -57.9 57.9 -54.7 54.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 - 173.8' 76.7 -164.1 76.7 C - 120.0 76.7 -120.0 76.7 -109.9 76.7 - 101.0' 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 48.000 72.000 A -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 9 -210.0 76.7 -210.0' 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176.0 76.7 -161.9 76.7 - 151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 .63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 49.333 74.000 A -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 - 49.449.4 -46.3 46.3 -43.5 43.5 B -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202,5 76.7 -185.5 76.7 -172.8 76.7 -158.8 76.7 -148.1 76.7 -138.8 76.7 -130.6 76.7 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 -43.5 43.5 41.2 53.125 79.688 A -58.2 58.2 -58.2 58.2 - 58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 - 54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -164.5 76.7 -150.9 76.7 -140.5 76.7 -131.5 76.7 -123.6 76.7 C -58.2 58.2 -58.2 58.2 -58.2 58.2 - 58.2 58.2 -58.2 58.2 - 58.2 58.2 -54.8 54.8 -50.3 50.3 - 46.8 46.8 -43.8 43.8 -41.2 41.2 39.6 56.000 84.000 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 B -158.0 76.7 - 157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 - 157.2 76.7 -145.7 76.7_ -135.5 76.7 -126.7 76.7 -118.9 76.7 C A -52.7 -46.5: 52.7 46.5 -52.4 -45.6 52.4 45.6 -52.4 -45.6 52.4 45.6 -52.4 -45.6 52.4 45.6 -52.4 -45.6 52.4 45.6 -52.4 -45.6 52.4 45.6 - 52.4 -45.6 52.4 45.6 -48.6 -45.6 48.6 45.6 -45.2 -43.2 45.2 43.2 -42.2 - 40.340.3 42.2 -39.6 -37.8 39.6 37.8 60.000 90.000 8 -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 76.7 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 36.2 64.000 96.000 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 - 108.5 76.7 C -41.6 41.6 - 40.1 401 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 38.6 38.6 -36.2 36.2 67.333 101.000 A -38.2 38.2 -36.5 36.5 - 36.2 36.2 -36.2 36.2 -36.2_, 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -35.0 35.0 8 -114.6 76.7 -109.4 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -105.0 76.7 C -38.2 38.2 -36.5 36.5 - 36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 -38.2 36.2 -35.0 35.0 70.917 106.375 A -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 - 32.7 32.7 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 72.000 A -34.3 34.3 -32.3 32.3 - 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 108.000 B - 103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1; 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 - 31.7 31.7 -31.7 31.7 -31.7 31.7 74.000 A -32.9 32.9 - 30.8 30.8 - 30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 111.000 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -900 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 30.0 C -32.9 32.9 - 30.8 30.8 - 30.0 30.0_ -30.0 30.0 -30.0 30.0 - 30.0130.0 -30.0 30.0 -30.0, 30.0 -30.0 30.0 -30.0 30.0 -30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. R.vud ar F.K. a.rad 8 R.rsd rFr Drawn ay.. F.K. oaf.: 3111/03 Oats. Oaf.: 12/12/02 A K.rts(oro: Revai'on.: Checked By AOOEO NOTE Oa 1070 TECHNOLOGY' DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS., FL 34274 P T Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA -640 NTS sf»af: 7 er 12 a.. ne Na 7045 -9 rtar. A 1 3 X 3 0 1 3 X X 0 0 X Apprvvcd as complying aria the Florida Date NOM/ Mimi Dade Pro4uct CorbSI Div' By }-- / �7 .4 »i21v3 laces A. Turner, P.E. PE #58201 Me^„hanlcal COMPARATIVE ANALYSIS TABLE 4. GLAZING OPTIONS: 'b" "XOX" WIDTH WIDTH 36.000 1 72.000 37.000 74.000 39.500 79.000 42.000 84.000 45.000 90.000 57.000 114.000 58.500 117.000 60.0004i20.09,0 • Rays4Dy: F.K R.44 4y: Drawn 8y: FX. A RaK•bns R. Checked By A. 3/16" ANNEALED "0" & "1/4- 1/2 -1/4 XOX" WINDOWS B. 3/16" TEMPERED TEST REPORTS: FTL -3583 FTL -3579 FTL3584 C. 1/2' I.G. (1/8" ANNEALED, 1/4" SPACE, 118" ANNEALED) HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 NEG POS NEG `POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -90.3 76.7 -85.0 76.7 - 76.1 76.1 -70.7 70.7 -63.2 6372 -55.6 55.6 -52.1 52.1 -48.4 48.4 -45.3 45.3 -4 1 42.1 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -183.2 76,.7 -169.7 76.7 -155.0 76.7' -143.9 76.7 - s 4e7 C -90.3 76.7 -85.0 76.7 -83.3 76.7 -79.3 76.7 .3, 69.3 -61.1 61.1 -56.6 56.6 -51.7 51.7 -48.0 48.0 - 44.8 44.8 A -86.5, 76.7 -81.0 76.7 -73.8 73.8 -69.3 69.3 - 61.8 - 54.5 54.5 -51.0 51,0 -47.5 47.5 -44.4 44.4 6 _ -210.0 '76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -180.5 76.7 -167.0 76.7 -152.4 76.7 -141.4 76.7 C -86.5 76.7 -81.0 76.7 - 78.9 -77.8 76.7 - 68.7 68.7 :60.2 A -78.4 76.7 -72.6 72.6 - 68.8 68.8 - 66.0 66.0 -58.9 58.9 -51.9 B -210.0 76.7 -210.0 76.7 -209.3 76.7 -207.8 76.7 -207.5 76.7 -174.6 C -78.4' 76.7 -72.6 72.6 -69.8 69.8 -69.3 69.3 - 66.5 66.5 -58.2 A -71.6 71.6 -65.7 65.7 - 62.5 62.5 -61.7 61.7 -56.1 56.1 -50.2 6 -210.0 76.7_- 197.2, 76.7 -187.5 76.7 -185.1 76.7 - 183.7' 76.7 -169.9 C -71.6 71.6 -65.7 65.7 -62.5 62.5 -61.7 61.7 - 61.2 61.2 -55.7 60.2 -55.7 55.7 - 50.8 50.8 - 47.1 47.1 - 44.0, 44.0 -41.2 41.2 51.9 -49.2 49.2 -45.5 45.5 -42.8 42.8 -40.3 40.3 -37.8 37.8 76.7 -161.2 76.7 -146.7 76.7 -135.9 76.7 -126.5 76.7 -1184 76.7 58.2 -53.7 53.7 - 48.9 -45.3' 45.3 -42.2 42.2 -39.5 39.5 50.2 -47.3 47.3 - 44.2 44.2, -41.5 41.5 -39.1 39.1 -37.3 37.3 76.7 - 156.4 76.7 - 141.9 -131.2 76.7 -121.9 76.7 -113.9 76.7 55.7 -52.1 52.1 - 47.3 47.3 -43.7 43.7 - 40.6 40.6 - 38.0 38.0, A - 64.9 64.9 -59.0 59.0 -55.6 55.6 - 54.5 54.5 -52.8 52.8 -48.1 48.1 -45.6 45.6 -42.4 42.4 -40.1 40.1 -38.2 38.2 - 36.4 36.4 B - 194.7' 76.7 -177.1 76.7 -166.7 76.7 -163.5 76.7 - 160.3' 76.7 -160.0 76.7 -151.7 76.7 -137.2 76.7 -126.4 76.7 -117.2 76.7 -109.3 76.7 C , -64.9, 64.9 -59.0 59.0 -55.6 55.6 - 54.5 54.5 -53.4 53.4 -52.9 52.9 -50.5 50.5 -45.7 45.7 A -59.3 59.3 -53.6 53.6 - 50.0 50.0 -48.8 48.8 -47.4 47.4 -46.4_46,.4 -43.8 43.8 -41.1 41.1 -38.9 38.9 -36.9 36.9 48.000 96.000 B -178.0 76.7 -160.8 76.7 -150.0 76.7 -146.5 76.7 -142.2 76.7 X140.6 76.7 -140.6 76.7 -133.3 76.7 -122.5 76.7 -113.3 76.7 C -59.3 59.3 -53.6 53.6 - 50.0 50.0 -48.8 48.8 -47.4' 47.4 46.9 46,9 - 46.9 46.9 - 44.4 44.4 -40.8 40.8 -37.8, 37.8 A -55.4 55.4 - 49.8`49.8 -46.2 46.2 -44.9 44.9 - 43.3 -42.5 42.5 -42.3 42.3 -39.9 39.9 -37.7 37.7 -35.9 35.9 50.500 101.000 B - 166.2 76.7 - 149.3 76.7 - 138.5, 76.7 -134.8 76.7,- 129.9. 76.7 - 127.4 76.7 -127.0 76.7 -127.0 76.7 -119.8 76.7 -110.6 76.7 C , -55.4 55.4 -49.8 49.8 -46.2 46.2 - 44.9 44.9 - 43.3 -42.5 42.5 -42.3 42.3 -42.3 42.3 -39.9 39.9 -36.9 36.9 A -51.7 51.7 - 46.2 46.2 -42.6 42.6 -41.4 41.4 -39.6 39.6 -38.5 38.5 - 38.338.3 -38.2 38.2 - 36.6 36.6 - 34.7' 34.7 53.125 106.375 B -155.0 76.7 -138.7 76.7 -127.9 76.7 - 124.2 76.7" -118.9 76.7 -115.6 76.7 - 114.8 76.7; - 114.5 76.7j-114.5 76.7 - 108.1,78.7 ° 1j' C -51.7. 51.7 - 46.2 46.2 -42.6 42.6 -41.4 41.4 -39.6 39.6 -38.5 38.5 -38.3 38.3 -38.2 38.2 -37.9 37.9 -35.8 35.8 3374 - '3T4 A - 50.7 50.7 -45.2 45.2 -41.7 41.7' -40.4 40.4 -38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 - 36.2 , 36.2 - 34.3 34.3 -32.5 32.5 54.000 108.000 B -152.0 76.7 -135.7 76.7 -125.0 76.7 -121.3 76.7 -115.9 76.7 -112.5 76.7 -111.5 76.7 -111.1 76.7 - 111.1 - 107.5' 76.7 -99.5 76.7 C -50.7 50.7 -45.2 45.2 -41.7 41.7 -40.4 40.4 -38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 -37.0 37.0 - 35.3 - 33.2 33.2 A -48.9 48.9 -43.5, 43.5 -40.0, 40.0 -38.8 38.8 -36.9 36.9 - 35.7 -35.3 35.3_ -35.1 35.1 -35.1 35.1 -33.6 33.6 -32.0 32.0 55.500 111.000 B _ -146.6 76.7 -130.6 76.7 -120.0 76.7 -116.3 76.7 -110.8 76.7 -107.1 76.7_ -106.0 76.7 - 105.3 - 105.2, 76.7 -105.2 76.7 -98.3 76.5, C -48.9 48.9 -43.5 43.5 -40.0 40.0 - 38.8 38.8 -36.9 36.9 -35.7 35.7 - 35.3 35.3 - 35.1 35.1 - 35.1 35.1 - 34.4 34.4 - 32.8 32.8 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.0' 33.0 -31.4 31.4 76.7 -101.0 76.7- 100.0 76.7 -99.7 76.7 -99.7 76.7 -97.3 75.6 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.2 33.2 -31.9 31.9 A -47.2 47.2 -42.0 42.0 -38.5, 38.5 -37.2 37,2 45.4 35.4 44.1 B -141.6 76.7 - 125.9 76.7 -115.4 76.7 -111.6 76.7 - 106.1 76.7 -102.3 C -47.2 47.2 -42.0 42.0 - 38.5 38.5 -37.2 37.2 -35.4 35.4 -34.1 A -45.6 45.6 -40.5 -37.0 37.0 -35.8 35.8 -33.9 33.9 -32.6 B -136.9 76.7 -121.5 76.7 -111.1 76.7 -107.4 76.7 -101.8 76.7 -97.8 C -45.6 45.6 -40.5 40.5 -37.0 37.0 -35.8 35.8 -33.9 33.9 -32.6 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Rood Or are: 3/11/03 12/12/02 AOOED NOTE o, 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NCKOM /S, FL 34274 Visibly Better T w s«»utba.r CA-640 NTS -42.1 42. 1 Shoot 6 -, 12 -42.0 42.0 - 41.6 41.6 -39 ' -131.9 76.7 . -39. 1 39. 1 63.000 NEG POS -39.7 39.7 =125.9 76.7 -36.4 36.4 - 35.1 35.1 -105.4 76.7 - 35.1 35.1 - 34.0 34.0 -102.7 76.7 - 34.2 34.2 -32.8 32.8 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -30.8 30.8 76.1 -96.4 75.0 -95.2 74.1 -94.7 73.7 -94.7 73.6 -94.7 73.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -31.0 31.0 A -44.2 44.2 -39.1, 39.1 -35.7 35.7 - 34.5 34.5 -32.6 32.6 -31.3 31.3 - 30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 B -132.6 76,7 -117,4 76.7 -107.1 76.7 -103.4 76.7 -97.9 76.1:'=9 8 { f? 1 -92.3 71.8 -90,9 70.7 -90.2 70.2 -90.0 70.0 •'! 0 C -44.2, 44.2 -39.1 39.1 -35.7 35.7 - 34.5 34.5 -32.6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 30.0 ri .0 30.0 30.0 -30.0 30.0 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS TIM: ALUMINUM CASEMENT WINDOW, NON- IMPACT o..wy No. 7045 -9 A 4 X 1 2 O O Ap'tort3a pprved as cea.piy ta& with the i Date • 4 i $ s 03 NOM •YeJpx•7r'•y Miami Dade Prodact Coa DAY By ' Luca- A. Turner, P.E. PE #58201 tAechonfunl 4 COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL - 3579, FTL - 3590 FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8 "ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XX" WIDTH 75_.' HEIGHT ': 0.6? .J f 54.000 57.000 60.000 63.000 26.000 31.000 36.000 43.000 ? e .48: NEG POS 76.7 NEG - 120.0 POS 76.7 NEG - 120.0 POS 76.7 NEG - 120.0 POS 76.7 NEG -105.5 POS 76.7 - NEG . ' -91.9 POS 76.7 NEG -86.0 POS 76.7 NEG -79.6 POS 76.7 NEG -74.6 POS ' NEG 74.6 'POS -70.1 70.1 NEG -66.2 POS 66.2 37.000 A - 120.0 B -210.0 76.7 -210.0 76.7 - 210.0 76.7 -210.0 76.7 -210.0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 -167.7 76.7 -157.8 76.7 -149.0 76.7 C - 135.0 76.7 -135.0 76.7 -135.0 76.7 -135.0 76.7 -131.9 76.7 -114,8 76.7 -107.6 76.7 -99.4 76.7 -93.2 76.7 -87.7 76.7 - 82.8 76.7 43.000 _ n: , . A -118.5 76.7 -118.5 76.7 -118.5 76.7 -110.9 76.7 -95.0 76.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 -66.2 66.2 -62.2 62.2 -58.6 58.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 - 210.0 76.7 -185.0 76.7 -172.8 76.7 -159.4 76.7 -149.0 76.7 - 139.9 76.7 -131.9 76.7 C -135.0 76.7 -135.0 76.7 -119.3 76.7 -110.4 76.7 -97.5 76.7 -88.7 76.7 -85.9 76.7 •84.0 76.7 -82.4 76.7 -77.7 76.7 -73.3 73.3 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 j7 - _ • s -71.0 71.0 -65.3 65.3 -61.0 61.0 -57.2 57.2 - 53.8 53.8 O ±l B - 210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 - 199.2 76.7- 1.5 76.7 -159.9 -70.7 76.7 70.7 -147.0 - 67.6 76.7 67.6 -137.2 •64.6 76.7 64.6 -128.6 -61.1 76.7 61.1 -121.1 -58.8 76.7 58.8 C -118.8 76.7 -118.8 76.7 -109.1 76.7 400.0 .7..7 -85.4 76.7 -75.9 75.9 53.125 I . A -77.6 76.7 -77.6 76.7 -77.6 76.7 = 77__,0 -77.6 76.7 -71.4 71.4 -66.4 66.4 - 60.9 60.9 -56.7 56.7 - 53.1 -49.9 49.9 B -174.7 76.7 -174.6 -97.0 76.7 76.7 -174.6 -97.0 76.7 76.7 474.6 -94.3 76./ 76.7 - 174.676.7 -82.4 76.7 -160.7 -71.0 76.7 71.0 -149.4 - 66.4 76.7 66.4 - 137.0, -60.8 76.7 60.8 -127.6 -55.4' 76.7 55.4 -119.4 - 51.5 761 -112.2 -49.4 76.7 49.4 C -97.1 76.7 57.000 A -67.9 67.9 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -63.5 63.5 -581 58.1 ` - 54.1 54.1 -50.5 50.5 -47.4 47.4 B -152.9 76.7 -151.7 76.7 - 151.7 76.7 - 151.7 76.7 -151.7 76.7 -151.7 76.7 - 142.9 76.7 -130.8 76.7 -121.6 76.7 -113.6 76.7 -106.7 76.7 C -84.9 76.7 -84.3 76.7 -84.3 76.7 - 84.3 76.7 - 80.5 -69.0 69.0 - 64.3 64.3 -58.6 58.6 -53.7' 53.7, -49.5 49.5 -45.8 45.8 45.7 60.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 - 48.8 48.8 -45.7 B -139.4 76.7 - 136.9, 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 - 126.7, 76.7 -117.6 76.7 -109.8 76.7 - 102.9, 76.7 C -77.4 76.7 -76.1 3.5 76.1 53.5 -76.1 -53.5 76.1 53.5 -76.1 -53.5 76.1 53.5 -76.1 -53.5 76.1 53.5 -67.9 -53.5 67.9 53.5 -63.0 -53.5 63.0 53.5 -57.2 -52.9 57.2 52.9 -52.5 -49.4 52.5 49.4 -48.3 -46.7' 48.3 46.7 -45.5 -43.8' 45.5 43.8 64.000 A -55.4 55.4 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 C - 69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 68.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 72.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 - 42.342.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B C - 103.0 -57.2 76.7 57.2 -96.9 -53.9 75.4 53.9 -95.1 -52.8 73.9 52.8 -95.1 -52.8 73.9 52.8 -95.1 -52.8 73.9 52.8 -95.1 -52.8 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 74.000; _, t • A -43.9 43.9 76.7 -41.1 -92.4 41.1 71.9 - 40.0 -90.1 40.0 70.1 -40.0 ° = .40.0 -40.0 -90.0 40.0 70.0 -40.0 -90.0 40 0 70.0 - 4 0 i 9 -WO 4 1 1 0 +` 0 , -40.0 f -90.0 40.0 70.0 -40.0 -90.0 40.0 70.0 - 40.0 -90.0 40.0 70.0 -39.2 -90.0 39.2 70.0 B -98.7 C -54.8 54.8 -51.4 51 .4, 5 0 0 5 0 0 0 5 0 . -50.0 5Q.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. &w ad 1 Dew F.K. 3/11/03 r• Rt.;aoar A Remb'is: ADDEO NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES - XX CONFIG. WINDOWS rna ALUMINUM CASEMENT WINDOW, NON- IMPACT s.rt.iwa.r 5 d 12 7045 -9 A Appmed as coayl Nitb the Florid* 8 Date 04 NOAH Miami Dade Product Control Di R X X ..` G --- . 3/I /�' Lur.. s A. Tumer, P,E. PE ti 58201 Mectiaiucal P• COMPARATIVE ANALYSIS TABLE 1 81 ,l; 1 -92.4 71.9 -90.1 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 60.8 76.7 76.1 76.7 66.8 76.7 59.2 42.3 73.9 52.8 40,0 70.1 50.0 38.375_ 43.000 48.000 NEG POS NEG POS NEG -119.5 76.7 -112.0 76.7 -97.5 -210.0 76.7 -210.0 76.7 -210.0 -133.3 76.7 -123.0 76.7 -112.0 76.7 76.7 -95.1 76.7 -88.5 76.7 -76.2 -210.0 76.7 -199.2 76.7 -171.5 -100.0 76.7 -85.4 76.7 -75.9 -78.0 76.7 -78.0 76.7 -71.5 -175.5 76.7 -175.5 76.7 -160.9 -94.4 76.7 -82.5 76.7 -71.1 -60.8 60.8 -60.8 60.8 -60.8 -136.9 76.7 -136.9 76.7 -136.9 -76.1 76.1 -76.1 76.1 -67.9 ENEI MEIREIEVEILMENIEM -120.3 76.7 -120.3 76.7 -120.3 -66.8 66.8 -66.8 66.8 -65.6 -47.4 47.4 -47.4 47.4 -47.4 -106.6 76.7 -106.6 76.7 -106.6 -59.2 59.2 -59.2 59.2 -59.2 -42.3 42.3 -42.3 42.3 -42.3 - 95.1 73.9 -95.1 73.9 -95.1 -52.8 52.8 -52.8 52.8 -52.8 -40.0 40.0 -40.0 40.0 -40.0 - 50.0 60.1 -50.0 50.0 -50.0 POS 76.7 76.2 76.7 75.9 71.4 76.7 71.1 60.8 76.7 67.9 53.5 76.7 65.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 50.625 54.000 57.000 60.000 1 NEG -91.3 -205.4 - 104.8 -71.1 -66.5 -149.6 -63.0 -53.5 -120.3 -61.6 -47.4 -106.6 -59.2 POS NEG POS • e 'OS 76.7 -84.3 76.7 -79.0 76.7 -74.3 74.3 -70.1 70.1 76.7 -189.8 76.7 -177.8 76.7 -167.2 76.7 -157.8 76.7 76.7 -96.9 76.7 -90.7 76.7 -85.3 76.7 -80.6 76.7 71.1 - 71.1 71.1 -66.4 66.4 -62.2 62.2 -58.6 58.6 76.7 -160.0 76.7 -149.3 76.7 -140.0 76.7 - 131.8 76.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 61.1 -58.8 58.8 66.4 - 61.0 60.9 -58.3 58.3 -57.9 57.9 - 54.4 54.4 76.7 -137.2 76.7 -131.2 78.7 -130.2 76.7 -122.3 76.7 66.6 - 60.9 60.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102.9 76.7 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 76.7 - 120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 61.6 - 56.1 56.1 -51:1 51.1 -48.6 48.6 -45.9 45.9 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 76.7 -106.6 76.7 -106.6 76.7 -101.4 76.7 -94.7 73.7 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 L' 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9.`41:.5 141 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 40.0 - 40.0 40.0 -40.0 40.0 -40.0 40.0 - 92 50.0 -50.0 50.0 - 50.0 50.0 -48.1 48.1 -45.2 45.2 "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 doo X A B C A B C A 8 C A B C A B C A B C A B C A at C Rend or F.K 3/11/V3 Rend ar ONe: Renday, D.w (Newt ' r on.' F.K. 12212/02 20.00Q_ NEG -120.0 -210.0 -135.0 -95.1 -210.0 -118.8 -78.0 -175.5 -97.5 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -62.7 -45.8 -103.0 -57.2 -43.9 -54.8 A P. rt. .fru.a: Checn.d 8y GLAZING OPTIONS: POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 61.9 76.7 76.7 55.4 76.7 69.3 50.1 76.7 62.7 45.8 76.7 57.2 43.9 54.8 Deft 31.000 NEG -120.0 -210.0 -135.0 -95.1 -210.0 - 118.8 -78.0 - 175.5 -97.5 -60.8 -136.9 -76.1 -53.5 -120.4 -66.9 -47.7 -107.4 -59.7 -43.1 -96.9 -53.9 -41.1 -51.4 ADOEO NOTE POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.9 47.7 76.7 59.7 43.1 75.4 53.9 41.1 51.4 36.000 NEG -120.0 -210.0 -135.0 -95.1 -210.0 -109.1 -78.0 -175.5 -97.5 -60.8 -136.9 -76.1 -53.5 -120.3 -66.8 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -50.0 WIN A. 3/16" ANNEALED 3t1'TEMPERED' H EIGHT COMPARATIVE ANALYSIS TABLE 2. GLAZING OPTION: D. 1/8" AN EALED 19.125 D -57.6 "X" ' 26.000 WIDTH NEG 21.500 I D -45.6 24.000 D -36.6 26.500 D , -30.0 POS 57.6 45.6 36.6' 30.0 31.000 NEG -57.6 -45.6 -36.6 -30.0 POS 57.6 45.6 36.6 30.0 38.000 38.375 -57.6 57.6 -57.6 57.6 NEG POS NEG POS -45.6 45.6 -45.6 45.6 -36.6 36.6 -36.6 36.6 -30.0, 30.0 -30.0 30.0 "X" WINDOWS 43.000 NEG 'POS -57.6' -45.6 -36.6 -30.0 57.6 45.6 36.6 30.0 HEIGHT 48.000 NEG -53.8 1 -45.6 • -36.6 -30.0 POS; 53.8 45.6 36.6 30.0 50.625 NEG POS -50.4 50.4 -45.6 -36.6 -30.0 45.6 36.6 30.0 54.000 NEG -46:5 -42.5 -36.6 -30.0 POS 46.5 42.5 36.6 30.0 57.000 NEG -43.6 -39.8 -35.9 -30.0 POS 43.6 39.8 35.9 30.0 TEST REPORT: FTL -3588 60.000 NEG - 41.0' -37.4 -33.9 -28.7 POS 41.0 37.4 33.9 28.7 63.000 NEG POS -35.2 35.2 - 38.7 38.7 -32.3 32.3 -27.5 27.5 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1070 TECHNOLOGY NOKOMiS, FL 34275 P.O. 80X 1529 NOKOMIS, rt. 34214 Viribly Better TEST REPORTS: FTL -3579. FTL -3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 C. 1/2" I.G. (1 /8" ANNEALED, 1/4" E, 1/8" ANNEALED) PRESSURES- X CONFIG. WINDOWS nu. ALUMINUM CASEMENT WINDOW, NON - IMPACT Ser»eiMud.t CA-640 Scde' NTS 4 d 12 7045 -9 66.000 NEG -66.4 -149.4 -66.4 -55.3 -124.4 -55.3 -51.3 -115.4 -47.6 -45.5 -102.4 -42.4 -40.0 -90.0 -40.0 POS 66.4 76.7 66.4 55.3 76.7 55.3 51.3 76.7 47.5 45.5 76.7 42.4 40.0 70.0 40.0 Re+: A By 69.000 NEG -63.1 -141.9 -63.1 -52.4 -117.9 -52.4 -48.5 -109.2 -45.7 -44.2 -99.6 -40.2 -40.0 -90.0 -39.3 POS 63.1 76.7 63.1 52.4 76.7 52.4 48.5 76.7 45.7 44.2 76.7 40.2 40.0 70.0 39.3 72.000 Approved or complying with rte a o.P NEG -60.0 -135.1 -60.0 -49.8 -112.0 -49.8 -46.0 -103.6 -44.6 -41.9 -94.3 -38.3 -39.0 -90.0 -36.2 Fl Dote NOM `�pp - � - Div proavn cosh Lucas A Turner, P.E. PE #58201 Mechanical POS 60.0 76.7 60.0 49.8 76.7 49.8 46.0 76.7 44.5 41.9 73.4 38.3 39.0 70.0 36.2 o.hr 3/11/03 12112/02 Revs(' Or F.K. s wed REVISE ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Y.O. 80X 1529 NOKOMIS. FL 31274 Visibly Better "X ", "0" "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT NTS 3 d 12 7045 -9 A SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13' MAX. O.C. 4" MAX _a NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING X 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPENING 14 1 /2" 4" MAX. ...I 14 O.C. 1 ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. o.C. 72" MAX. HEIGHT 4" MAX. f 4" MAX. - SEE MD-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. DAYLIGHT --- OPENING T i F X 56" MAX. DAYLIGHT OPENING 4" MAX. 141/2" 4" MAX. I-•-- MAX. O.C. ELEVATE YL -_63" HIGH" -" C (SEE SHEET 4 FOR PRESSURES) DAYLIGHT 97" MAX. WIDTH 30" MAX. 53" MAX. - DAYLIGHT OPENING OPENING 63" MAX. HEIGHT 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 56" MAX. DAYLIGHT OPENING 4 .•- 37" MAX. VENT - 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING I 0 - 1-•--4 MAX. O.C. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) 56" MAX. DAYLIGHT OPENING AAA escosidpi with *be Dsce NOAH #Igr'1r' Mti:ml Dade Product Castrol ari By Lucas A. Tumor, P.E. PE x58201 Mechanical 63" MAX. HEIGHT A.vad Or • r. F.K 3/1 an,dr Draw" Br F.K. Omit: 12/12/02 A R. vision.: Ra visa»: Cnecf, .d By REVISE ANCHORAGE 1070 TECHNOt.OG Y DRIVE NOKOMIS. Fl. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better CbaCpboer ° XX " & "XOX" ELEVATIONS X SEE MEETING RAIL DETAIL TYP. (2) Flue ALUMINUM CASEMENT WINDOW, NON - IMPACT o....r.o Ha 7045 -9 1 1/2" CENTERLINE 1 1 1/2" � - MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 4" MAX. 4" MAX. - - ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT OPENING X 7" \ 4" MAX. --- ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 SEE MID -SPAN ANCHOR DETAIL --"\ / TYP. (2) / 7" - '-- 4" MAX. 13" MAX. O.C. 37" MAX. 60" MAX. FIXED VENT TYP. 13" MAX. O.C. 1 4" MAX. 30" MAX. DAYLIGHT --- OPENING X 4" MAX. - ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) 56" MAX. DAYLIGHT OPEN ING 63" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. -"- DAYLIGHT - OPENING '- 14 1/2" MAX. O.C. TYP. ELEVATION "B' - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) --- --�-14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Appnrted as eo op14u+Y with the Florida a Cade Date 04 Zg NOAH n 2 -12.4 . c' Miami Dade Product Ccottoi Di% B 3/- 1 Lucas A. Tumer. P.E. PE 058201 Mechanical NOTES: NON - IMPACT WINDOWS Reader F.K. Reader Revsd ey: Oren F.K. Dare: 3/11/73 Dere' 12/12/02 Revisions: A Osl"e: Revisions: Revisions: CAecAed ey. REVISE ANCHORAGE NOTE 4 Dde: 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/2"1.G. GLASS (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 5. F. FOR 4 -14 "XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR 3 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITE (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: FOR GLAZING OPTIONS A, C, AND D, #12 SCREWS OR 3/16" TAPCONS MAY BE USED. FOR GLAZING OPTION B, #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/16" TAPCONS WITH GLAZING OPTION B, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. 1070 TECIINOLOGYDRIVE NOKO.4JS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 x 0 } x 0 Li CONFIGURATIONS OPTIONS } 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS 1/2" I.G. GLASS (118 "A,1 /4" SPACE,1 /8 "A) 1 " Visibly Better TPe: 1/8" OR 3/16" GLAZING DETAIL 1/2" I.G. GLAZIN DETAIL .650" NOM. [ GLASS BITE NOTES AND GLAZING DETAILS .650" NOM. r GLASS BITE ALUMINUM CASEMENT WINDOW, NON - IMPACT NTS I 1 d 12 tor.h.eiNd. 7045 -9 r NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4 -8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 Rev. A Approved as car?i7lae with the Florida B Cabe Date NUM Wend Dade pro4oct Control 8 7 7 3 4 3 Lucas A Tumor. P.E. PE 054201 Mechanical i.u• rat IA, farirer. mmi tial Limp ill if 41 11111 lir re , JIM i , , Ili ' 6 nun 4 1 ‘041 11 • w ■ 212zr__JL 11 0 .0 . " . �,i haNSOMMEM a m il wi. °MIMI III a =AI i i.u• rat IA, mmi 41 11111 NI. I I I - • w ■ 212zr__JL 11 0 .0 . " . �,i is . wi. III s ■ ■ ■ 1� h► .■a 11 ::: A ar ki• me '_ ( I V! .--_ At 1 a dn 1 %In z �,,+ lw mem mmi 41 11111 w ■ 11 0 .0 . " . �,i is . wi. ■ ■ ■ 1� h► .■a • A ki• me At 1 a 211 3U Au Su DO 70 00 TRIOUT,l1T vT07T • I1:0-iFS IT 1.11. DI C ciA]v C rtrouuc-T r torn tivnT CLAZi11C rnooucr wJLl1U!r Tr1,h - IIUR120Ni/L uLlU011 C PPDOU'r7 T IIIuLITAIIY WIDTH = ,vt 3 N1 2 VI aul ■■ ■I Tu c i tillliiiiMUW ■.■■ mume p U Imwei MW �■ ■ ■■ ■al!\ ■ ■ ■�� sam■rm■iia■ a■ kmaaa■■■aa i l� ■► ■►�■oi �■ amp mom mamma 41 ■ 4■ ` � N egim `'., 7 2 H P 0 0 20 , 30 40 50 bD 70 00 TRI6VrAHr VIOTH • IrrHE5 C t, C PAOOVC7 V) TYPICAL T•1ULLIiQt ARfANGEI.IfNTS r0J.t10r+ lord CALART 1.110 10PS 7rr C 1.0 O.5 c ■N VCRr1U.L uuU10N TRIBUTARY 14IDTH -. ' ; WZ 2 4 o J sf 11(I\ /lu a1 a1■►\ ME � ■ WIN r Um Tim alma a� la E ■ ma a ►. mumam i _ m I P III !1 1 *iI r . 1 eau u gu 4 az us 0 p i. ry O 0 4 � 0 . o 0 4 O 0 0 2 O H P 0 0 O L4 20 35 +0 SO Co 70 00 TAIOVT /CRY vIOTH • Ir+CHLS t CU)f LO4.7 CHA'iT 2b 30 •0 50 60 70 00 1PWyTAJIr , .10TH - INO-05 PRODUCT RENEWS} c(-1701.0t tat A ANCE No Fx i Rnnav 0 g b50, tT oo►rtRO t� r ev • DU! 111N00005001r➢ t LOAD CART 0 r-, 0 0 0 20 30 40 50 60 70 00 1RI9U1AAr MOTH - INCres A.v.�+{3q LOAD c>Lr+R T FOR ANCHORS DESC;RIPTIOt1 0 0 r, ■- O 0 allummumsum mwmmmwmomftmow �1at■ ■■i■ ►■ wm unommumehow m • pm ■a!■ ■\ , MUMEMMOIRNMEM minamagium asEINIMI ■M \� ■■■MEMMMI■.O■ ■■■O ■■►.■WOIMM 0 £I!D LO ++D DUO T 0 n I I Oil -CINEL 70 00 Acrerr/.>;CL ?ro.a -13.0 3, LXYIflAT10N 0.1TE LIy Pk DIX:TCO TTOL U7llsrr) UT( DE COAtPIJr6♦'CE 20 30 40 1..lrrz , ' i FrE SO.:1H I1011 IL 10 L 0:Or. CIO P >;0[u:1 CO. ,;4 0r.r I eu,lor +: taut cctuu•ct arr1:r IctiPtioa 170.. SEE SHEET QF 3, - ?ik t c N Lard 0-v or 20 30' 40 S0 b0 70 80 TRIMITARr 1IOTH - it milmwmummonsmem wanwimpornexelm tm mumwmommeming wermoommul■ mm mmoluimmaq MOM Wi l awwWmigijiis a Imunnorirdi si . um. 'my is Tom 40.1. • • mimermq IMMIIIII ONE 1110.1% MEEMEMMEMMIMM T .... r • 50 b0 70 00 vIOTH • IrA£5 r) 1 iAurCWI r.oatpq FE 1 10137 J zt i re rn� W--Z = c 1 T T- 1 M95 -06A ,Il�el2 of 3� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 07 19 (1 1 ust�i, 0 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DF CII TION Seiief "0407 Q aAl0mmntiru Casement Window ntitilled{ o F_t� ]± ov APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3/11/03, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. Casement New Non Imp.max MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 024219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 1.750 .062 000R PANEL HEAD & SILL 6063 —T5 ALUM. 050 -- l 4.000 1.620 .250 — L WEATI-;ER STRIP CHANNEL 6063 —T5 ALUM. 1 2.125 .J75 1.0. ( ..... ,,i 7 0 .125 .125 18 HINGE EXTRUSION 6063 —T5 ALUM. 1.750 O 000R PANEL JAMB 6063 —T5 ALUM. 1 .750 I 11 TRUSS CLAP 6053 —T5 ALUM. i 1.500 4.100 T 1.272 l 3.000 O FRAME HEAD 6063 -15 ALUM. 7//2 Robert L Clark, P.E. PE '3'971 Strucl 4.075 4.100 O 3 000R PANEL ASTRAGAL 6063 —T5 ALUM. 1.479 INDUSTRIES 1070 TECNNOLDGr DArVE NOKOI.S1S; FL 3427S P.O. 80K 1529 NOKOMIS. FL 34274 .489 F.K. (37/02 E —NO CHG THIS SHT Reek/ 9r. Oaf*: Revisions: F.K. 07/28/02 ADOE0 SNT 5 OF 5 , Revsd 9 Y• 0.3 r: Re.v.ens: 13.13. 11/17/0G ADO 2P LOCK Or aart By: Dote: F.K. 11/20/01 Ce strip Con: EXTRUSION PROFILES rile: 1.750 .050 ---■ J Y. 3.000 O OUTSNINC THRES}-OLD 6063 -15 ALUM. ALUMINUM FRENCH DOOR 'ries/Nod0: Score: Sh eet NTS 5 3.000 1.409 of 5 --- 1.480 O FRAME JAM E3 6063 —T5 ALUM. At ytu. e4uesnl 41g with the Fturtkte hits e Dare —� Nl1A0 Mt ea 1 UydeProd uct Uf lIr Orvwing No. 944 Row ern 1 1/4' MIN. 010 WOOD SCREW •, r 3/16' CR 1/4' W/ X12 HO TAPCONS (SEE NOTE 2) TYP. _HEAD ANC9OR FASTENERS ARE STAGGERED IN JAME3S MAX. • 3/16' OR 1/4' W/ /12 HD TAPCONS (SEE NOTE 2) 1/4" - L TYP. JAMB TYP. JAMB 3/15' OR 1/4' W/ 112 HD TAPCONS (SEE NOTE 2) j 1 1 /2' MIN. 1/4' MIN. WOOD BUCK 1/4" 1 1/2* MIN. 110 W000 SCREW MIN. 2x W000 BUCK TYP. SILL 1 1/4' LAIN. • % • • TYP. HEAD MIN, 2 W000 BUCK 1x WOOD BUCK GROUT MUST TRANSFER SHEAR LOAD TO SLAB. t 1/4' MAX. 7FRMOW 710x1W 710X12PPW 4172 7612F'1 76112A 7658PFA 4UBLOK 7634F 60200K 6Q300W FD3P 7LOKAP 7LOKIP 781 TIP l� W 17 7 1 1) 4 2 8 4 3 4 8 (4) 0 5 1 1 1 2 2 6 3 6 (13 0 (15 2 (0) 4 4 a 7FRSPX 41721 71034A lin 1 { •.• ITEM DESCRIPTION PCT, QTY. 1 DOOR PANEL, HEAD SILL L. 6063 -15 .062 WALL 60375 2 1 2 DOOR PANED JAMB (AL 6063- T5/.052 WALL) 60376 1 3 DOOR PANEL AS 6063 - 15).062 WALL) 60377 2 (1) 4 .250 x .187 F1NSEAL STRIP 679240 B (4) 5 WSTP CHANNEL (&___§._41 050 WAL 60379 4 2 6 FRAME JAMB tAL 6063- -T5f •050 WALL) 60330 i/4" 7 , FRAME HEAD (AL 60 63- 15/.062 WALL) 60 411 MAX 3 51UCON 62899C 9 OUTSW. THRESHOLD (AL 6063 -T3 /.050 WALL) 61069 11 5 15x13 THREAD D ROD 6TROOA 11 TRUSS CLAMP AL. 6063 -T5 .062 WALL 60378M 12 5/16x16 TRUSS WASHER 7l4AS1{4 13 + 5/16x13 TRUSS NUT _ 7JNUTA 14 FRAM; SGT. COVER CAP _ 15 STRIKE PLATE 15 STRIKE PLATE IN ERT 17 0100/4 SCR. FLT. HD. PHIL 13 HINGE ASS-Y. 19 0100 FLT. HD. PHIL 20 010x1/2 FtT. tip. PHIL. 21 TOPJBOTT. SLIDE BOLT LOCK 22 6x1 2 FIT. HD. PHIL. 23 3x1 SCR. PN HD. QUAD. 24 6 x 5 8 Ph. F1. SMS 25 LOCK SUPPORT ASSY. 26 6x3 4 FLT. 140. PHIL. 27 .200 x .190 QLON 28 J .375 x .190 QLON 29 3 POINT LOCK ASSY. TN 30 LOCK ACE 31 LOCX (DUMMY) 32 DEAD -BOLT LOCK 33 3/16' TEMPERED 34 SEAL SEALER 35 3/16' GLAZING BEAD 38 2 POINT OCK OPTIO 7A/1 NOTES; 1. B.O.M. QTY'S 114 BRACKETS ARE FOR X CONFCURAT1ON ®2. USE 1.I ALAI- DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 Robert t. Clark. P.E. PE j39712 Sir Ixiural 41722W 1070 TECHNOLOGY DRIVE NOK01415, Ft 34275 • P. O. 1:10)( 1529 NOIL 0ICS, FL 34274 1 8 4 eoch door top & bat. rail 1 door to 2 ea, door to 2 ea. door to (2 /eo, door top_ & bot. rail) 3 fr amb c me 's (6 /hinge -hinge -door jamb) (5 /hinge &hinge -fame jamb) (1 ® top /bet. • of l.h. astragal) 2 slide bolt Pocks 6 head & sill 2 hor. bead, 5 /ver. bead) 1 lock 2 lock sU 5 4 1 ostro als,fr. jambs & head) 4 (3) (1 astragals & fromejambs) 1 O ®_r. astragal) 1 1 0 r.h. astra•al Q� 0 1.h. os trod all 1 1 0 r.h. astra•al used w 3 16' •Icss F. K. 7f 31/02 Revsd Br: Dole: F. K. 01/23/02 reTW 11 a: 0. f3. 11// 7/00 OrO M Syr 008: D. 8. , 9/5/97 Of scrlpflo' ANCHORAGE & Q.O.M. rttr: ALUMINUM FRENCH DOOR Seres/1lo•erk 5eroh: Shut: FD -101 LOCATION & loot. roil A bat. roil) & bat. rail rt ass • E -CHC TO TAPCONS Rr nfiOAr' NO CHC THIS Stir Rerialouts: ADO 2P LOCK NTS 4 a 5 ALU MAX VENDOR ALU MAX ALUMAX A -1 3 7 SCHLEGEL CORP. FS/924-187j ALUMAX AF-10379 AL UMAX AF - 10360 ALU MAX AF-123i8 DOW CORNING 899 ALUMAX AF- -123 FASTEC INDUSTRIAL ALUMAX AF• -10378 FASTEC INDUSTRIAL FAST C INDUSTRIAL VINYL TECH. CAMCORP VINYL TECH, 41721 MERCHANTS FASTENER NATIONWIDE IND, MERCHANTS FASTENER 4 , MERCHANTS FASTENER VINYL TECH. 41720 FASTEC INDUSTRIAL FASTEC INDUSTRIAL AQUA FASTENERS VINYL TECH. 4UBLOK FASTEC IN USTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VIN•'lL TECH. _ HARLOC HARLOC HARLOC PPG, LOF SCHNEE MOREHEAD $M5504 FLORIDA SCREEN OS- SULLIVAN & ASSOC. A pp rvverl ee ;erupt:tog *Ali as i7urkf>t OefdSit . •. e Vete No q Mlr®i Duds ?rudest t U Vslu ■ r Ore wing No. 944 VENDOR O AF- 10375 AF -10376 JJ722W Q200X190 Q375x190 F0.3PTAY 100 . 880 320 Raw //k/ 7 Robert L Ciork P.E. PE /39712 Structural INDUSTRIES 1070 TECHNOLOGY NNE NOKOIAtS, TL 34225 P.O. 9DX 1529 NOKOMIS, FL 34274 FO -101 Oescr p rro.�; L LOCK OPTION F.K. 7/57/02 E -NO CHC THIS SHT Ravi? PY Do to: Roiaiana: F.K. 01/2jQ2 NO CHC THIS 5HT lens ffy: s: Rev/skew o.Q. 11/17/00 ADO 2? LOCK ore.n er- oof .: D.Q. 9/5/97 GLAZING DETAIL & EXPLODED VIEWS ALUMINUM FRENCH DOOR S*ri a s /l10 tisk Scds_ She.L• Orown0 No. NTS 3 a 5 — Approvrd ra rrrptrtt j wIllt t . _ thorita Eta si�f r= Cods belt NO Mir wl Dstle PruJe DI By 944 sir EXTEsIOR 95 /2" HEIGHT 93 5/8" OVERALL PANEL HEIGI4T .v 84 5/8" MAX. DAYLIGHT OPENING i fN 1 1.489' 1 VERTICAL SECTION ,le4f/1 Robert L Mr*. P.E. PE )19712 Structural XJERIOR 71 3/4" MAX. WIDTH 2S 11/16" MAX. DAYLIGHT OPENING TYP. (2) 68,254" OVERALL PANEL WIDTH HORIZONTAL SECTION -- XX CONFIG, 25 11/16' MA DAYLIGHT OPENING 37 t /2" MAX, WIDTH HORIZONTAL SECTION - X CONFIG. 1NOUSTRIES 1070 TEC14NO1DCY ORtYE NOKOUi5. a 34275 P. 0: 30K 1529 NOKOMIS. A_ 34274 F.X. Re vsd F.K. arse Br 0. t7. Mom Se: 0.8. Oeacriptior+: SECTIONS r1 re: orer /No C►l' FO -101 INACTlyt PAN U. Date: 9/5/97 3" Sca4: NTS Shoot: 2 0I 5 Droving No. 944 R sv: E , Z7.1_112? E -A00 MAX. 004.S to; Rraisionr. 01/28/02 NO CHC TN($ SHT act.: RerWana 1/1 foc ADO 2P LOCK ALUMINUM FRENCH DOOR APDr cJ ry es56.44 4g w(i,1 the Florida to y .. Daft ' NOAle i �.=7C� R14m1 Uide Prvd�erlC, a .1 cia COMPARATIVE WIDTHS 48.090 (6) ANALYSIS FOR: XX Lurvl a POS - HEIGHTS 60.00 (7) :4.000 (7) 95.500 (B) -102.8 -90.9 -63.6 60.0 60.0 00.0 60.000 (3) NEG -85.8 -30.9 -69,4 POS CO) . 60.0 50.0 y 71 l 0 () :.,. Nal -64.( .60.0 ` -60.0 PO 8t1; =�.; = 1 4 0 ,P= , ,:" 95 /2 VAX, HEIGHT 3G 13 ° MAX 0.c. 6° 6 MAX. 13' MAX. O.C. TYP. HEAD & SILL 37 1/2" MAX. WIDTH - 25 11/15 MAX. DAYLIGHT OPENING a 2 POINT a ‘. LOC K OPTION TYP. 80TH JAMBS 13 1/4' HINGE CENTERLINE 13 1/4' HINGE CENTERLINE 134 5/9' MAX. DAYLIGHT OPENING 47 3/4' HINGE CENTERUNE 95 1/2° MAX. HE;CHT 13 1/4' HINGE LOC. 35 11 1/4' HINGE CENTERLINE TYP. BOTH 144BS ® 5' MAX.-- 13' MAX. O.C. TYP. HUD it SILL 71 3/4' . MAX. WIDTH 25 11/16" MAX. DAYUCHT OPENING t ^' NON-IMPACT DOORS 1.) GLAZING: 3/16 TEMPERED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND_ GLASS TABLES - ASTM" E'1300 -9& 13. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTU E 1300 -93. 4.) ANCHORS: HEAD & SILL; MAX. 6' FROM CORNERS. ()(X ONLY) MAX. 6" & 10' ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 13' SPACING. MAX. 6° FROV CORNERS. MAX. 13' SPACING. (STAGGERED -- SEE SHEET 4) 5.) bMl -DADS COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. B.) SEALANT TO SE APPLIED AROUND FRAME & PM' EL CORNERS, DEAD 6013 & LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 B.) SEE SHEET 2 FOR SECTION DETAILS. a` L \ i 19" 10' t c 4- a \ 2 POINT \\ LOCK OPTION I / / . / / "tb/00---- 7/0.- Rob /r1 1. Clark, pl. rf 419712 Structural 6 MAx. 24,000 (2) 30,000 (3) NEG PCS '2.3 60,0 -85.1 50.0 NEG P03 Ngq PoI 4.000 (7) -96.9 60.0 -00.0 60.0 1, 05.500 (B) -03.0 60.0 -60 60.0 10 8 E -000 ANCHOR LOC. 0. (7) HEIGHTS 6 X CONFIG. -69,4 60.0 -60.0 30.0 131/4' HINGE CENTERLINE TYP. BOTH JAMBS 47 3/4' HINGE CENTERLINE - TYP. 801 11 JAMBS 13" MAX. 0 O C. TT?, BOTH JAMBS ANCHORAGE DETAIL SEE NOTE 4 INDUSTRIES 1070 TECHNO/OC( DRNE NOKCMIS, 1l 34275 P 9071 1529 •1401c01AIS. 11. 34274 34 5/8° MAX. DAYUGHT • OP ENING UT*: GLAZING BEAD COMPARATIVE ANALYSIS FOR: WIDTHS NOTE: NUMBERS IN PARENTHESIS ARE MINIMI.M QUANTITY OF ANCHORS p SIDE 3/16' TEMPERED GLASS GLAZING DETAIL F.K. 7/31/02 R :re4 9y: O° le: An4s os: F.K. 01 28 G ADO SHT 5 & TABLE Rs.1.4 Do Revisiens: 0.8. 11/17/0 ADO 2P LOCK Crone 67y. O,I . 0.5. ,9 ALUMINUM FRENCH DOQ R S wiee/Aleiet Scuk: Sheet: S(UCONE ?/16' CLASS BITE Description: EXTERIOR ELEVATIONS - X & XX • Ore ring Nd. F0 -101 NTS 1 of 5 94 4 Appru -vd c.1/21 Willi Ott FTor1 . zuiiIN+SC de Du ' II OM AIWA! Drds Prtiue1 C°it DIr&!s3 Br tj/J Rev: t.0 SIFP • jU'S1BUGTI0NS USE CR1tiri1S AND CrL•,PHS AS rOLLD'RIS. l.f O.TLAI1 s'C OES►:N LO.D Arou RED rut ASCE 7 -eS, rOft 1'AJtTICULAA o� i1rlt UsE 4A^C coulrrr APPP.DVED cvlt'C PADoUCTT CE71iIC AEC <E LOAD PrOII.2EtrEinS. USC CO :U TO 14 AS FIJI PA DOLKT Aa sP[c Kt.1<04U SID'.i SPACci:. US7i. C °NS O'1 S 1 CT ; SELECT uUL1/3 ..r Si2C 'TT} D=S'CN PAT1NC MDSE T}V;M OCS'C11 LOrD SPCC■1lLC it1 S1EP 1 ASOVL UslvC R`iC+10.i EYYCS ON SHEET 3, Ar,O AJicHDa CrU )- cN SHEET a. SELECT A Ci4 3 TtPC 1'rrH D;SICii PAn r: iJ) iC triAN THE DLSi;k LOADS SPEC.f1ED I;1 STEP 1 A90vL Tr9,CAL r tl.AIU,C PAODU :r 3_010-1 4.000- M4 CQNTI NING.YPICAL_GLAZAG Pfi40SLCII HOfIILOVIAL OR vERTICAL SEC "+DOW OR OJDA A?FAOJrt TOR fASTEM'AS SfZCS A SPACING PRODUCT RENEWED ACCETT'ATi Na lC ' (31' fXPtM N 'AO R.'. 0 E '.ti0- ZUtl")D EVT TT O, n l ' ODUCTCa. ROL UIV15(O ltU11I1TNG (COE MITI 1 OMC.T. TV_ PRODUCT RENEWED q(CPTANC_N gLiRZ1 -0), P. UCicl"_I rFOLDIVISIC BL^,LI J; (DDE CO !P1JR..NCEO o- RECTANGULAR ALUI)INU14 • TU6E MULUQR5 USING )4UL ION PROPERTIES ONLY NOTES: S. ALL CL11 r p5Du VSED T,` 11 1VtSE NULUO'(S ►LUST uCCT T11C AP?LhJ�aX C4J`m' 0'El,E I c >~� w I O ■D, A a;it hA CALF TA wrn.TAA J1R rc E0 ?rTS [tarn' f•ESt 1mCC. SAIECwz?S ETC. 2, ANCHOR EuB:O1rUrE10 1.tATT.P l S1t' 1. of'07r3.ND hell COvcR NC. (mr:co. fur ET J. AIrY CO,,1DrT101�t,Oj,GOtiZACD•S:'- s suelaTTA..-SulrEcr TO S EP AV TE EJtC:trtLRD,L FCNIEW. 4. All I+UILO'iS lO BE AL[OY 6053 -T s, • )ff .OT (O 1S C('QPtn :C ;•,t: n! 741 SOUTH) CrO1 cct;} C)Y D11 • •.. ' _21S tuO,c1 cc+n -i. crv:s7v, Et1,(0o :.. COY_ CC64,'1uI,CE dc11C( ACC(PIMCT Cr4 .ve llit t i u w 10 t14 rAA o o a PE 1!SST I c 0 0 V 0 o 0 O 1O -T; , T r no r` z J � o� o- h t i .r, Y ,o = i1 ToNn n� M95 --06 1 ul ohtel Cont 1 /4' • -20 S. S. BOLTS 0 11' 0.c. W/ NUr dr WASHER 1 1' A/ ;n. b i H3 .; O 1 C A Cont. O 2. O (SEE SCHEDULE) TOR Wm, SEPARATION TD EXISTING CLASS Of WiNDOW OR S. C. 0. w000 NEADCR REOVXRED 1 � , / r f t , L Ot oO f�G SC RCN O rte' 6' 0 ' C. w4. l 27/JT u .., P CT NET R4 no _ 70 OisTw0 )roar) H(A.'(R ''` ALTERNATIVE 8 1 /4 • r 1 1/Y LAG SCREWS 0 6' 0. C. ALTERNATE LEG LOCATION Conf. ALTERNATIVE 9 0 2 J 7/4' 1 -20 x5.3 4' BOLTS W/ 7 /x yin 3/3r WING MIT 1. 0 12' O. C. 1/4' • -20 S S DOLTS 0 12' 0. C. PI/ NUT d' WASHER. NEW P. T. 2' • 6' Cont. W /(2) 1/4' • x 5 14C sCRCNS o EACH -- siva NOMINAL) W/ ? t- Alin. PENETRATION INTO Dc1STING STUD. SECTIONS A 11.000 HEADER REOVRRCD INST NSTALLATIONS ARC ONLY VALID TOR DESIGN* WINO LOADS Up TO ++65.0` -1,2 0 psi'ANO PANEL'S LENGTHS (1e � O 9-O' �, ?. _ x 6 . P . T . T O Be SOUINEAZH PINE No: 2. SURFACED DR Y WI TH { N EW 1' n : � =i - �' .� . � =; ,f., 1 9 x M. M C w/ SPCCl OENSlTY Of 0 SS { ,, >> �� r „� _ • s., 1 , s ..� rt.. .l f E SOUT N£ 1f H D00 . FRAME CONSTRU W000 uEu8E12S TO B R , , . . FOR 0 55` OR' EQLLAL ' 0.050" BERTHA STORM' PANE_ � UPPLY ASTERN . METAL. S r I - 3000 23-d A.i. SC+VJN , ,, R 3 4 4 24 - .‚.‚ CONPACNY MU T. rrsn t D rsvir RWO r3l7 N4 St. 11k: Jit. N4D'M 6v100'S J R' J 100 0.9 -AJf wwno+a t �.:;�:s�3rt•.sx2i� pAuteiN0 14.5 - --- (SEE SCHEDULE) TOR u ;n. SEPARATION 10 DfISnuG GLASS Of WINDOW oRSG.0. WALL MOUNTING INSTALLATIONS SCALE : 1/4' 433", 01. : GNG Ss 1' S` 5. .S.! 5 • • 1.?" TOR SPA VP_ TO 5*-9 ANo O 6 0.' Cs' rot? S"A S OP TO 9'-r) Mor OR l/4 "0 -70 C1C0 mot. / /.molt' PANN(Z} 4411} o It 0. c W/ 1 7/8' C7P,4l7C t, s , :` TOR SPAN UP T 0 9'- d { to 6 0 MIDWWOTH Of FtArr 41.r O. 0.- x- 634' LOfN BRASS = OVSHING II'/ 1/4' 0 -20 x 2' S. S. S. M. S. o 12'0. C. TOR SPANS LAP TO 5' - AMT o 6' 0. C. TOR SPANS UP 10 9' -Ef Lox. OR 1/4' • -20 CLCO rnok /Tonle PANEU.NT( o 12' 0. C. w/ ! 7/8' ;;n. PENETRATION TOR SPANS UP 70 9' - 0% ALTERNATIVE 1 NOT 2'` if 6'` P. T. - Conf 1x000. PLAT£ w'/(2) 5/16' .: x 1 6.. L40 SCREWS T0 t EACH RATTER OR = TRUSS LOU T£: SCRCN At 1410 n0fH Of EXISTING 1'1'000 M'EMPER (2 Wn. NOWL>LAL Mona) w/ Z' 1Gn. PCNCTRAfION. 7/4' • • 1 1/2' LAG SCREWS 0 4' 0. C. -(511 SCHEDULE) FOR Min. SEPARATION 'S' TO EX IS 1WG GLASS 01' W'IDOW OR S G. 0. Con NOTE FOR COMBINATION OF SECTIONS . . : i & E TONS GW 9E noon /�;wAL[ /� , cE1LaNc Mo C F �� ; 4•comslu o?it11 ANY_ nAr TO -SUIT ANY 1N$TALLATIOIk_ S" IK'00 TRUSSES OR RATTER, O ` 24' 0. C: RCOVIRED (U CV L 1/4 x 2 1/2' LAG SCREW 0. C Cont. ALTERNATIVE 2 1' x 4' x 1/8' MTh. (606.3 -T S) Arum IVBE W/ .500' (2) 5/16' r. i LAG SCRC S TO S tAOl .A75T. LOCARCN F Ar N10w10 SC TH O E7r1STY G wQ00 o WDIBCR (1' urn. = MW/NAL )'110TH) W W/ 2 - an. FL]/ETRATION. 2 Y00D DECK 4 - RU MAT) e (NO TD•SH 3 ALLOWED) PRODUCT RENEWED ALTERNATIVE 10 ACCEPTANCE No. 00- 0 6O2. 0 % EXPIRATION DATE o i 2 3 Dy tl CEILING & FLOOR MOUNTING INSTALLATIONS - � - - - __ SECTIONS B LE scA : 7/4' - 1' PRO CONTROL DIVISION BUILDING CODE COMPLIANCE OFT/CE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ,v00 rRVSS[S•0R RATA 0 24' 0.' C. RCOULRt0"' Cont. "000 TRVSS£S OR PATTER •14'0.C.RE(.4RM 1 s' 1 -70 x _ � 4' BOLTS W/ J /4 f 1 r e' x J /�2' • o Y c. S � � WPNG MIT O 11' 0. c. 0 • ono - ( SEE SCHEDULE FOR Alit. SEPARATION '8' 70 DUSTING GLASS Of roNPO• oR S. G. 0. 5/76' • • 1 1/2' LAG SCREWS • 4' 0. C. ALTERNATIVE 3 NCI( 2' • 6':' P. Conn' nt'00 PLAT[ we(2)5/I6' 6. W, SCREWS TO EACH ILATTER 0R> TRUSS. LOCA1E SCRCW AT • M1001014 Of . DoS TING w000 uEWOER (2' urn• NOMINAL WIDrN) W/ 1' AM. PENETRATION. I x 4' r 1/0 11;n. (806J • Morn. TUX M/ - -(2 )-s /►e- 1 LAG R£1v5 TO EACH JOIST. LOCATE SCREW AT MIDWIOmN Of EXISTING f ( N:MINAL .iom) •/ 2' Min. PENETRAnat ALTERNATIVE 4 AMMO AS CottrrYING WITil THE SOU111 11r.1E. BY _ PRODUCE CON EQRITA DU!EDING .1 _ 08 I r � 1. D'V ;iUIEOING CODE CQIAPEIANCE O1 FICI ACCEPTANCE NO3.2:.(.)1:1 w00D HEADER R£OU(R£D ALTERNATIVE 1 FOR LNin. SEPARATION TO EXISTING CLASS OF WINDOW • ORS. C. D. - WOOD HEADER . REOU RED Cont. 7/8' I r 3/32' WING NUT 0 EVERY STUD 0 1raC. - HOOD hrADO? REQUIRED — (SET SCI - DU LE)— rOR M . SEPARATION TO EXISTING CLASS OF W1N00 W OR S. G D. 7 /8' 1 r ..3/Jr AING NVT • EVERY STUD • 12” 0. C. Cont. (2) EACH s rv o r LAG SCREWS OF STUD, 2' Vox NOMINAL) AND W/ 2' 14:n. POIE7RATION ONTO EAISTUNC STUa *090 HEADER REQUIRED (SEE SCHEDULE) FOR LA'r'. SE'ARAT TO £*ISTwG CLASS OF W1VDOa" OR 5. G. D. 1/1 r iONc LAG SCREWS e 6' 0. C PENCTR PON TO COST?' 11'000 — NG4Ot7t w000 HEADER AT WIPED Conf. 7/6' 6-1— •. 3/J2' MJT • EVERY ST110 O 12 O. . C: 1 /I' I x . Y IAC SCRCIIS 0 6' 0. C W/ 1 27/.12 Min.. PENETRATION" • MIOw10TN OF PLAID ALTERNATIVE 2 L TER Cont. 1/4' / r J' LAG SCREWS O 6' O. C. W/ 1 27/D2' 4fn. PENETRATION 0 MI0w10TN OF PLATE. 7/8' 0 x 3/32' WING NUT 0 EVERY STUD 0 12' a C. HEW P. T. 2' x 6' Cont. W/ (2) 1/4' 0 x S' LAC SCRCItS o EAaf S7U0 (wQ.0TN Or STUD, r Min. NOu1NdL) NNo W/ 2' un. PENETRATION DiTD EXISTING 571/0. ALTERNATIVE 4 NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS GIN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATIVE 5 WALL- INSTALLATIONS SECTIONS A SCALE : 1/•• - LlEcoff;; mut TEA ph? !t U10R1CZR9r0 CONPNWY eDt2 KK J1o Xos ► 3t. 3 2,). � re. 8 t:�eoDd /L xllee • ) Ii» i n. a l�oal.7t - . n G1aIUt.t: A t • 4 - 4.167fJ Con 1 /fI -20 BOLTS • 12' 0. C 1f'/ MIT k HASHER Coot NEW P. T. 2'x6' Conf. W'/ (2) 1/4' 0 r 5 LAC SCREWS 0 C404 STLO (MI0w70TH CF SILO. 2' WI. N0014 AND »/ 2' 1611. PENETRA7)0H INTO EXISTING STUD ALTERNATIVE 6 PRODUCT RENEW JTE RNATIVE 7 ACCEPTANCE No. 0 0 - EXPIRATION DATE og FOR Min. SEPARATION TO £XISIING CL45S OF MN•0W OR S. GO. 1 INSTALUAONS ARE ON v-AU f0/i 0(S1GN WINO LOADS UP TO t 65.0. -72 5t AND PANEL'S LEN r UP Tf? 9' 0' z SURFAC TO BE 50UTNERN PIN£ No. 2 ED R DRY ►►7TH 19 X M N C ' ', SPECIFIC OENSl71' Of 0 33 3. FOR NEW 1400 FRAME CONSTRIJCTTON: M0 0 0 ` u£MGERS TO BE SOUTHERN t PIAE No ` 2 W, S DENSITY OF 0 55 T OR EOUAC. Y , , .?' - °'Er _ -i.€ .•_. • _ ; .s'�°F+ --t3 2: Z". -:,. 1 ,•. � _ -.,.. INSTALLATION DETAILS. ON EXISTING .050" BERTHA': STORM PANE • DADE COUNTY_ �Df�CT DUIIDING COPE _ - - -- Dfirr � • O� tn�� i PRO CONTROL DIVISION . BUILDING CODE L OMPUANCE OFFIC8'( WOOD BUILDINGS :10 �I ETAL� SUPPt ?' 214 .4.,. sovm ri tt 7FTM /L ) } 4 t �7i7 art r s c,o r *pp.., 'w. out CUP 46-3.71 44. 1 /VW APPROVIU AS CDM1rlYIWG W l(I 111E PRODUCT CONI ' . DIV!S.ON 2uftDItJ' COO( COO.'4'UANCC 011CCE ACCIPIANCE NO.C3y- 7 x'1_1 bor./T.:04 MR MAXuALIi4 DESIGN LOAD W P ".1) u4xxitAl ANCHORS SPACING TOR El a - 3 1/7" • • APPocARE 10 sec•ToNs / i ANY 0203,44j O rHra MAxIMLIAI PANa LENGTH '1." (n ) TAPCONS RAwl 2.4mAC MANN PAK CALX-iN cr rAp-cpip 1/2 PANELAIATE-S TO CONCRETE To MASONRY TO CONCRETE TO MASONRY To CONCRETE TO NASONRY TO CONCRETE TO mAsoNgy 70 CONCRETE TO MASONRY # 65.0, - - - --- -77.0 - 6' N/A 3' N/A 6" N/A 3 1/2' N/A 2 1/2" N/A 1 (TOP) 9'-O' OR LESS ---- 12" r 11' 8" 12" 70' 12' 6 1/2' 9 1/2" 9 1/2' 1 (BOTTOM) 12" N/A 71' N/A 12' N/A 12' N/A 9 1/2' NA 2 (TOP) 12" 7" 11' 8" 12' 10' 12" 6 1/2" 9 1/2' 9 1/2' 2 (BOTTOM) 12' N/A i 11' N/A 12" N/A 12' N/A 9 1/2" N/A 3 ( TOP) 12' r 11' 8' 12" 10' 12' 6 1/2' 9 1/2" 9 1/2' 3 (80170)4) 12" N/A 11' N/A 12" N/A 12" N/A 9 1/2' N/A 4 (TOP) 12' 7' 11' 8" 12' 10" 12" -- 6 1/2' 9 1/2' 9 1/2' 4 (BOTTOM) 12" N/A 11' N/A 12' N/A 12" N/A 9 1/2" N/A 5 (TOP) 12' 5 1/2" 9 1/2' 6 1/2' 12" 8" 10' 5' 7 1/2' 7 1/2' 5 (13017014) 9 1/2' N/A 6 1/2' N/A 10' N/A r N/A 5' N/A 6 (TOP/BOTTOM) -- aJ& -- 7 • - T/2- - ----- 8 1/2 ' - ' - 6 :--- - ' -- - - r/2 - -- 7 (roP/aorro;., ) - r' r k - ---- IV /.i * N/A N/A N/A N/A N/A 12' ,, r 72' 6' 6' 6' 8 (TOP/BOTTOM) 4 62.0, -73.3 6' N/A 6' N/A 6' N/A r N/A 1 6' N/A 2 (TOP) 9-0' TO ,c'-o' 6' 6" . 6' 5' 6' 6' 6' 6' 6' 6' 2 (BOTTON) 6" N/A 6' N/A 6' N/A ' 6' N/A 5' N/A 6 (TOP/BOTT0)J) 6' N/A 5' N/A 6" N/A 5 1/2" N/A 4' N/A 7 (TOP/BOTTOM) N/A N/A • N/A N/A 6' 6" 6' 6' 6' 6' 8 (TOP/BOTTOM) • - FACTOR - 1' 7: 7 1 : r 1 1 7 :5„4.. 1.4441 .1, fri/ . 1 1/2 - 4 . - -,- :1 v :..3..,..,...:,.iti.....„.._;.,,,: :,...‘ . —"‘ `.5. 4, " cokr. , . ,-, - .,i..." ,, . ,.... 1 : - ; . .. ;,; R: i i t... ... : t: ,r , r ...,-. ..r.0 .: -- --V "k - --- _l , •.' • ',1,-- - . ..A , .` MAXIMUM DESIGN :PRESSURE:: RATING s A Di' CORRESPONDING; AfAXIMUIPANCH . . „ SPACING SCHE'DULE FOR' INSTALLATIONS INTO- CONCRET.E-: S. STRUCTURES *- . _ * SEE SHEET 7 & 8 Of 8 FOR ANCHORS TYPE dc SPACING FOR INSTALLATIONS INTO 1t1,00 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2 EDGE DISTANCE. FOR E. D. LE5S THAN 3 1/2'. REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS 9101174 ON SCHEDULE BY THE 101.10e4NC FACTORS. (lin. E. O. FOR RANI CA1X-IN ANCHORS & L2CO PANaMATE IS 2 1/2'). , . • . . . • , - _ — • PRODUCT RENEWED 7ILIJTJTST040 & .170;11N1T.R00 COirhurf pHs kr. Jen; st. 31 SIX WI:A.4K COG FL .1.)1•4 Pew*, I rxeya,..ls.x, (...• pospn - /" 1 - 7171 A • • • • ■i.■ • • • • • ■ • • • • • • • a •.• • • APPROVED AS COMPLYING MATH THE SOUTH flfrIDA (WILDING CODE DAT L_OC-TO 9 g ACCEPTANCE No..00 0 6 0 - 0 (/‘ (if 4r t, .. / 6 4:4„.‘ ? BZJILDINO CODE COMPLIANCE OFtICE • EXPERATION DATE 0 (9/0 72_ ci 'Tower coNli S 1.) i Cer)C ; C A :71 TC‘ Irr• ACCEPTANCE NO16 001_1 • It V1'1111,- O.050 ,,,.: BERTH .,-STORAI: PANEL'' W•li• SHOwtlef, E colwri• rr. +55.0, —65.0 /d.4XAM4 DESIGN LOAD W (p. s. f.) +55.0, —65.0 M�Uc 71.1UM7 DESIGN PRESSURE, RATING :. (p: s. t ). -AND „CORRESPONDING; MAXIMUM ANCHOR SPACING. SCHEDULE "FOR INSTALGf4 INTO. CONCRETE ,AND C.B.S. i STRUCTURES TO CONCRETE 70 1IA.SONRY TO CONCRETE 12" 10' 12' 12' 12' 8" 5 1/2 " SEf SHEET 7 k 8 Of 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/4 REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. Olin. E D. FOR R4WL CALK -IN ANCHORS dr (LCO PANELMATE f5 2 1/2"). ACTUAL E. D. cc TAP-Ca1P 8' N/A 5' N/A 12' N/A 12' 12' 12' N/A 12" N/A 12' 12' 12' B' 6' N/A _ 6 N/A 6 - N / 6 N/A 8 1/2' N/A 12" N/A 12" 8' 5 1/2" 4 1/2' TO I44 SONRY N /A APPL►C..9LE TO SECTIONS / d ANY CO"81N4 Or THEW 1 (80770M) 2 (TOP) 2 (80T70M) 3 (TOP) 3 (50770M) 4 (TOP) 4 (80770M) 5 (TOP) 5 (80T70M) 2 (TOP) 6' 8 (TOP /80TT01.1) 9'-0" OR LESS 9' -0" TO 10' -0' PRODUCT RENEWED ACCCETTANCENo. O O 6 o? • 0 4 . EXPIRATION DATE °° 7/2--" RO R ONTROLDIVISION BUILDING CODE COMPLIANCE 07F10E APPROVED - AS COMPLYING 1'jiTU TI�E� SOUTH FL 1RIDA BUILDING CODE QQ DATE.. 1 •• _Q 9 ".1.8 BY _I FR ^.DUCT CON1 R ! DIV S 03 • NJ.; 13 t„ CUD( COMI LANCE OFF ICE 4r.re Tt Ci , fta -oa 7wT TT5T7M0 . t 174004Tfrimc coWr urr q,, XI../OD sL: Sur so . / PP" jJ fl IAN iM 'run*Illnart 050 BERTHA STORA! PAN 1 METAL SUPPLY, Deco �A. sa1>W • H r�0 Y x 3 x .093" .3105 14-14 OR 6063 -76 ALLOY Cont. Num. ANGLE WITH ANCHORS o ,f 0. C. APPROVED AS COMPLYING P /3T1I TI1E SOUTH Tl RID.% BUILDING CODE DAT OG 006-12,t4.0.6-- 19.. y PRODUCT CON k0; D;V:S 03 • BUILD;•G C0fE CO• d'l:tt.CE OFFICE AGcri7 No.98:_o8 ASTERN.; ra.UT: TCS77N0 t o,i u C�M' PA MIN Mw* t I.coJa r3.JO: fw s (14A K�L7TJt �t. 7711. .N 1 P. /LO+0S.L :'' _ 44 0.05 OLD N -131 7/7/14 £RTNA STORM! PANEL AC. SUPPLY, boa 214 vV 'T)y R 3.1441-1747.. art a. K70r'rOI MR A SHOW-, SCALC PRA 7/7/98 au7t= 72 SHIFT, 4 0P S v Ifei `s - p tj «f 2' r t' r .125' 3105-H14 OR 6063 -76 ALLOY Cont. Num. ANGLE CASE A (Plan) SCALE: 1/4" = 1" 3 CONCRETE ANCHORS -;-. O1r0.C. ►/* I BOLT 6 24 0.C. re/JAcKwr CASE 8 (Plan SCALE: 1/4 = 1 ENO CLOSURES DETAILS s' r 4 x 3103 -H14 OR 6063 -76 ALLOY Cont. Nom. AM OR O OR s OR O r 2" r .055 70 x S r .055" Conf. Num. ANGLE OR .090 3,05 -H154 Sl-sEET TJETAL Num. BENT PLATE • CASE C (Plan) SCALE: 1/4" = 1" MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L SCHEDULE 11A7MLIII DESTGGI PRESSL/R£ RAT7N6 w (p.s.T.) +65.0, —77.0 +65.0, . -77.0 +62.0, -73.3 14rr. PANEL LENCTN L (R-) (std' SEcncwS) 8' -0' OR LESS >8'-O" TO 9' -0" >9' -0' TO 10 -0' lie.10 11 SEPARA7)O1 70 GLASS 2 1/4 3 11/16" 37/8" APPLCAOLE TO SECT)ONS I & ANY CCYJ6R 47]ON Of n1EN: `1 THRU8 1 TWO 8 2, 6, 7 & 8 C DE COUNTY r, • 7/7/1V •.` 4 2',"adt CONCRCW NYC" (SC4 § CONCRETEW: A-- Aram . — 1 POURED —/ CONCRETE _, OR CONCRETE DCOCK WALL REOUIREO CONCRETE ANCHORS (SEE SCHEDULE) (SCE SCHEDUL() TO YINIIIL111 SEPARATION T TO CUSS Of WINDOW OR S. C. O. A ALTERNATE EEC L °CAPON 7/4 9-20 x ir Y4' 1WLTS W/ 7/ r britic NUT o IT" 0. C. 0 I 1/4' s-20 S. S. MACPCNE BOLT PI/ NUT & WASHER 0 fr O. C. Cont. BUILD OUT INSTALLATION -- SECTION 5 scacr : 3/e - 1' i' 7- -.-*>•-!,:..-.*::...''''' ''''' -„,;,,- r -....$ . . (St r: scr4cDur) POURED CONCRETE REQUIRED.. • • . 1fOR (S EE CHEDULE )— SEPARATION •r m CLASS Of 1,71.1074 OR 5. a 0. ConL E. D. (E DISTANCE (SEE SCHEDULE OM SHEET 5 & 6 Of 8) ' C 1. 1/4* 1-20 x J/4' Boas */ 7/r 3/31 ANC NUT 4, 7r a C. 1 L 1 coNcRur mocHoRs 11,00Q / (SCE SCHEDULE)— - ---- POURED CONCRETE O. ROWED / OWED CEILING & FLOOR MOUNTING - INSTALLATION — SECTION 6 SC.LC : 3/6 m. 1 NOTE roR cow 81NATION Of SECTIONS : - WAII/1100R/CEILING MOUNTING SECTIONS CAN E C01,18114E0 W Nr4, TO s y r TAL LATIOle ' - . - - - o. CCWC- - -,,,,,rovt0iFY :f: -.47::.T7-: ,!. arc ' ' s PO a ?"' " "-: " ''''' 1 I -.'1','''', ‘''''■ ALrrRtsmr - LL-0 LaCAT*P‘ -- CONCRETE ANCHORS (sir scricput.r) POURED coNcRilr REQUIRED Cont. 1/4' 1-20 r 3/4' DOLTS W/ 7/1( r 3/31 ANC NUT • it 0. C. 1 — (SCE SCIIECX/LE) I fOR I SEPARATION .r TO GLASOR G. 0. 0 /tNDOK . I 1/4' -20 x 1.3/4" DOLTS 11/ 3/31 ?VG 1417 1 72- 0. a E O. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/6 - CNOttra.R1140 0061tonollff ntlir TESTIC e 7 Vogfirel Ce. C7>I1 A 3J 1W Sr s& p • opi)01- ' '1 mos #01. J 71 . ' mg . r.. t -., 1'6.'4 f 1 . ., :... - ',.' - ' 3 '' ?- i' i , -4 ' g'' r711.!, it r : 'Afc ■/-14-7- A . fl u +4 r 6 7-i'-'=.-- -- V4 ,,,,--%' ,12 ' ..,:..1,..12.' - • 7- '- -, '1 - ../.-%-.s.. -- - - 1 .§:•:.: - n.0 0 4/ At el 1 0? 4 7 CVt ? ,. : PAirti.wkrr OR cr rAp „ co etoc ric OR CONCRETE R(OUSTD d • : . • N., - \\)\\\\ \\\\\\ • §, • 3 — (SEE SCHEDULE) FOR I/MAW 50:'ARADON TO 1 GLASS Of *Y•420W OR .S. C. 0. ' //)////r///// I / d 7 t./ POURED CONCRETE - OR CONCRETE - - BLOCK WALL R COUP? ED - - RAWL CALK OR El CO mols/lornar. RANELMATE OR CF TAP--cRip z (sir SVHEDUL() PRODUCT RENEWED ACCEZTANCE No. 0 0 0 6 0 .o EXPIRATION DATE ° / 07 A-4 ° BUILDLN .050 BERTHA STORY PANEL::, WALL MOUNTING INSTALLATION (0 — SECTION 8 SCALE: - APPFIOVED AS COMPLYING MTH SOUTH FLI3RIDA BUILDING CODE el DAT E.p.S__X e) 103 FRODUCT CON III DI V . f BUILDING CODE COMA * t KWH ANC( NOga.2:kall • . • CONTROL DIVISION CODE COMPLIANCE OFFICE DAC COUNTY A . s 9909ri sC'LC Doupvio s.1 sHct7 . APPtIttriblit 5aikiver -Lir tOttg;.!'scg -1.* .D s-mi „.„ , • CONCRCT .ANC I #OR iscr scH (omr) - ' POURfO CONCRETE PEOU RED • - - —1- (EC SCH(DULE) FOR Wi)IUti S CPARATION - s - TO I GLASS OF WRY DOW OR S. G. 0. 0 P0(' RED CONCRETE OR CONCRETE BLOCK WALL RE DUIREO, CONCRETE ANCHORS (sfr SCHEDULE ) OR CONCRETE • POUR ED -/ CONCRETE BLOCK WALL - • " SECTION o ANCHOR • c = 7 • POtt RE12 CONCRETE "N RE OU tRED 1:) • Cot. POURED CONCRL7E OR CONCRETE _ BLAX7C WAIL REOULPE (SEE SCHC DULE) FOR MINOAN SEPARATION ' 5 TO GLASS OF OINOO( OR S. G. D. 1/4 0-20 r EAXTS Pf/ 7/8" 3/.)7 wiNG NVT o ,z 0. C. CONCRETE ANCHORS 4 / 'a per so-fax/co Cont. WALL MOUNTING INSTALL4 TIoN SECTION 2 scALL : 3/e" = 1» 3, •••r EDGE DISTANCC • (SCE SO-fEIXILE ON SHEET S 5 & 6 Cr 0 (S(C CONCF.Z7E RE OUIR CB -\ NOTE FOR COW 81NATICN Of SECTIONS , )i ilex/1;77)i' SecrtoN cAit Be COU8R4L 11 ANI" To Sillf INSTAWITION. c PQtIRD _Y 6 CONCRETE OR C0 ETE aocx erAt. - -• REWIRED c (ft"e` R sg-, A " c r BUILD OUT SECTION 3 (SEE 50-TEDULE) FOR Wh. SEPARATION ' 5 .70 CUSS OF WINDOW OR 5. 0 D. 1/4" o-20 r 3/4' :..TS PI/ 7/5- 3/32' WING NUT • J7 0. C. INSTALLATION SCALE: 3/11" 1' 6 le-AV. ore POtX?E0 CONCRETE RC •-\ (SCE SCHCIXILE TOR 1.4n. SEPARATION S TO GLASS OF WINDOW OR S. G. 0. i ///////)////: POURED -/ CONCRETE - CLOCK WALL • :-.- .7T RfOLTRE . . . , CONCRETE ANCHORS (SEE SCHEDUL() 1 /4 0-20 x 3/4' LP TS W/ 7/fe x 3/32' ANC mut o 72' 0. C. Cont. PRODUCT RENEWED -- ACCEPTANCE No. 00-o6ot•o- EXPIRATION DATE 0 8/07/1.0(q BUILDING CODE COMPLIANCE OFFICE 6.050".- BERTHA. STORAI PAHLT n FRODT CONTROL DIVISION - 1/4' 0-20 W. 1 W/ NVT0»2 ' 0.C : . BUILU-our INSTALLATION . --- SECTION 4" SCALE: APPROVED AS COMPLYING W17 THE SOUTH FLEIO BUILDING CODE ---- i( 9.9- BY PRODUCT CO( DINPS'Oti BUILDING CODE COMP L.ANCE Off it! hCCIP1AECI NOS ? - -A • eOUNlY -4 4 ' 4 7 4 . , • I, 4 • • 2.47o 0 "h" HEADER cot•cPcrr .4. (scr scHcoac) .tryo, At u,"0-4 .7.875" 0 PANEL scALE .vr 40 3 Mox. - u" BUILD OUT I 2. 7 23" I f ; I ' ' CiNCri ANCI pit_ ,.. : -- - I " PANEL YP1C r.11iiRit ' r PANEL a ..t:. atVATION' :,',"--' ''.-..--:::` :,:::' .'.• -_. .. 4 TV-17.0,1K:- , .:-.:,,---,'"--- .'-::'..^:,;,-;S..1, -• " -:4, i - , - 3 - V3i,.. : i;',!:- , :".. 1 .0 ,...____ /1: 16",•Cf...:1,.• ''-,;-,..., ,,,,•.,•. ':-:,- .•-•:,,' e.i/e. 147 CAP 4 '. L 4 -- CILIA( 7 .YSTUDOE'd:''ANGLEij:J::;"? 73 - - • , , ;(;;;; 4 ' - R.062 .09r 7 O SPACINGS SNOW :a $ 571 7 . 0 5. / TM OM Secnaris sf• .3B.T .190 Arivmewhe s"-t 14TAi PWC.S SnALL t-04 3012-401 ALLOY 04 X344i4 ALLOY. ' ALL -1.A.Agy Crn1t/SON1 S441/ BC ec4J - TS ALL Of LP* CS S 0 rtiCrInSC h.0 ITO. ALL SC:; to se sumun 37c1 304 04 316 srArts. : (TS 70 EC - 2024-71 AlUvroVNI AtIOr. C- Cit sTNNtisS 57111 MN 34 III 444.7434 rICLO A4Ct Pad SN X AS foucws: (iisusS OINCRrn-SC horn) - ro ccanvc Povaro cotorAct- - - ye e was Aor.haqs AS uovr,<TURIED Br 1.7./f. RAVSIT OR aco /*VS TFIC1 - CP TAD-G° INo• fectn-t4 s7tiO-CON.1. AS NA err nru-rAs cogp0otAn0 • - f/r • RNA 2.4A4c 14■411 AAA:Hogs As kavAr 51 ThC RAIK Ft L. cco.r.orn 0•C. 0 • Ile Vt C.Atx .644:NCAS 04 aCo Arroof • .P.4'1CLA14rr AS haVotrACTUACD Er aft RAA1. PtLAG 00■40. 440 CICO POLIS7 R/C1 A(sParmat Horts: A 7 ) 14 toulls , ClaIVCAT 1.70 /ccstc0 cotyc;ocrr of rApcot Adva,oRs i 7 3/4"; rog friArt zAktAc bnicki IS 1 S/e; e roR (WO Avg (5 I 7/11*, A/40 1•04 Cr TA, -CFO' .41 / 2 ) 7 Atr AAP% cAuc-N Aso-oss 91.4.11 BC arnAar cvocnoc0 m m Pot.RED Cte.00fre. alromcker 4 57VCCO S441.1. c poonara l/• I -20 SCPCES USED S•iALL &C 1 1/r WAG kes'a/VW 371.E00 CoSr. I .uniotAl fOR WALLS M srvcro. 43) fl CAS( Ng FCAST SrCr< ACITAST COsCRITC PAvt1S. CR PA-CRS OC YOL..0 Crt INC cas *ALL of fl_CCA. ANO-045 SefAil BC 1.044 Orr..'( 70 Ro4a1 nE 44.t.4 STRocrotc ac`121D Suaq Oro:LS AscHOsAst SNAt SC AS 4 0.4 NO1LS At) • . 15C&C. (B) 7 0 alSre4 ccocscrr expo( row - 1/4 7AcC2:44 AA0404S AS /44A1.4X1114CD or tr.,. maser 04 aCo 4.0.15744E5. - Ile • (7P-Go' AvalcA'S 01V7?-i■ 5 AS Alv.co sr r0v c04P00tAr7Yv. - 1/e 4 Rot 14.4pC Wit AACHORS AS 11.4.4-YACrvRco er /7-tr RA11 PWO C0 8C • - Vf • a: 7/Ir ftytt CAIX-44 AYENORS 04 LI 00 mo4 NerK4. "BANELAgdor AS ANKrOCA/PCD nr RIM Aix C0 NO CIRO NIX XSP(CIM1Y. h10713: L t) 1.0.41/ti1 0.13CD Or 740•e ANC/ RAM, ZA4PC MkL rt CCO pwc.m47r9 Avo Cl TAR- otno, 4.170 TIC CCNORCTE MOO( Liar S7-44U SE I 1/". Ve RA" CAtx-rt A.0.04041 PiAll BC anClotr adocoocD Nr0 P•C 0o4A7Crr moat W.T. CAM M D 1+70 sitk sso.u. prgaa 1/4* 4 - 20 S0q(PS VstD SLL EC I 7/2* tamO ki.A4And 5,0:MD S7LX)3 ausr, mo WO4'..A.A4 r04 •-a5 sex 7.0 STLCCO. 93) P1 CASE THU PACCASI 57C1.0 ppicksr CC0.1CRITT fMCLS BC 1 0( 771 (X75714 ArCroceiS S1&41 8C LONG 0.4ovG.i 70 'Wit INC MAW S7PL/C71/RC WED s701 ASCHCOV.O( 57 DC AS kc•cArrp °At moris i al) •• 92) Mt 0 3" ANGLE BUILD our BRAcKEr (c) A .,,,,„,„ 0 . zss ,.,„„,-' , 6 ,,,, ralc ,,,, 7 4 Au. rhc pramjc .470 9 HEADER n•C marocts way 2.723 eHALF PANEL - r .g• - - - I TliRTJ (5.4CLI 2 3 cr e) C4C(J D hc.4/:(RS 2. e 4 9-4ALL 140 I BC uscrl-,__...„2.a2..; _ co DC covnucrcx ro vCREr niC SOt4401 0 at' sTntErt4TC MUT 7t5 TM Jr D•C•Hafe000 COMPANY LOA! " l *ALM? oc-r mut' P: 6 /10RIC44 fias 44167t 4 • cu, 40-3.77 ALTubw . 09 3 - Ltc Lir-Amoy 1 ft129 "F" TRACK 0 REVERSED "F" ANGLE TRACK 0 "f TRACK ANGLE .3/r . r scAa Sif r .12s" By PR CONTROL DIV/SION BUILDING CODE COMPLIANCE OFFICE • riqo . .. - • • A 5704i1 PA,41 &I ftDI DCSVXD 11 AOCCROvEC WITH T1C 0 COL/PITY. 1191 (1)71:4 n-E.sOcir)4 nog,o4 etictoG cwt. ocs..04 A s . 4 invo o rvio !IC ocTr As ca PCR Sit T C44 6 CE ASCC 7-64 ' HO .v,',. --. - ▪ $1M/ PAACL 'S ASCOU4CE FOR 4•PA(T Aro rAn^vC RE 7415 &D4 KPH 44 ACCOR04.41Ct . -75.. le SCCT 2J 76 e 2374 /15ACCrT411 Cr 7? ABK7rf )40M»0 COO( AS PER 44KYC44 rirr .0: LAI fiCFORT / 102201-kt ; W7E S*ArnER r0 • Ar0.0er_D 70 riSuRC pRoPot AycNoRAX 7741 SHo777:11 SNALL 04d4 ec _ ArTACIIED 70 CO 17. si•vriVe M174EAC7VREirS L. SHALL DC PLACCD AT DOITom or LAG., PAP • LAYCL SKA1.1 *CV .45 rou.0142 - CAVERN ICA stPontr. • LM ee #047}( I DAEC cotN1Y PROOvcr COrnnot AprPoYcD. PRODUCT RENEWED ACCEPTANCE No. 0 ° ( fr DON DATE 0 07 2.0 0 3 fAi • APPROVED AS COMPLYING vrill THE SOUTH FLORIDA uw.tric cco:F DAir. Ia_ruL_ 1•5 'I C I f .a s . Pra•itiCr CON1 AA • Ut D:N1 CODE COMP% •.CE IC ACCEPTANCE NO.9S . • CUP "C" -1 X 2' X IfS' X 1' LC:1+C NoTCHEO AS 5.71.7..x.- uppEA i!■SOE',07.1Eit fan) PA.745. • J(5 OT 13Y Yr'LE UST SVSL L0.'Ds 4 2 i t ?!.:E \t-3(r Voco ir star:, • • l' ' tz ic VE.EP 1/15' A. ik?COST • OF AT RTC. STILE ENDS AM! D4 PARS AT tr, QC. SPACDr• 1-1/4t CCD INTO PASE144f • .1 • " UPPER ¼ • C-7o15 • CC ENE e7O.S. 1' CU? Ili:CS All.h.4 I Cut PEA E.Z.CH nx(0 PAma. 'IX-4.M) au rerE CD(TIR (7) 10 X 1/2 S.14 S V.4 Nro.f • ,„ '..7 ::: ',....:-.„ :Ty: ''...-, , • : , , - -'.., ," .. ';- ,4 1,. .! 1 : • '•:i •: ':;f•': ' . ' '' 1+4 miN.2.s1 ;ft': 3)4-V1. 11lE0'trAriS"'':ife:-44:1:::J.3744'.: YH }qt./01i LR6 - rtil/P. SC141..ECL F8i.fl 187t?. 60 3 Th tOp t-rrt O46f6 S u RITY s - t ' TO? PXL AS51'1 sc 10 , , X ;1.7., • . 6 ?Asia. COSS • 7 - 1E - 4001 vxn. C.$ CA )/16 CUSS . 1.10MNO PAND.: 90Froci 9 77A DOITO(.1 PAL ASSY. • 10 t14-4 ROLLF.,1 ,I,SSD.13LY 11 . YE-376 12 - 400S a0i.Lt+C PANES. S.11. WtAflRSThr?P 11.., 17 A.1.0414'.1.1 LCC-.< ASSY. U C 11.AMS PLATED D P.) ST1VCILLA13 f/. Pt 165S7 Cl.15T014 KA511CS o76-3 OK [WY.- 1 SO-32 X 7/1 Pd. 1.4.AL 4. SCREW ALLP1 1 'AMA STEEL W1-4 EEL SC HLGO- SKIOe 4 - SIO 00:1 Ecwv. 13 4... [RAP 14 YE fl (ED PAN EL CO? • - ALUS.11.41.1 r LONO. 3/ ..tAA43 15 - YE-375 pA7ia. ti FAY"( i,{117..O( 5fll - Al.(. , OX P Z.A,54.QC *mi STEEL ) • • CA3A . • le sr )-r..krnEAITRIPPt.40 CU ST C .sis 042.4 2) L.10 X 1-1/2! 114. YA *case u?pol'fail LOWER FACE ANCLE;CUP,.:4„:' Ire E (ALL • 23 1H 4 53 PA.S OltSILO 14,17.AZKY, ''l. TX. C . ..t 5 E1. 27 . 1:49P F d;: (1, r u mI PP w rif , , ,, c CzA up f27 1, -f 1 1 :!;7:61 , ru r P SEALANTS; PER1LIETER TO BE CAULKED WITH VIJIXE14 POLY1)311ANE SEALANT 03 EQUIV. ALL. FRAU ANO pAtIEL JOINTS, INBOARD k OUTBOkRO EDGES or nxeD PANEL T0 J3 UPTO 4 /AL CLIP ATTACHED TO HEAD. & SU. PF..),IBER S A D HEADS Or Alt A.ssELtaiy St ANCHOR Sr.:RE:WS TO BE SEALED MTH PURVIS 00mP0UND 401 SEALO-it 03 EQUIVALEN7. A PPR0?ZOSC\U4 Di; sov FlOczak EF.Aux.re, 000e cLAT 1 1 6Y_ ,Inann PROX • TROL CVLSal • 8(0.11. CalPLAIX'Z A CI:' t x") 01- OG07.03 W97 DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DIMS. A/8 19-1/8" 26 -1/2" 37" 53-1/8" 19-1/8" 26-1/2' 37" 53-1/8" 19-1/8" 26-1/2" 37" 53-1/8" 19-1/8" 26 -1/2" 37" 53-1/8" 19-1/8" 26-1/2' 37" 53 -1/8" A/B 26" 38 - 3/8" 50 -5/8' 63" 74 -1/4" 3/16" ANNEALED EXT. (+) 77.9 57.3 57.3 56.4 77.7 56.2 62.0 54.8 40.3 .38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 INT. (-) 77.9 57.3 57.3 56.4. 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 1/4" - ANNEALED EXT. C +) 120.0 88.3 88.3 76.7 104.9 86.6 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 90.4 59.7 37.5 INT. < -) 120.0 88.3 88.3 76.7 104.9 86.6 62.0 54.8 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 90.4 59.7 37.5 3/16" - TEMPERED EXT. <+) 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 1 10.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. < - 183.9 1 38.8 129.2 1 1 3.3 154.9 1 26.8 908 87.6 143.4 113.7 90.8 66.4 137.1 106.3 85.1 63.2 1 1 33.5 102.2 80.1 63.2 YYIND0 DIMS. 3/16" - ANNEALED 1/4" - ANNEALED A/B 24" .36" 48 " 60' 24" 36" 48" 60" 24 36" 48" 60" 24" 36" 48" 60' 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60' 24 " 36" 48" 60' 24" 36" 48" 60' DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) A/B EXT. (+) INT. C -) EXT. < +) INT. C -) 24" 36" 48" 60" 72" 84" 96" 108' 120' 62.1 62.1 62.1 62.1 62.0 62.0 57.2 57.2 62 1 62.1 41.4 41.4 41.4 41.4 39.2 39.2 62.0 62.0 41.4 41.4 31.0 31.0 57.2 57.2 39.2 39.2 52.2 52.2 30.0 30.0 95.6 95.6 9 4.2 94. 83.7 83.7 78.5 78.5 94.2 94.2 63.8 63.8 62.9 62.9 49.8 49.8 83.7 83.7 62.9 62.9 47.8 47.8 42 1 42.1 78.5 78.5 49.8 49.8 42.1 42.1 38.1 38.1 75.3 75.3 39.8 39.8 34.3 34.3 49.2 49.2 34.5 34.5 46.6 46.6 31.4 31.4 45.3 45.3 72.2 72.2 68.6 68.6 66.1 66.1 - - 51.6 51 6 rRtio(ycr R$V15to s Cede die P1or1i}a Ateepteeee 02 - f3•a/ 07 Cos 3/16" - TEMPERED EXT. (}) 1 1 1 10.0 110.0 11 1 10.0 100.3 98.8 88.3 1 10.0 98.8 75.2 75.2 1 1 0.0 88.3 75.2 60.2 11 82.4 69.5 60.2 108.1 78.6 64.9 105.9 76.0 61 8 104.3 74.1 103.0 72.7 Eru OR. HUI+ AYOUN FAR STRUCTURES Fu. FE 16537 002 INT. C -) 1 40.0 139.0 123.6 1 1 5.8 139.0 93.3 93.3 88.3 1 23.6 93.3 70.0 70.0 1 1 5.8 88.3 70.0 56.0 111.2 82.4 69.5 56.0 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 t e"r J 0 0 0 0 c r-. vi c 0 . j u v 0 b 0 r c 4 0 0 0 0 5 a N 0 0 drowing no. W47 -11 ) 5 'It -316 CO-T van /4,/uAr3.k4 1 D..X1 /V. pc f 16 tt-Y3 6D-T 643— .374 ny_m_EAsrt. Cil? ■1-3T7 6.3-1 ' - , t.••r - - - tirtra. --44ZUP - 4.4 •C) 0144,.• re qr. O. ►rJ1 iiNts FN?.JGO SI FNCTLP _ !Lk PC / 15 -7 1 Tii1S STT�iitTUP.E rS Ors' , c4 a) AS PER TNC SOVTN riO4iDx B'J:_Di1,C ,2 CODE 19 94 COmON1 FOR DADS COUNTY.. ALS9 FOR WIND LOADS ' +` AS PER ASCE 7755 l.)51:00 CO .v ESPONOiNC LOAOS. i C'OO on:v4s, FPJPZAIY TO TRWViIt LO'.Y3 TO pi( STFVCTLRE. '+.•. C. )AS `.Ji%,LL ac AS U5Itt. SPAGL1) . 0 S'+O N ON OCTNt3. ".' f11C11 C-1BEOuE'.1 TO E \SE II..TEA:AL SR41.1 OE BEYOND OR ESSfNC OR STUC 0. ATZSOC oh3OOMP1Y1!41V."T11TUE ;f C1UTNROF1flk6uwlrr . DE 0.1 Ate 0 9 2 tr r ®- j,P ?ROVFP CONFIGURATIONS oxo. oxxo .. I 21" 21 S `1 21' 6 21 21' 6_, I � -4 1" AKE1S '1T1113 3/ 15' 'IZMP ERRED GLASS P /.`;EL 111OTH 36' 42' 40' 5G' 30' 35' S 2' ?Anti. TTDTaS AR?, AVERA E DOTI HEIG`iT 60 -;/2' 95 -1/2' DiSI N LOAD - PSI' EXT. 50,7 5i'.7 51.7 50.7 5^.7 53.7 50.7 49.3 PO. 70 5 695 617 56.9 53-4 63.9 SLIDING GLASS DOOR SERIES 4000 COMPARATIVE ANALYSIS CIIART BASED 04 CPL -5322 OF O-4-25 -91 1TS1 SZC 191- 11/16' X 95 -1/2' (Otto OSG4 La 4. ♦45.0, = -450 PSF 1*ATAINfl rp&TTOV,TES1 -� 7.5 PST T19 CUSS 3/16 } 1 tT L P - -- -(SET SCH(DULE) rOR M.. SEPARATION TO EXIST iNC CLASS Of wiNDO) OR S. C. D. w000 HCADER RECXIIPED 1 /4' it le 1 yr LAG SCRE1YS 0 6" 0. C. 114% 0:7 (01 LAc scRors, ey 27/i7 U., ocisriec' x•000 HO•0p?. f' A ALTERNATIVE 8 /4• • -20 S. S. DOLTS 0 LT 0. C. w/ NTIT k WASHER 11;n. ALTERNATE LEG - LOCATION Cont. ALTERNATIVE 9 1 ConL 1/4 1-20 r BOLTS W/ 7/ a x I" Min j .3/37 WING NUT 1 Min. 1/4' 1-20 S. S. BOLTS 0 12 0. C. Pf/ NUT & MASHER. NEW P. T. 2 x 5 Cont. W/(2) 7/4 x 5 LAG SCREWS 0 EACH 57110 (APO1071 Or STUD. 1- Mn. NOMMAL) AND w/ r PENETRATION INTO OSTING ST110. SECTIONS A •:; ' NOTE' FOR: COMBINATION or SECTIONS:: : 17.00RAWALCkEEIUNG. !MOUNTING SECnON? • com swat pr ANY TO' SUIT' ANY STALLAT 4 w000 HEADER RfOORED - (SEC SCHED(AE) roR SEPARATION TO COSTING GLASS of KNOOw OR S. C. D. ------ WALL MOUNTING INSTALLATIONS • kroto rrwsScs OR 0' 147, a c us.wm; * V4 . 150;;BRAs:!..s.i-;1„ir6,60rRevn,?is040,. RA/7(R /51 V 4 - -' S -,-. ' 0 Z4' 0. C PLOLAR1 , • fOS,. UP, ro V-9: AND - .., , ,,,, ,,:, 44c --- '-..---,-•?,,:;-?,,---,•,--. -4 Q r0 6- 9*--0 0' .: C Lo n>q t. OR 9 : 4147 / 45, ,:tr - '.;, o - 20 (tog rr•or./hmoti *-:.----' pAttcLuA Tr' o - pr 0. c. • W/ --,'-' 1 7/6' Lee% Pincnunori51 - - TOR SPAN uP TO 9'-d. SC, : V - 1 (sec sc, cm r). rc SEPARATION ro EXIS119G GLASS Of MOON OR S. G. 0. PRODUCT RENEWED ALTERNATIVE 10 ACCEPTANCE No. 0 - Q 6 0 Z. • 0 4.. EXPIRATION DATE 08 7 7,00? 7/4' • • 1 rlt LAC SORCreS 0 4' 0. C. Cont. BY ( ?RO� CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE • OF RATr .4.7r- O. 0, x-6.34_7, Lcx,,,G_BRAss- - _ 1/4" 0 x 2 1/2" _ BvSH Ix/ 1/4" • -20 x scale-a • s. s. s. S. 0 1 r 0. C. FOR SPANS LIP 70 5'-9' AND 0 6' 0. C FOR SPANS LIP 70 9' Vox. OR 1/4' e -20 ELCO rn.ok/forore PANEWATE 0 12' 0. C. w/ 1 7/8' PENETRATION FOR Soots UP TO Se-Cf. ALTERNATIVE 1 INSTALLATION DETAILS 3 . .ft'Vjggiefft'W • e , ° NOTESif 7, INSTALLATIONS ME ONLY VAUD FOR DESICIVWINO LOAOS,CIP TO #65.0. -Z.2.0 pst'ANO PANEL'S LENGTHS UP TO 9*-OW Z NEW 27 i 67„ P. T. 70 BE SO(1171ERil PINE No: ?; SURFACED DRY A 5 f r C I Pq- , X rat kifii_,:Irefrodin.A. o'oliSTWUCTiONt ri ro ac spirecia:; 4 pINE,NoZ2iylig Fccool ocrys1re,or4 o.sa rawitItv- attifif4t' .a Nor s 6' R. Com: re000 we(2) VI 5" I. s 6 LAG scRnys rd. CA4 RAFTER OR TRUSS.. LOCATE SCREW AT 14 Of' EXISTING W000 wrustR (2' an. • mohartAL roon4) - L4n. PENCTRATVI. 1/4' • -20 x 3/4 0L T5 w/ 7/5" • WING Nur 1 2' 0. C. 2 ' : 5 ' WOOD. 0CC.X RE (NO f 0 ALLOWE 0) 1 500' 7 1. rs. 0 6' 0. e -(SEE SCHEDULE FOR 1.41. SEPARATION '5' 70 EXISTING GLASS Of WWDOW OR 5. C. 0. Cont. 1' x 4' x 1/3' ,v;e1. (605.3 Akim. 1118E W/ .500' (2) 5/;5' 0 0. 4' L40 SCREWS TO rAcii L A °C.4 1' koO Exarr.1 11 • u0/13z • minnIAL w-7017-4) w/ I" 0 PENETRATION. z R fi vi g 0 pm b ;c0( 4 .! (1+0 rposN ALL 00E0) o Cont. bill 13.1. 1111111111: : : o hb, Elovam.. 11 111111. imme 1 ro co 111M11111 .5.1.Ac... ;/ so )vg Mir 0 • 6" O. C. 0 1 77' O. C. ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATIONS _ SECTIONS B scAtc ve i ON EXISTING WOOD BUILDINGS 003,,rIins 100,Ln-133y 1. wo‘csd nztisss o 24' C - . PCOVIRCW"'.V Cont. oco3 TWSSCS OR RAFTER • 24' 0. C. RCOUIRCO t • on t. - (SCE SCHEDULE FOR Min. SEPARATION '5' TO DIVING GLASS Of' remoow. OR S. G. 0. ALTERNATIVE 3 5/16 • • 1 T/2' LAC sCPOs'S • 4' O. C. 9.. Nelet • 6": P. r Cont.' w000 Pure Ay(?) 5/16' It LAt; sC.PCwS To C4CH RAFTER OR . LOCATE SCREW AT oas TING seX)0 MCl/OCR (2' 1.1;n. NOMINAL raorii) w/ t Aga. • • • PENETRATVN. r" x if 1 IA,. (606.7-T5) • ' Ahrn, AVE W/ LAG .RE'h'S TO EACH JOIST. LOCATE SCREW AT Y1000171 Of • cxis w00 waratR min- NwiNAL TH) ix/ 7' Ilk PENETRANN. ALTERNATIVE : AMMO AS COMP! MI Wag THE - - - S. LiRIDA WILING CODE On -1 C. .. • - -- rd PRODUCT CON DIV S 03 IsUllDiNG CODE COMPLIANCE CIIILICI ACCEPTANCE re I II LI I ra mut rarrNa Docattlitimo COmPANT st3P3 Pl it JD"; St. pi. :sit, rinv44 Cmpal 3.11Da 0.050" BERTHA-T. STORM PANfL FOR 1.4n. SEPARATION TO EXISTING GLASS OF w1NDOW OR 5.6. D. 0 (SEE SCHEDULE) FOR 14n. SEPARATION TO EXISTING GlA55 OF WINDOW OR S. C. 0. ALTERNATIVE 1 (SEE SCHEDULE ALTERNATIVE 2 LtTER TI Cont. I/4 1 r f LAG SCREWS 0 6" 0. C. W/ 1 27/.)2 ixn. PENETRATION 0 MICIWION OF PLATE. •• g vas- - SCREWS 0 e O. C. w,/ 17/3r kr.n. PENETRA_ 0 )!.nowtOni - 1" Conf. to 2. 0 7Ar WING MJT 0 EVERY STLIO 0. 1Y: 0 0, " 7/EF � x 3/32 IP7NG NUT 0 EVERY MO • 72 o. C. -(SE( SCHEDULE FOR k4n. SEPARADON TO EXISTING GLASS Or WWDOW OR S. G. D. r. 4" CAG SCPC4S, 0 - • • . f - 274,1j: Arm PENETRATION To cs 0 ,000 HEADER REOORED vg- • • 1 yr LAG scRrws 0 5 0. C. • • 2/5" • r WHIG NUT 0 EMERY 51110 0 7r o. - Cord. ALTERNATIVE 4 Cont. 0 NEW P. T. 2 6 Cont. W/ (2) ye • g LA C PAMT,c• EACH STUD (utowtons of 571.10, r w;n. N0ug440 1.4n. PENETRATION INTO EXISTING S71.10. - • - NOTE FOR cOMBINATiON or SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED iN ANY WAY TO SUIT ANY INSTALLATiON. WOOD HEADER REOUIRED - (SEE SCI-CDULE) FOR Wm. SEPARATION TO EXISTING CLASS OF WINDOW OR S. G. O. rc wk,. SEPARATION TO EXISTING CLASS Or WINDOW OR S. G. D. /14 r 4• S. S. Y. S. 0 tr a C. .: - - -• ---- •• -,---••-• ;‘ - - -':)=---,-. '----:i:•:.;:,t). UP TO :1-6 ■ 5 7 0 •: ,- R - -,;* . ":. NTES: -". --- ' ---*--, ' , %: - !=r-f - '"L- •",---- " -,--- -, DESIGN yeINO --- o ,,,,,d ARC ONLY - fOR 7 u p, To 9' -0 4,7;c't:..4.-,-?....; __,'=-' . 17 • 7 : INSTALL,Iii - . •.,, f AN0 pm.._ 2 : stifyi, CEO D Fl 1 L0'6111-7 UP ';-- Kr Pr11 :;.; -, "- •-■ 7Z c!' ps ---- .----'---'' - - ii pliVC tio• • , .. '`'-'' T - TO BC S P UME „ I I N ,0". o r 0 5 . 5 . *:;- • "- "* . ' - ''''' f • -• ' ''' 2 NEW Au m. C )-)./ S Cie-7 ,=1 TO BC soem-1(61 o ,.< 19 X ...-„ T. • ' '' .." -isiTR-ticylakk.. 0um.::;.:;!,.,3,-.2.u_,.,..4-,Afi;t.,,,Iletq__...0 ,4 Oime Nv: ,. .441 ,,,,,,s,...-41.451-k:t• `, ,.. . ,^ ' ' - . - '-- -r*-- iwbo n z ' ulL7 c° Y‘ Or " 01? - -1,-e .. k .- € 1 .':= 1 :" -4 ;:• . '"if,": - . - -1 .7 -i41)..,#.- . A;-& 3.( MR: IV -...t. 2 .. wi.. sPECIDO- Dell,Siz - 3, 1 a r - 72 No nic e 'v/ 4 9 x 4 i°ela L4 s Cq'CirS 0 5 o. - w .11; t i 4 Cont. Cont. 0 7/‘ 0 r .3/.32" wilyC ma • EVERY S TLO • ir o. c. 1 4 r .)25 (ixn.) • 4506J-75 A/vrri. rue( (Cont.) (2) 1/4' 0 x LAG SCREWS O EACH srvo (1.110MDTH OF sal°, r krol. N04.0NAL) w/ t ftIi. PGY(7TZA1)ON INTO EXISnAC 57VO. • • • 6 " AS St00r 7/7/94:14, 41.4 te.0.0 4 HEADER fil 1 so-it FOR Vrk, SEPARATION TO ri51ING GLASS OF WIVDOW OR 5. a D. A 1 1/I LAG SCREWS Q r o. C. 1/0" 0-20 S. S. DOLTS • it 0. W/ MJT & WASHER Cont. 0 Cont. 0 7/r • r .1/32 wING MJT 0 EVERY SIVO 0 If 0. C. NEW P. r. 2" x r cont. w/ (2) 1/4" 0 r 3 LAC SCREWS 0 EACH STUD (u017-1 Or 37110. 2 NORINAI) APO )0/ r Un. Paermnoti INTO Ers 5T7.10. • ALTERNATIVE 5 ALTERNATIVE 6 AccE 6E rRNATIVE 7 z : WALL_ MOUNTING INSTALLATIONS EXPIRATION DATE (9 3 2.0 /TROVE() AS COMPLYING WIT II II IE DY PRO NTR V3S;ON SECTIONS A scAx 1, r I/ l9H BUILDING CODE COALPLIAICE OFF/C: co0L D I RAT Cr :WILDING CONE - INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FuoucT coto DINitS.ON ;WILDING COPE COMPLIANCE WIC wC00 HEADER A (SEE SCHEDUL() FOR SEPARATION TO EXISTING GLASS Or ww 00W OR S. G. 0. 7/Er I' • - • • • WING EVERY giro o 12' a a 1/4' s .3 LAG , SCRCYS r O. C. WI 27/31 Wk. PENETRATION 1110W10171 or MATE accIPTANr,E No.c3Y3--P AsrEkg, METAL SUPPLY, .3.000 214 A... ).-1. 140cE nortS. fl, hh' 5:44 4314,'N'axi,44Nr444-44664:.4.111:72.7;c.4°°41i" 7" 41.41:: KR a. acicarvcr our - ant a. acxxv•aaa *`a awe n mat/Jet t 44167 b 5 f.,14: - .4.4.).,<1444 .4) • • • , ' • . , - • . • riADE.COvYrr- 98 172 ftiVrie • AMXIM UM� DESIGN; PRESSURE: RATINGS' W' ( p.s.f) SAND ='CORRESPONDING V MAXIM UM ANCHO SPACING SCHEDULE FOR INSTALLA INTO CONCRETE4 AND ° C B.S. STRUCTURES Int • Pd1( IOOV..OI ir"a$ .$ 44 CO ,.-ae, APPROVED AS COMPLYING VTITN TINE SOUTII Fl TIDA fARLOING CODE 041LOe -fo ,e ,,_Q 9 - 1:--, ACCEPTANCENo.00- O602 ■ (3Y_ - _ �- fr `- EXPIRATION DATE 0 8/ 0 7 / Z o o. PRODUCT CON1f�� (NV S !ti ■ - . ' CUitOfnG CCU( COMM .AM I e1 11r PRO T C • NTROL DI�S10N.., �CCEP1Aa .. rr 0 - BU CODE COMPLIANCE OFFICE `x t vi{ 0 0 BERTHASTORXI :PANE ASTERN' METAL SUPPLY; l. I MAXW LM DESIGN LOAD )f - ,'65.0, - 77.0 TO MASOWt TO CONCRETE N/A 3 1/2' • 62.0, -73.3 ItAK1L 7.I ANCHORS SPAC$NC TOR (. 0. - J 1/1 •" TAPCONS TO CONCRETE 6' 12 12' 12' 12' N/A 12 10' 12' N/A 12' 17' 12' 12' 12" 12' 9 1/2" 8 1/2' N/A 6' 6' 6" N/A TO MASONRY N/A 7' N/A 7- N 7' N/A 7" N/A 5 1/2' N N. N/A N/A 6 N/A N/A N/A RAWL IAIIAC NNLD1 TO CONCRETE 3" 11' 1 1' 11' 11' 9 1/2 . 6 1/2' - 5-- T / 2: -.. N/A 6' 5' N TO MASONRY N/A 8' N/A 8 " N/A 8' N/A 8" N/A 6 1/2' N/A N/ N / A N/A N/A N/A N/A RAM CALX -P1 CF rAP -CTP PNA ro CONCRETE 6' 12" 12' 12' 12' 12" 12" 12' 12' 72" 10' 12' 6 6' 6' 10" 12' 10' l2' N/A 12' 10' 12' N/A • 12 8" N / A 10' 12' N/A 5.1/2' N A 6' 10 MAS0A Y 10 CONCRETE TO iNSONRY N/A 2 1/2" N/A 6 1/2' 9 1/2' 9 1/2". N/A 9 1/2" N/A 6 1/2' 9 1/2" 9 1/2 N/A 9 1/2 N/A 6 1/2' 9 1/2" 9 1 /r N/A 9 1/2" N/A 6 1/2' 9 1/2" 9 1/2' N/A 9 1/2' N/A , 5 " 7 1/2' 7 1/2' 6' N N 6' N/A 5' N /A N/A N/A 6' APPLfC48LE lo SECnONS / & ANY COU6Y:4770N CX" TNEtI 1 (TOP) 1 (BOTTOM) 2 (TOP) 2 (BOTTOM) 3 (TOP) 3 (BOTTOM) 4 (TOP) 4 (BOTTOM) 5 (TOP) 5 (80170M) 6 (TOP /BOTTOU) 7 /B0TTOM 8 (TOP /80TTO14 2 (TOP) 2 ( BOTTON) 6 (TOP /BOTTOM) 7 (TOP /BOTTOM) 8 (TOP /80TTOM) MAXIIIUIM PANEL L(.NGTH L (t.) 9' -0" OR LESS 9'- D' TO 10'-0" * SEE SHEET 7 & 8 Of 8 FOR ANCHORS TYPE do SPACING FOR INSTALATIONS INTO »000 FRAME BU/LO/NGS. * k AI.4X). UU ANCHOR SPACINGS ARE VAUO FOR 3 1/2 EDGE DISTANCE. FOR E. D. LESS TMAJI 3 1/2", REDUCE ANCHOR SPACING 8Y 1j(LTlPLYTNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E D. FOR RAWL CA1X -1N ANCHORS & ELCO PANELMATE 15 2 1/2 " ). II T Trait _ - COMPANY cos O +t i� q nilG Jesi. sc. si« !tx w+mW Gvrod it 1$•$4 • : !.wets$ ]saoes COVNTY Stg. 7/7/9 e 11: CIA y' ACTUAL E. 0 . , FACTOR ` rAPCO ( /ZAM C wwM/ - PAWCLMATES .` RAM. CALX iN CP PP-GR1P 3` 86 Y • 75 ' .: K. = lb't T• -... ...::5: '. ' � .. ._�. �.... �._..,.� _:� .>�� ::�.� Y.� _i "rii _,.- v� =s:. >s ' S uG .-;. i•�.5.�. ��.ar'.Y ,:i� ".. _': -. < AMXIM UM� DESIGN; PRESSURE: RATINGS' W' ( p.s.f) SAND ='CORRESPONDING V MAXIM UM ANCHO SPACING SCHEDULE FOR INSTALLA INTO CONCRETE4 AND ° C B.S. STRUCTURES Int • Pd1( IOOV..OI ir"a$ .$ 44 CO ,.-ae, APPROVED AS COMPLYING VTITN TINE SOUTII Fl TIDA fARLOING CODE 041LOe -fo ,e ,,_Q 9 - 1:--, ACCEPTANCENo.00- O602 ■ (3Y_ - _ �- fr `- EXPIRATION DATE 0 8/ 0 7 / Z o o. PRODUCT CON1f�� (NV S !ti ■ - . ' CUitOfnG CCU( COMM .AM I e1 11r PRO T C • NTROL DI�S10N.., �CCEP1Aa .. rr 0 - BU CODE COMPLIANCE OFFICE `x t vi{ 0 0 BERTHASTORXI :PANE ASTERN' METAL SUPPLY; l. I MAXW LM DESIGN LOAD )f - ,'65.0, - 77.0 TO MASOWt TO CONCRETE N/A 3 1/2' • 62.0, -73.3 ItAK1L 7.I ANCHORS SPAC$NC TOR (. 0. - J 1/1 •" TAPCONS TO CONCRETE 6' 12 12' 12' 12' N/A 12 10' 12' N/A 12' 17' 12' 12' 12" 12' 9 1/2" 8 1/2' N/A 6' 6' 6" N/A TO MASONRY N/A 7' N/A 7- N 7' N/A 7" N/A 5 1/2' N N. N/A N/A 6 N/A N/A N/A RAWL IAIIAC NNLD1 TO CONCRETE 3" 11' 1 1' 11' 11' 9 1/2 . 6 1/2' - 5-- T / 2: -.. N/A 6' 5' N TO MASONRY N/A 8' N/A 8 " N/A 8' N/A 8" N/A 6 1/2' N/A N/ N / A N/A N/A N/A N/A RAM CALX -P1 CF rAP -CTP PNA ro CONCRETE 6' 12" 12' 12' 12' 12" 12" 12' 12' 72" 10' 12' 6 6' 6' 10" 12' 10' l2' N/A 12' 10' 12' N/A • 12 8" N / A 10' 12' N/A 5.1/2' N A 6' 10 MAS0A Y 10 CONCRETE TO iNSONRY N/A 2 1/2" N/A 6 1/2' 9 1/2' 9 1/2". N/A 9 1/2" N/A 6 1/2' 9 1/2" 9 1/2 N/A 9 1/2 N/A 6 1/2' 9 1/2" 9 1 /r N/A 9 1/2" N/A 6 1/2' 9 1/2" 9 1/2' N/A 9 1/2' N/A , 5 " 7 1/2' 7 1/2' 6' N N 6' N/A 5' N /A N/A N/A 6' APPLfC48LE lo SECnONS / & ANY COU6Y:4770N CX" TNEtI 1 (TOP) 1 (BOTTOM) 2 (TOP) 2 (BOTTOM) 3 (TOP) 3 (BOTTOM) 4 (TOP) 4 (BOTTOM) 5 (TOP) 5 (80170M) 6 (TOP /BOTTOU) 7 /B0TTOM 8 (TOP /80TTO14 2 (TOP) 2 ( BOTTON) 6 (TOP /BOTTOM) 7 (TOP /BOTTOM) 8 (TOP /80TTOM) MAXIIIUIM PANEL L(.NGTH L (t.) 9' -0" OR LESS 9'- D' TO 10'-0" * SEE SHEET 7 & 8 Of 8 FOR ANCHORS TYPE do SPACING FOR INSTALATIONS INTO »000 FRAME BU/LO/NGS. * k AI.4X). UU ANCHOR SPACINGS ARE VAUO FOR 3 1/2 EDGE DISTANCE. FOR E. D. LESS TMAJI 3 1/2", REDUCE ANCHOR SPACING 8Y 1j(LTlPLYTNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E D. FOR RAWL CA1X -1N ANCHORS & ELCO PANELMATE 15 2 1/2 " ). II T Trait _ - COMPANY cos O +t i� q nilG Jesi. sc. si« !tx w+mW Gvrod it 1$•$4 • : !.wets$ ]saoes COVNTY Stg. 7/7/9 e 11: CIA y' • ALTERri4rc EEC LOCATON I3 en... ?317.4!=21:4-b.P1.44t 41"44X.6)47"61"jeritiMij''.;76'. AL ' fiCARIO4 lie 441 67 • 1- I C C I) ///)/f////// V POURED —/ CONCRETE . - OR CONCRETE °LOCK WALL RCOuiREO- (SEE SCHEM() TOR SEPARATION 'S" TO CLASS Of priN00w OR S. C. 0. AL TERNA TE LEO LOCAnON yr 1-20 A • / TS W/ 7/ r 3/32' ONG nvT 0 1r 0. C. • CONCRETE ANIH0RS (SEE SCHEDULE') 04 Conf. BUILD OUT INSTALLATION -- SECTION 5 sc.gr 3/f - 1/4" 1-20 S. S. 1440 BOLT w/ ma' k WASHER 0 72' 0. C. COHO f ETC ANCI#ORS1-' . (SEE SCPEOLAE):: C 0. ROL/R(17 CONCRETE ED I SC (S rO 1 EE hcA.1)--, fOR Azto./t/I.1 SEP/CRATON ' r DO CLASS Of ENDOW OR S. C. D. Cont. CONCRETE AtRS .. ......-1 1 11.00Or • _ / (SCE SCHEDULE) • -- - - ' POURED CONC.Ht. L C O. / REM RED . CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 stAX : 3/8" - E. D. - EcicE orswicr SCBCOUte 0:Y SHEET 5 ci• 6 Of 8) 7/4' 0-20 1 3/4" BOLTS w/ x 3/31" ItINC NUT • NOTE fOR co RB1A14 nOti Of SECTIONS : - wittlflOOR/C6f.WG 140 .SECTIOP s CAN LA BE COmBINED w ANE_WArr0 AL CONCRETE v! (SEE Salta/LE) POURED coNcRi7E--/ REOUIRED • Cont. 1/1' 1-20 r 3/4' 00iTS W/ 7/6" it 3/37" ruvO HUT • 71 o. C. 7 — (sir so-cm.f.)—J FOR WiH11101 SC PARArION S' TO CLASS OF WiNDOK 1 OR S. C. 0. 1/4' -20 x 3/4' BOLTS r1/ 1/8' x 3/32" PrINC NUT 12' 0. C. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8' £0 cr TAs7-cRie„ prIka ' (LC 0 aro /roma , (SEE _SCHE OM() POURCO' CONCRETE cog coNckur BtfX1C WALL • POURED CONCRETE BLOCK WALL RCOUIR ED (SEE SCHEDULE) frY? sEPARATTON "s" TO CLASS Of w7t.00w OR S. C. 0. RAWL CALK-11 OR aCO m.,/./f-nt. fA.NELIJATE OR Cf TAP --CRAP (SEE CHf:DUL PRODUCT RENEWED ACCEPTANCE No. 00-0 6 o EXPIRATION DATE DY FRO CONTROL DIVISION • BLTEUDLN CODE COMPLIANCE OFFICE .050": BERTHA STORM PANELj .•, " • 4.13. WALL MOUNTING INSTALLATION (D. A) SECTION 8 - • SCALE - 1' APPI3OYI.D AS COMPLYING YVITI4 THE SOUTH 117SIDA BUILDING CODE DAT 14- a itrig? fROOUCT CON o.); Div . BUIL DING CODE COLIII AXE Of IV ACCLIIANCE • a40( COUNTY .4S ii#Citer4 SCALC . • ■ • , • x ,. i .093 3105 N -14 OR WITH ANCHORSr Conf. Alum. 1?" 0. C. ANGLE' MAXIMUM DESIGN PRESSURE RATING I (P' s.f. ) AND MAXIMUM PANEL LENGTH "L" SCHEDULE CORRESPONDING _ - - - APPLC,BLE TO �Iy�tNS/ SfPNFA7)ON SECTIONS & ytt cCiIP F4Ph }Ur. G (n 1F1+rTH ANY COMBRIA170N eocccuRF RATI � �n �rwc1 '° (�t55 OP THC11 �,ppgDV;D AS COIhFU'1 ";G tivtTH. Tllf PRODUCT RENEWED SOUTH TI RIDA BU'IMNG CODE __ �nT 0� ACCEPTANCE Nan b 6 02- 04 EXPIRATION DATE 03 O S O PRODUCT CON hX D'V'S 03 Ls BUILD;NG CODE CO:Arl.P.CE t)ifICE PRO' . CONTROL DIVISIO CS 1 :•: Ct 10 BUILDING CODE COWLIANCE OFFICE mAxruuM DESIGN LOAD W' (p. 5.0 . FACTOR . 14.4.muAl ANC1 SPACING FOR C a - 3 vz- .. -- _ . APPLICADLE TO srcnores / & ,wr coue.oi4norr OF THEM WAXMAN PM'El Liwcn 'I' (to TApCONS of TAp , RAm. ZAmAC /wpm RAM C4IX-R4 GP TAP- GRIP PNCJIATES TO CONCRETE 70 WASONRY TO CONCRETE To MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE ro MASONRY +55.0. -65.0 . . - - a nyA 4' N/A 8' N/A 5 N/A 3 1/2" N/A 1 (TOP) 9'-O .. OR LESS 17 8' • 12' 10' 12' 12' 12' 3" 11' 11 1 (BOTTOM) 12" N/A 17 N/A 17 N/A 12' N/A 11 " ;LI/A 2 (TOP) 12" 8 72' 10" 12' 12' 12' . 5 11 11 2 (BOTTOM) 12' N/A 12" N/A 12' N/A 12 N/A 1 I" , ' N/A 3 (TOP) 12' 8' - 12' 10' 12' 12' 17' 8 1;" 11 J ( eo a 6m) 12' N/A 77' N/A 12" N/A 12" N/A 1?' N/A 4 (TOP) 17' a 12' 10' 12' 12 12' EY 11' 11" 4 (BOTTOM) 1 7' _ N/A 17 N/A 12' N/A 12' N/A 11 N/A 5 (TOP) 17' a 72" 10' 12' 12' 12' - 6" 71' I 1 5 (BOTTOM) 11 1/r N/A 7 1/2' N/A 12' N/A 8 1/2" , N/A . . 6' ,. . N/A 6 (TOP/BOTTOM) 10' N/ A 6 1 .r N/A io 1/7 N/A , r - N/A . 5' N/A 7 (TOP/BOTTOM) , 12' It 17' 6' - 6' 6' 8 (roP/oorrou) +55.0. -65.0 6' N/A 6' N/A 6" N/A 5' N/A 6' N/A 2 (TOP) 9' TO 10' - 0' 6" 6" 5' 6' 6" 6' - . . 6" . 6" 6" 6' 2 (BOTTON) 6" N/A 6' ''."- N/A 6" N/A 5' N/A 5 1/7' N/A 6 (TOP/BOTTOM) 6" N/A 5 1/2" - N/A ..., 6" N/A 6" N/A 4 1/2' N/A 7 (TOP/BOTTOM) N/A .,. N/A . N/A N/A 6" 6" 6" 6" 6' 6' 8 (TOP/BOTTOM) _ ACTUAL. E. D. , - -.. _ - - , _. . FACTOR . TAPcow/c ALA UN/ RAm. GALx of TAp , '. ff -:::: ,— . ' -'4 , 4 86 - - ''- -- -- ;,..t.:„ • - - ' • : - 100 __..• _ ' ?' ,, _ - 1/27sw; .. ,- . ; ' • % -;-,, '•,: ,.--,-. , i.:, ...50 .;=: :---, 4- In SET SHEET 7 dr 8 Of 8 FOR ANCHORS 11 Jr SPACING FOR INSTALLATIONS INTO it000 fRAME BUILDINGS. * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 7/2' EDGE D/STANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY mULTIPLYING SPACINGS SHOW ON SCHEDULE BY THE FOLLOWING FACTORS. (Vn. E 0. FOR RAWL C.A1X-W ANCHORS le ELCO PNVELMATE IS 2 1/2 ,a124./Ter . „ • " ' . ' 1VN PRESSURE. RATING r:!. A N.6" G-. hfAXIiiiiiirCH OR SPACING scHEbtirskoRJNSTALLATJONS INTO': CONCRETE- _AND- C.f STRUCl'URES- t lIE nun TE3774 D4G4NCTANO CC4044/47 0/J rot st,- 11,..«.044 xmpe 001)01.• fekkpi jt- '441 k- - APFROvED AS COMPLYING WITH THE S0U1:1 ft RDA BUILDING CODE DATE 1 9qa BY _I PnDuCT CONIC DIV S BU.; ri r,'' CDOC COMPLANCE Of hit) 9B --OBliji#2 PRODUCT RENEWED ACCEPTANCE No. 00-o 6ot•0 fp EXP1RA.T1ON DATE °V° 7/7-.-Q AS TERN,: IDA SUPPLY,- SOWN 6°Q Pht 2 3.344 t-J247Pk: IFTY7K 4f% 14 •." SOC4 mrot tazowrnao_g • , . AS SHICArliAt SCAlt„. f .mair'oat l�J cent. INSTALLATION 6 3 4 0-20 . .1 - . BOtTs w / /�,r w r J /if VA hVT o 4 it a. o / / / / //) / /// Q ccoL 2 CYX OR CONCRETE LOCK XAL - REOURED ACCETTANCE No. 00 - 6 O Z • O Ef EXPIRATION DATE 0 8/ o 7/2 oo 7 BY Ye PROD CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE RERTNA STORM: PAN ( STERN, Z METAL SUPPLY, '> " l.Y 3Ao0 J M A.a sotrrx y s APPROVED AS COMPLYING MILLI THE SOUTH 112510 BUILDING CODE '` T CO? 1 DIV!S' ON ',now BUILDING CODE COMPt A CL 011I9E ACCEPTANCE NO B og1'Ll� a0 .14-n,13E CONCRETE .A C HHOR (SEE- SCHEDULE POURCO; CONCRETE;: `; Fr OUA'E0 — I-- (SEE SCHEDULE) FOR WIM.IUu SEPARATION 'S' TO ( CUSS Of WINDOW ORS C. D. / / )// / / / /// POURED-, kJ - CONCRETE OR CONCRETE • -- - BLOCK WALL RCOUIRED:.:. . . CONCRETE ANCHORS (SEE SCHEDULE) POURED• -� CONCRETE OR CONCRETE BLOCK WALL REQUIRED SECTION O S • UNTING INSTALL ,s SECTION A;!-A' 4. flf - Max. 'U" BUILD our STUDO£d " ANG 1 r -.72r By s.ow 2" x 5" (Max.) x .125" ANGLE sa,c4 : ytr Y tNc: Hurt rurr7+a r, (24012, TL RLka COi/PAWY 1004 Jr.: 11),, ■294.04 G.X O.1 AE 5.1100 t t' hrws 1 005,4171.4. r.r 1 (.)) l ISJS . n04444 L,m H167, a.r. k ae, 2.250 --1 1.SS7 20 "h HEADER J /dr . 1 D 75 - 1a PANEL scv-f : 4is - 1, J. 000 War. .125 '‘Y 2.12S 2.470' R -200" A. 12r .07r .075 2.250 2.59 1 • 250" PULL R. I-z . 7o' � x.250 1 ---- 2150 --i ® "U' HEADER , HALE PANEL scArl : J/e - r 3 ANGLE BUILD OUT BRACKET sc.:" : J/! - t• - CCnCRACg NOrCS STA4J Pmn MAS BCDi LYSICacD N Nz pwtt •rTN nC ce■DC couNTY 1•if Cark>4 Of NC sovnf (IOWA BiAl 1 C MCC. oclo4 iv4S Lows SALVA BC 007 ur+T.00 AS PCR scc1i 4 6 rY ASCC 7-61; 7+r74 1:0 mp.A. LLALC, r7hO S 0 - VOW PA S Ao[OCMC7 FOR r.,PAfr Arta rArcvc Rrs+srma i1AS BQ1l KR1rico M Acc000wcc 4 K 7 N = M O M S 2215 t 2.174 R(YCCtMtr of DC A. 44(NrnoNto CWC AS PC7t A o N c . N rL3t . , - L, , PG T / 107!.0► S°6. Kl A4-04wV4T LCT>L ►was £U Inv[ 3Q J -PU2 Au-Or GR J004 -H.34 ALLOT. LC ALlA+vw err * LL aC 0cA5J -71 Klor uKL3S On<Rrrst Nortm. ALL X$OS TO &E s7AIML'SS 37cu SO4 04.716 SCACS FO 7S 70 Br: 2024-U AL(A/r4.17I X10 ►. C-A.ArAZTO 04 STNML33 STLIL M TN .14 1 d A+►.'lvt.v vino P OM A - .wChtKS To 1rAttt994 1 0 AS roCic,s (u4fSS or CRtrLSC /•0 RD) (A) To cosh G Povaco coyc 'Lrt• - 1/4 • LAP' i N.C.1t7RS AS WNfAGrul*D BY LT.W. AAus T OR CL CO 1A /sr - 1/4 • cr tAP -GCV A0A0Os5 (9O417 mro- ccw). As l.74,ArrAcru4CO err rRU -fASW CORPOILATlCrt - r /4• 0 RMt LW-C N'L. AtOO S 4 ~Acfl (TD Br rM RA wt PL LC co's'ANY, t.0 - 1/4 • a 7/7r R. CALX -M . CHOPS 04 [l CO moan 4 rrnd. • PACLUArr AS uM .rAc - n Rm El n RAM PLL' Oo'oA»' A".0 ClcO vOVS7R A/5Pta rntlr hoTES: A 7) I.tAVtN C XXd0T !.?0 A:I(A4l0 a) CXfTt O' TAPCO'I A'. ]ROBS IS 1 J /f'; (Df RA✓L WALK' NkCM b 1 - /E: t rot act) AV.41A4ATLS IS 1 7 /4C. Aro (t4 v TA.-c A.4,40A1 IS 7 7/4', 0.2) 7/6' M K C.•(X -M N.O+G4S S.44a BC LMTlkt1Y c1•BCUCYD r.70 the pouto) Ct7•Ckert: r+0 arravcrer 1N70 STLCY0 9-su. oC P(1 .4 rTCA r/r 7 -2o SPtgfC1r5 VS£D s. .i BC r r/t Lovs LM'NW !4XID 5TtK O 1X57 No 1 rartswir (O? rAus Mex No sTVC'C2 AJ) K CSC PPE AREEAST S7i7•C P*tt.AST Cczd Y7r PAA•L1S 0t PAVrNs BC r0t•Q oN nrC DUS7U.0 *AU 04 TU •.O0 Srs4LL BC L0.0 O.0.Of rD Pc.Acx mE u47N STAUCTU • 80 . 040 SLCP4 PN(1 •.C,r SHALL BC AS woC.UTD OY hOTLS AI) t A1). • A 90.L (0) TO CAS7Y4C t Gr+CS?L7r 91-00( 14NL• - I /f• • ;A4'Xt4 A.A2lol AS A1.4rrt/ACrtA9cD 6Y L M. RAUS(T 04 CLOD 040(4TRI6 - 1/r r CY TAP. - GoP A.yaotS (B17t »4. S711O-cc ). As uV x c - rLKro Or rRU --(AST Cb4PORAT101. - r/4 • &mt I,twC Mtfl AM74OAS AS u44J4CTt/RCD sY Thf RA P1 PLUG U) 0 aC • - If/4 0 r 7/Ir AAM CXX - N ANCHORS 04 (100 mo t tome* • P.ANELH4rt" AS rs*ArAcTuXD T) R.AAt Pax 00. MO aco earSTRCS. RLSPCCT7.QY. 5.0 JIMUtN Cv0CD6OrT or TAt+'X)N ANCHORS, RAM 2.w4C riA.tr1 aco flY(J4A7CS Nd Cr W- ow., A'ro nC CO/C:R T BLOCK cur SHALL BC 11/r. a2) 7/B' A..-t C'XX -M N.O+OPS PW.L BC CA'Tfrtar (a'6CA0CD orr0 n•C c74(7 7T a07( (P.T- t+N?. 7,0 Cusco Cyr Nr0 57L X) SKALL CAC PTt3A7a - a I/! 1-20 scArps usto snvl c , 1/f LO•C Wimihr stiocAD snxco (xa1 A.Ar0 7 7. IN rot *Adis M7N h(7 STLCC0. 9.1) w CASE nit? eRceASr STONE O4 PRCc4st ctAr.A rr PAnCLS Bt rout GM n( 0 KALI. ANCHD4S 5.•PC1 oC LO, D X!00 70 14A01 fie AWN S7ACVCrtRC 80I SUCH Pw4lS A ChORACC 94 BC AS rrOC.Ar(D Of 007£S 84 & r) r 92) 1 (c) Ahafb4S S>'L.CL at INSTALLED PTXL.007 All Or ThC RCLni.V'OA nerd .v40 3 crs CAP0'S pF THE ANCNO4-S Weirl TUarx ._ -- _,- __ -- - : _.: PANGS 1NY ALSO BC LN51NL@ 11oRaGNTALLY (Ot1.0W40 INSTALLATION 0C7ALS S707•74 ON sCcr70741 _ 7 ►torsi 8 (SNCZ1.7 a J 1 B) (PT flirt hG.oCRS • .7 t 4 PiAI -L hO BC VSin. - -- - - 8. � � Dr /r 94411 eft RE5 Or n,r cD'+7RAc7Pf r0 -tR/'Y 7110 SC'J 0MSS cr ITC SrntKrto :. w,- C S• IS 70 BC ATTA0C0 TO 01 L$C PAOoO4 ANCHORAGC 7M SHVT71A 96AL1. DAY BC ATTAU+CD 70 CO'CT(CT(. BLOCK 04 0000 /RAVE BVItDW S. SA/MR AivilrACTVP0 S LA31 S'44f1 BC PLACCD At 801T04 C1 Cs11 PAh4L LA92 SrcALL ROAD AS P0C10*S 04571777( NETAC SLPPIY AC wr yarP{ n0404 DACC O r PAWVCE Ct YPC4. APFPCN D. PRODUCT RENEWED Ac T: NCE No.00 - o 6 0 Z • U (. T)ON DATE 0 i O 7 2003 AP RO?LO AS COMPLYING YUlII THE SO!JTII FLORIDA DUWID:NC: CCI :E D:11E wA._ 06 •t 9 PRODUCT COi.1 ...1 0 • OU.! D:NG CODE COMP' •.•CE .JI FIC5, ACCEPTANCE NO.9 -[7 a I 'US° DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/B 19-1/8" 26 -1/2' 37" 53 -1/8" 19 -1/8" 26 -1/2" 37" 53 -1/8" 19 -1/8" 26 -1/2" 37" 53-1/8" 19 -1/8" 26-1/2" 37" 53 -1/8" 19 -1/8" 26-1/2" 37" 53 -1/5" A/B 26" 38 -3/8" 50 -5/8" 63" 74-1/4 3/16" - ANNEALED EXT. ( +) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 IN C -) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 1/4" - ANNEALED EXT. ( +) 1 20.0 88.3 88.3 76.7 104.9 86.6 62.0 54.8 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 • 90.4 59.7 37.5 120.0 88.3 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41.2 92.9 69.5 45.9 39.3 90.4 59.7 37.5 3/16" - TEMPERED EXT. (4) 110.0 10.0 10.0 10.0 10.0 10.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80. 1 65.2 INT. (-) 183.9 132.9 80.3 80.3 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON HET1 -96 -1061 OF 10 -09 -96 OA TEST SIZE = 37 -1/4" X 74 -1/4" TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0. -40.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 3/16" - ANNEALED B© TEST SIZE - 51' X 74 -1/4" TEST LOADS = +68.0, -75.0 PSF DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 1/4" - ANNEALED BASED ON FTL -1162 OF © TEST SIZE = 59 -1/2" X TEST LOADS = +91.0, - DESIGN LOADS = +60.7, WATER INFILTRAT10N TEST TESTED GLASS = 3/16" 6 -1 -95 77 -1/2" 91.0 PSF - 60.7PSF • 16.5 PSF - TEMPERED DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/6 24 " .36" 48" 60' 24" 36" 48" 60' 24" 36" 60" 24 " 36" 48" 60" 24 " 36" 48" 60" 24" 36" 48" 60" 24" 36" 43" 60" 24" 36" 48" 60" 24" 36" 48" 60' A/ 2 4" 36" 48" 60" 72" 84" 96" 108" 120" 3/16" - ANNEALED EXT ( +) 62.1 62.1 62.0 57.2 62.1 41.4 41 .4 39.2 41.4 39.2 62.0 41.4 31.0 47.8 42.1 57.2 39.2 52.2 30.0 49.2 46.6 45.3 [NT. C -) 62.1 62.1 62.0 57.2 62.1 41,4 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 1/4" - ANNEALED EXT. (+) 95 94.2 83.7 78.5 94.2 63.8 62.9 49.8 83.7 62.9 78.5 49.8 42.1 38.1 75.3 39.8 34.3 72.2 34.5 68.6 31.4 51.6 [NT. (-) 87.0 87.0 83.7 78.5 87.0 58.0 58.0 49.8 8.3.7 58.0 43.5 42.1 78.5 49.8 42.1 34.8 75.3 39.8 34.3 72.2 34.5 68.6 31.4 66.1 66.1 51.6 3/16" - TEMPERED EXT. (') INT. ( -) 82.4 58.0 1 10.0 87.0 1 1 0.0 87,0 1 10.0 87.0 1 10.0 87.0 1 10.0 100.3 98.8 88.3 58.0 58.0 110.0 87.0 98.8 56.0 75.2 75.2 • 43.5 43.5 110.0 87.0 88.3 58.0 75.2 60.2 110.0 69.5 43.5 60.2 34.8 108.1 87.0 78.6 64.9 105.9 76.0 61.8 104.3 87.0 58.0 43.5 .34.8 87.0 58.0 43.5 87.0 58.o 43.5 87.0 74.1 58.0 103.0 87.0 72.7 58.0 ►RODUCT k.EYBED • ikilipt.4th the Fkeida 13 •Aik code Aet*vtaaoe N, 0 2 -0a/.3.4 007 Engr OR. 1*J4A"Ol,'N F^ROOQ STRJC � 1 JRr5 FLA. PE j 16557 n M O z z w 0 O .-. Ed a � ao O � a CL - 0 c, -f z O : << 1 t, 1'14 � � 0 CV LL I . 1 Z c d 0 0 z 0 tY O 0_ O 0 (J7 U'1 0 0 N O . drawing no. W97 -11 (sheet 3 of 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN, 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -0• (SEE NOTE 1) SPANS uP TO 8•-8" (SEE NOTE 1) SPANS UP TO 10' -6 (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION C1 (SEE (2 NOTE C3 TYPE 3 C4 C5 - CONNECTION (SEE NOTE C1 C2IC3 T YPE 3 C4 CS CONNECTION TYPE (SEE NOTE 3 C1 C2 C3 Cl. C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNEC C1 (SEE C2 TION NOTE C3 T YPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 a 35.3 16 16 16 16 13 8 6.25 10 F 4 8/ 10 8 10 8 5 3 8 3 8 8 4 6.I5' ©6 25 3 5 NV' 5 f S on 5 5r ' jr 5, 16 15 11 10 6 16 10 5 4 16 15 11 10 3 16 15 11 10 6 10 7 6 5 3 12 9 6.25\ 5 , 5 5 3 12 9 12 9 6 4 3 9 7 5 3 !6 9 25 3 9 7 5 5 3 r El 4 7.2 13 9 13 W/ 1-1/4" MINIMUM / EMBEDMENT 62.2 10 4 10 10 5 4 6 4 5 / d 5 I�� 1. i 6 5 -- /35 4 6.25 72.0 9 3 9 9 5 3 5 5e '' 3 3 4 122.0 S�` //� f� 3 5� t' Ulla% 11�-� 1/4"• ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 35.3 16 16 16 16 12 13 6.25 13 13 7 11 4 11 11 5 16 16 16 16 15 16 7 16 16 8 14 5 14 7 4 7.2 16 12 16 16 9 10 3 10 10 5 8 i 7 8 4 6.25 : � 3 625 3 6.250 3 625 3 4 625r 3 6.25 3 16 16 14 8 15 7 5 14 4 8 11 8 7 4 12 9 4 3 12 62S 61S S 10 8 p '' e 9 4 4 fl 5 4 62.2 13 6 13 13 7 7 5 7 4 72.0 1 1. 11 11 6 625 3 6.25 3 8 8 4 4 8 4 4 4 122.0 6257) 3 625 _ 3 625 3 625 3 4 8 4 ,,,,,,, „,.,,, 1,,,10,1 * 10 FEMALE ALE - PANELMATE" W/ ELCO MALE/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACNINE SCREW WITH NUT 35.3 16 16 16 16 11 15 7 25 15 6 25 13 5 13 13 5 16 16 16 16 13 16 7 16 16 7 23 5 13 13 6 25 47.2 16 14 16 16 8 11 4 11 21 4 9 8 9 4 7 A 7 3 7 7 3 16 16 13 14 7 5 16 16 13 16 16 13 9 7 6z5 12 9 4 12 12 5 10 3 9 10 4 62 2 15 7 15 15 13 7 625 5 3 8 1625 _ 7 4 _ r 7 I> 4 8 3 T ! 625 9 4 7 7 / Ti� 4 7 3 72 0 13 5 13 7 3 7 / a 7 3 7 3 122.0 // 7 //. 4 7 3 7/ 4 7 3 8 4 8 3 7 ,/� 4 7 3 7 7 3 * @CI 1/4 "4 POWERS CALK -IN W/ STAINLESS 6 25 STEEL MACHINE SCREW 35.3 12.5 12.5 12.5 12.5 9 12.5 625 12.5 12.5 5 11 4 11 11 4 12.5 12.5 12.5 125 12.5 12.5 7 12.5 125 8 12.5 5 12.5 7 4 7.2 12.5 12 125 6 12.5 12.5 12 5 12.5 7 5 10 3 10 7 r 5 10 4 7 3 8 / 7 8 3 625 3 6 12.5 12.5 12.5 7 12 5 12.5 12.5 12.5 11 8 12.5 " 12.5 12.5 -- 10 9 10 5 62.2 72.0 9 62S 9 8 4 8 4 11 4 11 3 11 625//, � Tr 4 625 6251 3 62S, 3 625 6 2S / 625$ 3 625 12.5 8 5 12.5 4 12.5 8 7 4 8 8 11 4 8 8 4 8 4 122 0 62S j / / 5 4 11 8 12 4 5 8 99 6 251 d r , re 4 • 8 9 6 25 4 4 3 V , C ��11�1Q1QL3 "" 1/4 "m TRU - FAST TAP GRIP CF EM0 DMEN1 W/ 1 - 1/4" MIN. 3 5.3 16 16 16 16 9 11 5 11 11 5 9 3 9 9 4 16 16 16 16 10 4 7.2 1 4 9 14 14 7 8 3 8 8 4 625 or 6.25 3 11. 9 14 14 7 B 6 8 4 6 2 2 11 4 11 11 5 62S 4 6 25 3 5 5 �, 5 �� 5 11 4 11 11 5 62S/, 4 625 3 72.0 9 3 5 / 9 3 9 5 j � //, 5 5 f 5 / � J 9 3 9 9 5 Or 5 /, S 12 2.0 5 ff / 5 !! 5 5 r 3 5 / 5 4 A \ M \ W E > "m POWERS TAPPER 1 -1/4" MIN. 35.3 16 16 16 16 16 16 11 16 16 9 16 7 16 16 7 5 4 16 16 16 16 D 16 16 16 16 16 16 16 15 11 16 16 12 7 16 16 11 16 8 16 16 9 1 4 7.2 1 6 16 16 16 1 2 26 6 25 16 16 7 14 4 13 14 16 16 - 16 15 16 7 3 /3 W/ EMBEDMENT 62.2 16 10 16 16 9 13 4 9 13 5 21 3 6 11 15 4 10 15 6.25 13 12 5 72 0 26 8 ---1 - '" 12 3 16 625 16 12 8 4 11 3 625 11 4 12 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 12 5 122.0 11 3 6 11 4 11 3 6 11 4 13 3 7 13 5 13 3 625 12 5 13 3 12 5 / 35.3 16 16 16 16 9 10 7 4 10 10 5 8 3 8 8 4 16 16 16 16 11 11 5 11 11 6.25 9 3 9 5 472 13 9 13 13 6IS 7 7 3 62562S 5 3 t/ 15 10 15 15 8 8 625 ,/ 8 6 4 7 ,• 3 1 /4"v NAIL- MIN. EMBEDMENT POWERS IN -1/8 62.2 10 4 10 10 S 5 4 5 3 4 11 5 11 11 6 4 625 3 5el 5 • / �'/ 3 3 72.0 8 3 8 8 4 5 5/ 44 5 4 / 9 5 3 9 ' 1/ 7 3 - 9 5 5 3 3 5 3 122.0 5 S 5 5 3 5 5 n. 0 n 0 0 0 0 0 u N g O C 08/26/02 16:30 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON STORM PANEL AND SELECT SPAN GREATER THAN OR EQUAL TO STORM PANEL SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS OR TRUSS HEAD BOLTS. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 9 . rA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6 -1/4" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PRODUCT REVISED as complying with the Florid* Daldlag Code Acceptance No 3 L. 0 / Efpintion Date 0 V.J. KNEZEVICH Mat SSION INFER ti Lkonst 10$113 dare 07/19/2002 sc a. AS NOTCO doslgn by V114 , (drawn by ( AV 'chacktd Ey� V 1N drawing no 02 -373 sheet 5 of 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS B ANCHOR TYPE LOAD IW) P S F MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP To 5' -0" (SEE NOTE 1) SPANS UP TO 8' -8 (SEE NOTE 1) SPANS UP TO 1O' -6" (SEE NOTE 1) SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION TYPE (SEE NOTE 3 C1 C2IC3 C4 C5 CONNECTION (SEE NOTE C1 C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE NOTE C11(21(3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS B.! t ft U O U F 35 3 16 16 16 16 15 16 9 16 16 8 16 62S 16 16 7 16 16 16 16 16 16 10 16 16 10 16 7 16 16 8 =' 47 2 16 16 16 16 11 11. 5 14 11. 6.25 12 3 11 12 5 16 16 16 16 13 16 5 16 16 8 13 4 12 13 625 E i /4 ") ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.L CONCRETE) 62.2 16 8 16 16 8 11 3 7 11 1. 4 4 9 5 9/ 5 9 5 9 9 9 4 4 4 16 16 9 7 16 16 16 16 10 9 12 10 3 3 8 5 12 10 6 5 10 10 3 3 5 5 10 10 5 5 72.0 16 625 9 V /., 16 5 16 9 7 4 9 / :dD 9 / 5 9 122.0 11 3 6 11 5 10 3 5 10 5 10 3 5 10 5 * el>anmmllw 35 3 16 16 16 16 16 14 16 8 16 16 10 16 16 16 16 16 4 7.2 16 16 9 16 16 11 * i ! .1. Vitt .�11• ( 1/4 "o ELCO MALE/ FEMALE - PANEL1IATE" W/ 1 -3/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,3 ICf.I. CONCRETE) 16 13 16 16 12 16 13 16 16 14 4 7.2 16 16 16 16 16 16 7 16 16 9 16 5 15 16 7 16 16 16 16 16 16 7 16 16 10 16 5 16 16 8 62 2 16 12 16 16 12 16 - 13 4 -- 4 11116 7 13 7 6 13 4 7 13 4 7 13 13 6 6 16 16 12 9 16 16 16 16 14 12 16 14 5 4 11 7 16 14 8 7 14 14 4 4 7 7 13 13 625 625 72.0 16 9 16 16 10 1 2 2 0 14 4 7 14 625 13 4 7 13 6 13 4 7 13 6 14 4 8 14 7 14 4 7 13 6I5 :4 4 7 13 6.25 (�„ ** �JO' 5 35.3 12.5 12 5 12.5 12.5 12.5 12.5 12.5 12.5 12 5 10 12.5 10 12.5 12.5 8 t2.S 12.5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 41.2 12 .5 1 2512.512.512.5125 B ~- 12.5125 72.0 7 12.5 625 12.5 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 11 12.512.5 12 12.5 8 12.5 12.5 9 1/4 "0 POWERS CALK - IN W/ 7/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 62.2 12.5 12 5 12.5 12.5 9 12.5 5 12.5 12.5 5 12.5 4 8 12.5 4 12.5 12.5 12.5 12.5 12.5 12.5 7 12.5 12.5 9 125 5 10 12.5 7 72.0 125 11 12.5 12.5 8 125 - 4 8 12.5 4 12.5 4 8 12.5 4 12.5 12.5 12.5 12.5 12.5 12.5 5 10 12.5 7 125 5 10 12.5 7 122.0 12.5 4 9 12.5 5 12 5 6 8 12.5 1. 12.5 4 8 12.5 6 12.S 6 11 12 5 8 12.5 5 10 12.5 7 • 12.5 5 10 12.5 7 35 3 16 16 16 16 12 16 16 7 13 5 13 13 6 16 16 16 16 15 16 8 16 16 9 1< 5 11. 14 7 1 7 16 l 1/4"0 POWERS 2ANAC NAIL -IN W/ 1 -1 /8" MIN. EMBEDMENT 47 2 16 14 16 16 9 12 12 12 5 _ 9 3 9 9 L 16 16 16 11 13 4 13 625 11 3 10 8 7 4 11 8 5 4 62 2 15 7 15 15 7 - , 9 ! 625 9 4 7 ; !! 4 7 3 16 8 16 15 9 8 7 4 10 8 8 3 r� 1i 10 4 8 4 8 5 4 72.0 13 5 13 13 625 7 4 1 3 _ 7 6 4 7 7 3 3 15 9 6 8 4 8 4 (MIN. 3,000 P.S.I. CONCRETE) 122.0 8 �/ 4 8 3 7 ' 3 7 4 8 4 /i 8 4 0.1.1, 4 35 3 16 16 16 16 16 16 11 16 16 9 16 7 16 16 7 16 16 16 16 16 16 12 16 16 11 16 8 16 16 9 3 /8 "o POWERS 47 2 16 16 16 16 12 - ---- 16 6 25 16 16 - 7 14 4 13 14 5 16 16 16 16 15 16 7 16 16 8 16 5 15 16 7 TAPPER W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 62.2 16 10 16 16 9 13 4 9 13 5 11 3 6 11 4 16 11 16 16 11 15 4 10 15 625 13 3 625 12 5 72 0 16 8 16 16 8 11 3 6 11 4 11 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 3 6.25 12 5 12 2.0 12 3 6 2S 12 4 11 3 6 11 4 11 3 6 11 4 13 3 7 13 5 13 3 6.25 12 5 13 3 6.25 12 5 C�1I1A��lR »�� 35.3 16 16 16 16 16 16 11 16 16 16 10 1 16 15 7 4 16 14 16 15 8 6 16 16 16 16 16 16 16 16 16 14 16 16 12 '7 16 16 16 16 11 8 16 6 16 16 5 16 16 16 9 6 1/4 "0 TRU -FAST TAP GRIP CF W/ 2 -1/4" MIN. EMBEDMENT 47.2 16 16 16 16 13 16 6 16 62 2 16 11 16 16 10 _ 14 4 10 14 5 12 3 6 11 4 16 11 16 16 10 15 4 10 15 6 12 3 6 12 5 72 0 16 8 16 16 8 _,_ 12 3 6 12 5 12 3 6 11 4 16 8 16 16 9 13 3 6 13 5 12 3 6 12 5 (MIN. 3,000 P.S.I. CONCRETE) 122 0 12 3 6 12 5 12 3 6 11 4 12 3 6 11 4 13 3 7 13 5 12 3 6 12 S 12 3 6 12 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. LOAD MIN 3/4' EDGE DISTANCE (WI SPANS UP TO SPANS UP TO SPANS UP TO P.S F 5' -0" 8' -8" 10' -6" ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3 (SEE NOTE 3) 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 CI C2 C3 C4 C5 r- 11111111111IItRlnllfll>. 35 3 16 16 16 16 16 16 16 16 16 11 16 16 16 16 9 1/4"o WOOD LAG W/ 47.2 16 16 16 16 14 16 13 16 16 8 16 10 16 16 625 1 -3/4" MIN. THREAD PENETRATION SHEAR 62.2 16 16 16 16 11 16 9 16 16 6.25 16 7 13 16 5 PARALLEL OR PERPENDICULAR TO 72 0 16 16 16 16 9 16 7 13 16 5 16 7 13 16 5 WOOD GRAIN 122 0 16 7 14 16 5 16 7 13 16 5 16 7 13 16 5 * nu o1 1 °"1161.4111.1°' 35.3 16 16 16 16 16 16 16 16 14 16 16 16 16 11 0 * 1 1/4 "o S .111o 1 I U 1 ELCO MALE/ 4 7.2 16 16 16 16 16 16 13 16 J16 16 10 16 10 16 16 8 62.2 16 16 16 16 13 0 FEMALE "PANELMATE" W/ 1 -7/8" MIN. 16 9 16 16 8 16 7 13 16 6.I5 72.0 16 16 16 16 11 16 7 13 16 6.25 16 7 13 16 6.25 PENETRATION L 1/4 - 20 MACHINE SCREW 122.0 16 7 14 16 7 16 7 13 16 6.I5 16 7 13 16 6.25 WITH NUT 35.3 12.5 11.5 12.5 12.5 12.5 12.5 8 12.5 12.5 8 12.5 5 12.5 12.5 6.25 E 4 7 2 12.5 12.5 12.5 12.5 10 12.5 4 12.5 12.5 6 11 3 10 11 5 1/4 TRU - FAST GRIP 62.2 12.5 8 12.5 12.5 7 10 3 7 10 4 �j 4 8 3 TAP CF 2 MIN. 72.0 125 6 12.5 12.5 625 W/ 8, 4 8 3 8/ 4 8 3 PENETRATION 122 0 9 /,' 5 9 4 8/ 4 8 3 8 J 4 8 3 • U N a v O N M 0 a1 i 1` M N 0 0 (.3 a c 3 0 08/26/02 16. SEE PAGE 5 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED u compty(ag with the Florida Rnidioe Code Acceptance No0Z 013 Esplratlon Oates oa`J B y - Miami Dad(Pfixluct Cunlrul Division V.J. IWE2 MOf ESS1ON E WEEK rE ur.n,• ..: '' 1 010 0 Y data 07/19/2002) 1011• Al NOTED] 'dotign by V111 (drawn by ( AV 'chachad h� V IN drawing na 02 -373 sheet 4 of 5 j OB/26/2002 04: 30: 46pm STORM SPAN SCHEDULE FOR DETAIL PANEL DESIGN L MAX. (PSF) (FT -IN) 60.0 7 - 6 75.0 6 - 0 T A 1 F -000JW .- 1 STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CON[A#TIONS EXCEPT ' F -TRACK SEE DETAIL L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 6 41.6 10 - 1 45.0 9 - 10 50.0 9 - 4 55.0 8 - 11 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 w t!1 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 0 0 ao m 0 Q 0 > • a cr. 0 n 0 Cc 0' a i n n 0 3 c c 1 N 0 v 0 i 0 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR - SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN SEPARATION FROM GLASS- EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE w 0 0 w 1/4 -20 HEX HEAD BOLT PENETRATION OR EMBED. (TYP 08 26 02 16:30 1-- 0 w 0 w 5/8" MAX OR EMBED. 1/2" GLASS OR D0013_ E J I- -S/8" MAX C2 CONNECTION TYPE / REFERENCE ANCHOR / SCHEDULE FOR MAX SPACING _1/2 MAX. STORM PANEL SPAN SCHEDULE FOR F -TRACK SILL W/ ANY HEADER DESIGN LOAD W (PSF) 70.0 80.0 90.0 L MAX (FT -IN) 7 - 1 1 7 -5 7 - 0 0 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING WALL MOUNT F -TRACK SECTION SCALE 3 "= 1'- 0" 0 E J t J z 4 a a O X w N 4 D w w w S U z 4 1/4" MAX. w J 4 LA TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT 147 TAP GRILL W/ 1/4 -20 NC THREAD � -20 HEX HEAD NUT (SPACER) - C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WAFER HEAD BOLT ASSEMBLY L E 3 "= 0 NUT IS NOT NECESSARY IF T USED AS INSIDE MOUNT 147 TAP DRILL W/ 1/4 -20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR A TRUSS HEAD BOLT- J 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" 0.C A MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE B L E 2 DESIGN LOAD(W) (PSF) 35.0 40.0 50.0 60.0 70.0 ACTUAL SHUTTER SPAN (FT - IN) 7 - 0 WITH STRAP 2 8 - 6 10 - 6 7 - 0 8 - 6 10 - 1 7 - 0 8 - 6 9 - 4 6 - 0 7 -0 8 - 6 6 - 0 7 - 0 7 - 11 MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) 2 -1/4 3 2 2 -1/4 3 2 -1/4 2 -3/4 2 2 -1/2 2 -1/2 2 2 2 -3/8 WITHOUT STRAP 2 -3/4 3 3 -3/4 2 -3/4 3 3 -3/4 2 2 - 3/4 3 3 -3/4 2 -3/4 2 - 3/4 3 2 -3/4 2 -3/4 3 -3/4 MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) WITH STRAP 1 -1/2 2 3 1 -1/2 2 3 1 -3/4 2 -1/4 2 -3/4 1 -1/2 1 -3/4 2 -1/2 1 -1/2 1 - 7/8 2 -3/8 WITHOUT STRAP 1 -1/2 2 3 1 -1/2 2 3 1 -3/4 2 -1/4 2 -3/4 a 1 -1/2 1 -3/4 2 -1/2 1 -1/2 1 -7/8 2 -3/8 1• . I� o ,a i i f hhl " FINAL LOCATION � OF STUD (TYP 1/4 -20 HEX HEAD NUT (SPACER) TYP. NOTES: ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 4 PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 9O TYP. PM NUT (TYP.) 1 -1/2" NOTCH (TYP. BOTH SIDES) FLOOR OR WALL MOUNTED. 2" x 2" x 1/8" CONT. STUDDED ANGLE 4Q OR WALL MO NTED SLIDE C -TRACK © OR (SEE DETAILS B, C, 0, E. OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR 0 3/4" STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW)USE OF DETAIL SG ALL BE IN CONJUCTION WITH AN "h" h' HE SIDEWALK BOLT ASSEMBLY FOR - SIMILAR ( NO STRAP N T S ) OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) GO N. TS, 5" LONG HANDLE RIVETED TO PANEL 3" TYP. 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE ITYPI PRODUCT REVISED as complying with the florddi Balding Code Acceptance No 0 L.- Esplratkn Dale M aInI Da Division act Control DOS DJ CC -2 LQ J� a� 00 O u Uz M o 2; P1rn 8 VI re . (scale AS NOft O ( design Oy l V 1N V.J. otairmassamemaiso KNEZ 1 11 PROFESSION EN' EEa R UCanN a: rE ' 10913 [date 01/1920021 (drawn by ) AV (chackId h� V 1K dra wing no 02 -373 sheet 3 of 5 5 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR - SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 08/26/02 16:25 w 0 w F- 0 0 w GLASS OR DOOR PENETRATION OR EMBED. " (TYP II j5/ A8X C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 1/2" PENETRATION OR EMBED. (TYP I)I I MAX. FASTENER ® 12 -1/2" O.C. MAX. BUT 00 NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE REMOVABLE ANCHORS W/ WAFERHEAD (3/4"m) OR TRUSS HEAD LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT.C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WALL MOUNT SECTION SCALE 3" = V -0" 1.. / "h" HEADER C2 CONNECTION TYPE / REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING — i`1/2' 1/4" MAX Ln 0 OR EMBED. (TYP.) WALL MOUNT SECTION SCALE 3" = 1' -0" \ r -- 1/ MAX X w a L Q J z x a w N a E E O la 0_ to O = v V N w a '^ a C 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING � O 0C x E 0.6 2 5 2, \ \ - - 2'x2" STUD ANGLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PENETRATION EXISTING CONCRETE. HOLLOW BLOCK OR WOO FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR - SEE TABLE 2 FOR MIN SEPARATION FROM GLASS 2" x 2" CI CONT. Lt/4 -20 x MACHINE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/ 4" MAX. 3/4" SCREW 0 0 m a cc /4" MAX. O CEILING /FLOOR MOUNT SECTION SCALE . 3" = 1' -0" THREE - 1/4" ox 3" WOOD LAG SCREW (ul 24" 0.C. MAX. W/ 1114 TEK SCREW BETWEEN JOISTS 5 -1/2" x 3/16" 6063 -T6 ALUMINUM PLATE 414x1' TEK SCREWS BETWEEN TRUSSES - 2" x 2"® CONT. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUREI L,/ ( 5/8" MAX 1/4" MAX a J E m J a W ~ Z xSa N a J E E cr w 0 � - N w Z LA! a N a PENETRATION OR EMBED. GLASS OR DOOR - SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 1/ 4" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4" MAX. X N E J X J a E a w 1 Z 4 O. -J E a w 0 I- u VI MA X lo a a w 0 I— C LA — W 0 PENETRATION OR EMBED. O CEILING /FLOOR MOUNT SECTION SCALE 3 ' 1' -0" PENETRATION OR EMBED. ,F- /-5/8" (TYP .)v� MAX, 0 O 0 #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @ 12" O.C. TYP. TOP & BOT. WALL BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" SEE TABLE 2 FOR MIN. SEPARATION f ■ FROM - GLASS ,'--- EXISTING WOOD JOIST i 0.625' PENETRATION OR EMBED. CCONNECTION TYPE REFERENCE ANCHOR S HEOULE FOR MAX. S ACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE l3-ASEO ON TYPE OF STRUCTURE) C1 CONNECTION TYPE REFERENCE ANCHOR SSPACING CHEDULE FOV MAX. O SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 1/4" MAX. XW a E J Q x Z • Q E I X w O I w N w Z w 111 N Irrl 1 'U k'-- .'5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING I1 STUD ANGLE WITH 1/4 -20 x 3/4" MACHINE SCREW EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O WALL MOUNT SILL SCALE 3" = 1' -0" 1/4" MAX. 1/4 -20 x 3/4" MACHINE SCREW PRODUCT REVISED as co with the Florida Balding Code Acceptance No 02 -0 Eaplradoa Date By Miami Da Division uct outrul ra DJ Z 11.1 G Q Do- 5r1 mO Oo V.1. KNE2EVICH MIOFESSI • J EEII Ft Ucanca . I O U 11.44! 07/19/2002) tcala drawn by At NO/E0 ,( AV (doubts by l VIA (chocked e yj l V 1RI drawing no 02 -373 sheet 2 of 5j 0 0 (U N du 0 12.500" COVERAGE 15.375" O STORM PANEL SCALE : 3" = 1' -0" PRODUCT MARKING LOCATION .440" 01 879" 0 TOP MOUNT CC 0 0 N w E 31--4 uwo �JN W Z w� 4z= n. oast X • o f <" u < J d Z m; w <> F .- a PRODUCT MARKING LOCATION 1 ,2.000" 500" I 6.250" COVERAGE i ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. S STORM PANEL SCALE : 3'" = 1' -0" 2" 1 1 SYM. 060" '4 90" TYP. .090" TYP. SYM .o .120" .740" .120" o DECORATIVE (ZAMAC 3 ALLOY) ®c-ThACK 6a C / SLIDE TRACK O WING NUT fi SCALE : HALF SIZE tii SCALE : HALF SIZE SCALE : HALF SIZE GENERAL NOTES: ° 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH N M IIA M II --OADE COUNTY PRODUC CONTROL THE HIGH C E OC TY o ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF 3 3 THESEMDOCUMENTSI N ACCORDANCE ( WITH THE GOVEERNINNG USE CODE H AND GOVERNING WIND VELOCITY. 4. THESE. APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION Nu FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. ° 5. THESE APPROVAL CODE. VALUMENTS COMPLY WITH CHAPTER 61315 -23 OF THE FLORIDA a 6. THESE ROVIDED APPROVAL HE CONTRACTOR DOES NOT DEVIATE BE ROM THEECONDITIONS DETAILED n NOT DEVIATE THE EITI ER OR MATERIAL FROM THE STRUCTURAL 0 I DETAILED HEREIN. n - 7 THE APPRO DOCUMEN TO THESE APPROVAL DOCUMENTS WILL V I N THE :1. B BUILDING OFFICIAL MAY ELECT ONE FOLLOWING OPT ONS�CUMENTS, A) SEALED BY A ENGINE REGISTERED ARCEHITECT, SIGNED, AND HICH DETAIL n PRODUC IFY THE FOR DOCUMENTS CONDITION TO BUILDING OFFICIAL TO THE n GRANTING HIS /HER APPROVAL. 1/4" MAX. I N B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AN • oo SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION U WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE , c ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. c a 9. A MI CT MARKINGS ONE MARK IN PER ND SHALL OF THE AS FOLLOWS:I o MIN HURST AWNING CO., INC. MIAMI, FLORIDA i MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED c4 10. STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL THICKNESS AN D o MECHANICAL PROPERTIES: u NOMINAL 0.050" (0.0485" MIN. BARE METAL THICKNESS), WITH A MIN. Fy= 29.2 KSI ./' ° 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH < MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. D 6E SHOWN MOUNTED HORIZONTALLY BE AWHERE CONDITIONS EXCEPT FOR "h" ANO "U" HEADER MOUNTING CONDITIONS. 14. AT ON ANY OF I THE COMPONENTS OF THE STORM PANELS IN SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY WITH PERMANENTLADHESIVE OR MECHANICALLY. 09 LABEL SHALL BE FASTENED LY. 09/7F 16. 74 0 2" x 2" x 0.05" TUBE SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) TYP. SECTIONS STRAP PANEL DETAIL 1 ON BACK BOTTOM MOUNT TYPICAL VERTICAL MOUNT W/ STRAP ELEVATION N.T.S. 0 '- N .062'a _T I 375" 1 2.063" 1 2.063 ", ® "h" HEADER 3 ' U" HEADER O STUD ANGLE O ANGLE SCALE : 3" = 1' -0 OSCALE : 3" = 1' -0" SCALE : 3.. = 1 ' -O " SC ,. ° 1' 3" 1 -20 STUD 190" ��f 376" .625" j- !� x 3/4" LONG / �1/4 -20 STUD II @ 12.5" O.C. .315'" -' _ # / x 3/4" LONG L_ @ 12.5" O.C. 1 t TYP. 'O � • _, - L.-4..._ 112 _ 1 1.5" 1 TYP. PLACE STRAP ON INTERIOR SIOE & FASTEN THRU y 0.090" (TYP.) 1 .750" I PANELS WITH WASHERED WINGNUTS @ 12 -1/2" O.C. O 1 STUDDED STRAP (SLIDER) O STRAP (SUPPORT AT PANEL MID -SPAN) 0"F" TRACK SCALE :HALF SIZE 12 SCALE : HALF SIZE SCALE : 3" = 1' -0" 1 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (TYP.) --J WALL / DIRECT (MOUNT ALUM. ANGLE CLOSURE PIECE SO 1" x 2" x .125" MIN. TO 1 -1/2" 1/4" MAX. 2" x 5" x .125" MAX. MIN. (HcoNl `� 1 \\__//1 /2" MI I N `J OVERLAP 1 1 TRAP MOUNT 2 250" .062" ;mo E r U 1375" TOP { WIDTH UNLIMITED MOUNT (PERP. TO PANEL SPAN) TYP. SECTIONS cc 0 1- w Li N x E J 1/4" -20 SIDEWALK 14 BOLT FOR SLIDE TRACK tur J =J SCALE : HALF SIZE _, , ' VIEW z QZ a s NaO 1 fflIi»luhlM i Ili u O j . 1 �DETAIL 1 t BOTTOM MOUNT TYPICAL VERTICAL MOUNT W/O STRAP ELEVATION N.T.S. 1/4" MAX. ALUM. ANGLE CLOSURE PIECE 1 "x2 "x.062" 2"x5 "x,125" 1 2.00" I FOR 1" x 2" x .062 ", 140 P.S.F. MAX., USE 1/4 FASTENER @ 12" 0.C. FOR 2" x 5" x .125 ", 56 P.S.F. MAX,, USE 1/4 "0 - FASTENER @ 10" O.C. - BUILD -OUT MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEW) SCALE: 1 -1/2" = 1'_0• 1/4 -20 MACHINE SCREW (a12.5" 0.C. (STUD DIRECTION MAY BE REVERSED( \1/4" MAX. _ • MIN. 0 L r .125" TYP. FOR 1" x 2" x .125 ", 140 P.S.F. MAX., USE 1/4 "0 FASTENER @ 12" 0 C FOR 2" x 5" x .125 ", 56 P.S F. MAX., USE 1/4 "0 FASTENER @ 10" 0.C. 0 0 U Z 2 Z 1.1-1u r 0 Q _ U° 0 . ut N K <"2, Z 1 W U N � W N Z Y 0 z a Jgq Q 0 O de a8 scale AS NO RO dsI■gn by v r 11 O 4 > W n 0 0 V.J. KNEZ 01 PII°EESS10?*4 NEER R U<M k "10111 1111111 9 noz ' 07/19/20 cicavn by AV clicked b v awing n 02 -373 sheet 1 of 5 N 125 TYP. 313" 452 "I� •O 1.00" MIN 5.00" MAX. - 3/32" REF. Mkni 11.000 "l, r DETAIL 1 SCALE : 3" = 1' - PRODUCT REVISED ii compty(ng with Os Florida Be)diog Code Acccptsoce No 0 Etplrttion Date 0l ; PA W B) Miami Dad roduct Control Dihitien A -AM Co. COOS mot aft- 0•011110 011•11.. cams Rte* EOMfa MAP OF BOUNDARY S VEY f x 1s� — rs LLEv ' L. CG 14o lb =� 64pk4Lr 7 CC.* 012Wrt CAA CIVINAGIr cA111iY C Cr. fJCS 1O• HOW rip; me me 7.9 3' 204 0 �t aR Mr w 1411 A.MI.011�MO As avow M Rat eooL. =Ai r,+�_ 7 �7.OQ r 4- 1R -- aroma :e rase mt. r routs Km. a am vim KAS.- maim iromodur lK AOMPL Aar. 11111■11P. ORa► MOMS IDOL I G11O E q G 8� �CS. xO. 1097 ,1/4iE M /61-4', 300. / 1.2 Pa z KGd 'l 140 N‘ 1 8. 2 0 5.3 o 2 . 4spH air Pd E1 -1E r avx■ ovawa as- olwo•o MINS Pi-- PtA SOOL P.C. - row ar OArilxrL P.ai- PCaR OF 11 P.aC- POff or OO/CIAIo P.O.-* CLWAL PAUL PAl MAY. RR- RA UL N / • \o - p 4 V l.zv` L ,coo pry to H LOT ►C, P.C.,.- rommorf mom PCMR. P.aCr PONY Ct oatmesoorem PAY- romoson-remesau YOMOIC Mi• IMr4. NOAL Ate- MOM PIIIMINOL '- MN arts -. ,.r. OP OM / ZD Mier SWIM 3/1- Mr IMO Pre !T MM. r fiCIC. 311114. 111011VC 17MOIM row.- 1CIMurt 11-* MSC mil. •i. -woo POQ;L A- AMU. LEGAL DESCRIPTION LOT LAS &LOG K / 7, = °E / .Lr o , ,/7 LhQ G_ zE rzzcre> l75 a, t7e.l7IA,t71 179x, leG A, G?G ACCuROING TO E PLAT THEREOF AS RECORDED IN PLAT BOOK 4.3 AT PAGE L_OF THE PUBLIC RECORDS OF N_ / ear t - p4 OUNTY, FLORIDA. gE ki 0. [07? kJ E 77 " -9T• 11161 - 11 Si4e1Zze, F 33 1 3Z1 3250 3 B- 62 NE 96 ST - -- 66' NORTH OF C/L NE 10 AVE --- 23.5' WEST OF C/L 70 . 7 ' NW OF CENTER OF INTERSECTION BRASS BAR IN CONC MON. GATE OF FIELD SUR,EY 3 - 3 - 03 LOCATION SKETCH SCALE 1'= /00' LE v. 8.74 (FLCCO ZONE X COMMUNITY No. I Z a 6 S Z PANEL 13 SUFFIX; SATE OF FlR1 7-1 7- 9 S BASE F1000 t w ! EXAM NATIOt4 OF THE ABSTRACT OF TILE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMEN THE PROPERTY. LOCATION ANO IOENT►1CATIO4 OF UTILITIES ON AND/OR ADJACENT TO THE PROP'ERTy AS SUOf INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF FOUNDATION AND UTILITIES NOT LOCATED. PCR: -�ox �.OuEIL �Ne is r r�tF A c> � onct so.: 030z - 104 DATe: 3 -L -O3 RLV. IF ANY AFFECTING WERE NOT SECURED TITLE. UNDERGROUND 'g .C • TER & VENEGA' PROPICZIO AL SURVEYOR AND HAFPER No.3106 SLATE = NOT VAUD MASI 0? FLO)k MOMS= SEAL CARIBBEAN LAND SURVEYORS, INC. 3742 WEST 12th. AVE. HTAi.FAH FL.33012 TELEPHONE [305] 824 -0040 FAX 824 -0038 w - nws MIL + MINK Saar. 111111111NO Q CAM tNMffR CIL+ caw MOM GAS- =COI 01. 0110110 Me- CUM MAP OF BOUNDARY SUVVEY X X 11 1.93 f eyrH di- r 7 — 15 ALLEY `4 v" 75,oe2 rIPlii a co ld 1( 2 0016- 0ol0We • uas "Mr. 0101040, U M+ 011011101 f �: PO mmum z a _pcome PO e , . a am P ftC WPM.. YDOIFM WOM MM 11.2' Pa-)4 s ri I705 kir I ri-oey G �c5• Igo 1099 MIL O( FL 33/38 FFE I 0 . 3- 4:: ?.9 S . Zo. O T4° 7S 2O VA 3. j 5.3 0 y� o �l 7 9 rrt 22' 4- 42pHat -T PaVEHEAi t A 0 , 0.vx- memos 0.'L- 0101~1!0 WPM P.tr Ptaf 9000 POff CIF CURINI/t Ras,. POA 0l I01110ML p,ar, Koff Of CAMIKILOO CUPPAL P.4+ IN . PXYf.- PARKWAY. (20` CG . O rF 1..1 LOT P.C..- PAIMIOff 0of1Na1. POW. P.Q.C.- now CV COMOIRLDW PJGI- PIPIMOOPT FILM MONINIft Ree MOM ler MOM, MC+ 111101211111 Mt- NCHININCL m s s.•xull< NC, MOM Sit - 'j1 ea PVC - • 0.16 t+ DOOM int+ 7NC . �� GVi,Mf A- MOW mat LOCATION SKETCH SCALE • 1."= (00 LEGAL DESCRIPTION LOT S F`L_OG K f 7, ZEVIE1.) f i a 7 4Gre, I7& i3, 17 ^77 9, 1'77G, leo A, �G //7 m a O zE _o .. .. 5 ��h�Gr�Q�l ACCuROING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4.3 AT PAGE LOF THE PUBLIC RECORDS OF N/ dM 1 -PIG- COUNTY, FLORIDA. ?- /O J E 7c7" ter. 111a, -,1 sHaRZS PL_ 3 3 ► 3 3250 3 3- 62 NE 96 ST - -- 66' NORTH OF C/L NE 10 AVE - -- 23.5' WEST OF C/L 70.'1' NW OF CENTER OF INTERSECTION B12A3S BAR IN CONC MON. 8.74 CAT£ aF FIELD SURVEY X 1 ) ZONE X COMMUNITY No. I Z o /o s Z PANEL `i3 suffix: .. DAIS CF Fmk 7 -17 - 'I5 8ASt FLOOD: "" I EXMIINATTON OF THE ABS1RACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY AFFECTING THE PRu'FRTY. LOCATION ANO IDENTIFICATION OF UTILITIES ON ANO /OR ADJACENT TO THE PROPERTY 'ACRE NOT SECURED AS sect$ INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF 1111..E. UNDERGROUND FOUNOM1ON AND U11U11ES NOT LOCATED. POR J Dy � . Ol1ElL i G NE/Sr(11E A • G,JE oRD[It NO.: 0 , 3 0 - 0 4 OATt: 3 Rev. : 73 /�Z�Gy�r —ALTER E. VENEGAlr PRO7ESSIONAL SURVEYOR AND YAPPER No.3106 8TA1 0? FLORIDA, NO? VAIN UM1233 .SIGNED ut =BOSSED SZAL CARIBBEAN LAND SURVEYORS, INC. 3742 WEST 12th. AVE. HIALEAH FL.33012 TELEPHONE [3051 824 -0040 FAX 824 -0038 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER CITY OF MIAMI SHORES 120662 B2. COUNTY NAME MIAMI -DADE 83. STATE FL B4. MAP AND PANEL NUMBER 120250 9 3 B5. SUFFIX J B6. FIRM INDEX — DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2x94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A CITY MIAMI SHORES FEDERAL EMERGENCY MANAGEMENT AGENCY C.O. 8.05 NATIONAL FLOOD INSURANCE PROGRAM 3/6/03 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ## - t#. or ##. ###/k#) ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JOHN C. ONEIL AND CRISTINE A. ONEIL ORDER NO.: 0303 -104 BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1099 NE 990 STREET PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15, BLOCK 178 OF REVISED PLAT OF TRACTS 1788, 178C, 179A, 1798, 179C, 180A, AND N 1218CC OF REV PLAT OF MIAMI SHORES SEC 8 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL ❑ NAD 1927 ❑ NAD 1923 STATE FL ZIP CODE 33138 SOURCE: ❑ GPS (Type): USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA) ?❑ Yes ® No Designation Date ADDRESS 3742 WEST 12 AVE Qlf_AIATI IOC • SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction `A new Elevation Certificate will be required when construction of the budding is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion /Comments Etevation reference mark used 3250 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No a) Top of bottom floor (including basement or enclosure) 10. 36 ft.(m) -- o b) Top of next higher floor N/A . _ft.(m) c Bottom of lowest horizontal structural member V zones onl N/A . _ft. m d) Attached garage (top of slab) 7. 93ft.(m) e) Lowest elevation of machinery and /or equipment servicing the building 7 . 96ft.(m) t: f) Lowest adjacent grade (LAG) 7 . 3ft.(m) g) Highest adjacent grade (HAG) 7. 9ft.(m) h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N= r) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) CITY HIALEAH nerc • T' : N - 1 0 E a o � §2 z N ° a m 3 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 3106 3/6/03 This certification is to be signed and sealed by a land surveyor, erfgineer, or_architecfauthorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine a imprisonment under 18 U.S. Cod ode, Section 1001, CERTIFIER'S NAME WALTER E. VENEGA LICENSE NUMBER 3106 TITLE. PROFESSIONAL LAND SURVEYOR COMPANY NAME CARIBBEAN LAND SURVEYORS, INC. STATE FL TGI COUl1AIC 3/6/03 (305) 824 -0040 ZIP CODE 33012 8LK. CORN. 150.86' F.I.P 1/2 (NO ID) C.B.S WALL 1 7.7' 2 11.9' / / // . j /j/ //// �j % ;/,1 2.0' CONC.. •'; ;:SLAB ;. 1).6'1/7/7 // /m - AREA / j / 8.2' //� '/ /// /� /, ONE sFORY /� 7 // � / /j/ RESIDENCE " / /, i // /, No 1099 // // !' '2/ , 2 /, ,, No 10.19' /7• G 7 80' / CON C .... CONC. DRIVEWAY /20.4'��, // • (R /M) 75.00' C.L.F //l 7.1' > // /'//-// • 23.55' PARKWAY 0 1 8.2 21.5 ASPHALT PAVEMENT , /,//// /, / 1 8.2'%/, COVERED NorthEast 99 Street 6.0 N // / / - --10.2 0 8.Sf WALL W/ 10.1' - as . 70' RIGHT OF WAY F.I.P. /(NO 1/2" `` ID) J .0 Field Book C.B. B -0074 SAUTECIF ,N7E-14/7 BOUNDARY SURVEY ORDER Na HELD WORK Dote 03-23-2004 This Survey is not valid without the signature and raised seal of a Florida Licensed surveyor and Mapper. Graphic Scale 20 1 " =20 NOTES: 40 PROPERTY ADDRESS: 1099 N.E. 99 STREET MIAMI FL. 33138 LEGAL DESCRIPTION: Lot 15, Block 178, "MIAMI SHORES SECTION 8 ", according to the Plat thereof as recorded in Plat Book 43, Page 69, of the Public Records of Miami —Dade County, Florida. B.M. LOC. 3050 No. B -62 ELV. 8.74' N.E. 10 AV. N.E. 96 ST. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF 71TLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD LEGAL DESCRIP DON PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. IF SHOWN. BEARINGS ARE REFERED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929 UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CERTIFY TO: N 4 6b• NAR ISO RAMIREZ PROFESSIONAL LAND SURVEYOR No. 277 STATE OF FLORIDA NOT VALID WITHOUT EMBOSSED SEAL TEL (786)290 -41 -84 Cell, (305)226 -76 -94 FAX 5 1 O m c“Jm • a.zx 0 wd � U 0 J a • ai 60 000 «mUCi THE FLA FLOOD INSURANCE RATE MAP DATED 07 -17 -1995 PUBLISHED BY THE FEDERAL EMERGENCY - MANAGEMENT AGENCY (F.E.M.A), DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE A� BASE FLOOD ELEVATION: 8 FT COMMUNITY No. 120652PANEL No. 0093 SUFFIX J DATE: 0 26 -2004 r BLK. CORN. 150. 86' F.I.P. 1/2" (NO ID) F.I.P 1/2' (NO ID) 0.25 CL LO m 0 J 0+ x 17.7' C.B.S WALL CONC.. • % o ' 2 0.4' // / CONC. ' DRIVEWAY:. (R /M) 75.00' C.L.F / //171' j; / / /%' / �� 'z , ADDITION /i'/ 4 /// / / 11 9'/ 74-/////; ' , //12.0' .. / / 1 9.6'///// "` COVERED AREA / / / / / //1 8 / 2''// j; j RESIDENCE j /// No 1099 /2/ /L.F.E 1 0.1 9' m ; //j ;- / % R 7 ; 8 , 0' / / / 19.2'2/ /, 23.55' PARKWAY z 0• U 21.5' ASPHALT PAVEMENT 1 8.2' NorthEast 99 Street / / 6.0 / ' // !j. N 10.1' 15.3' j/ X10.2' C. B.SJ WALL W/1 M NJ F.I.P. 1/2" (NO ID) 70' RIGHT OF WAY 20 SKETCH' Qra 813_1?N/Eir BOUNDARY SURVEY FIELD WORK Date 03 -23 -2004 Field Book C.B• 8-0074 CRCER No. This Survey is not valid wi,hout the signature and raised Leal of o Florida Licensed surveyor and Mapper. Graphic Scale 0 20 40 s 1 " =20' B.M. LOC. 3050 No. B -62 ELV. 8.74' N.E. 10 AV. N.E. 96 ST. ._/ PROPERTY ADDRESS: 1099 N.E. 99 STREET MIAMI FL. 33138 LEGAL DESCRIPTION: Lot 15, Block 178, "MIAMI SHORES SECTION 8 ", according to the Hat thereof as recorded in Plat Book 43, Page 69, of the Public Records of Miami —Dade County, Florida. N A 5 U N U ° d. m Z Q Q 0 r THE FLA FL000 INSURANCE RATE MAP DATED 07 -17 -1995 PUBLISHED BY THE FEDERAL EMERGENCY — MANAGEMENT AGENCY (F.E.M.A), DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED WTHIN ZONE AE BASE FLOOD ELEVATION: 8 FT COMMUNITY No. 12065ZPANEL No. 0093 SUFFIX ,) NOTES: THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION CF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD LEGAL DESCRIPTION PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. IF SHOWN, BEARINGS ARE REFIRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V. D. OF 1929 UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. NOT VALID 'WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CERTIFY TO: DATE: 03 -26— 004 NARCISO RAMIREZ PROFESSIONAL LAND SURVEYOR No. 2779 STATE OF FLORIDA NOT VALID WITHOUT EMBOSSED SEAL TEL (786)290 -41 -84 Cell. (305)226 -76 -94 FAX a 10 SN S CR 3/16•x2-1/4• rAPC CN e 6' FRCN ENDS & 12' ac. TYP. • 10 SMS CR 3/16'x2 -t /4' TAPCGN e 6' FROM ENDS li 12' O.C. TYP. BY OR 2 BY • W000 BUCK . A4 4 . 4 .'•1/4' MAX. • SHINS GLASS AS PER TABLE 3 /16'- ANNEALED 1/4' - ANNEALED 3 /16'- TEMPERED 1 BY CR 2 5Y W000 BUCK INSIDE GLAZED WINDOW 1 10 S.N.S. 0 12 0.C. DACE COUNTY - APPROVED NUWON do NULUON ANC} -TORS 4 4 3/16'x2 -t /4' TAPCGN_1 e 6' FRIIM ENDS & 12' O.C. TYP. $ 10 SMS OR — 3/16'x2-1/4' TAPCGN 2 6' FROM ENDS . 12' O.C. TYP. 1/4' SHIM MAX. 1 8Y OR 2 BY W000 BUCK r.. • %1/4' MAX. SHIMS OUTSIDE GLAZED WINDOW GLASS AS PER TABLE 3 /16'- ANNEALED 1/4' - ANNEALED 3/16'- TEMPERED 4 W000 BUCKS NOT BY CCPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS 10 SMS WITH 3/4" W000 EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT / 10 S.M.5. 0 12' 0.C. DAOE COUNTY DROVED NULUON do NUWON ANCHORS • 10GR • — 3/16'x -1/4' TAPCGN 6' FROM ENDS 11, 12' O.C. TYP. qr: OR. HWlAYOUN ', STRUCTURES FLA. PE) IG.57 102 PRODUCT REvISEa z the FIceide Amisak Ns 0 2 -- 061 3 •U/ ... putt . .0jy.(- - Dade h+Qect Control 2407 O m • ° O cn z w _ w "1a of 3 Q Ix vi a0 0 `r Cx • • I Lin CD in -4 6 a' 2 L 4 J c ) z 0 < 0 0 > O CL z • uw � to _ U 0_ C7 z 1 ` - n- °a fc O a drowtng Q W97 -1 1 sheet 2 of 4 0, 3r 2 0 0 ARCHITECTURAL LEGEND rf;EWIFtrTROET&GlINSEOEIRNYG LL WA DWGS.) .'II"'MM 'II WALL PARTITION iiiii /iii4 LOW PARTITION S feg47s3 ECOAT4 1 WINDOW i 1 DENOTES NEW MILLWORK oat DOOR NUMBER SEE DOOR SCHEDULE 05 WINDOW NUMBER SEE WINDOW SCHEDULE WALL TYPE . FINISH INDICATOR 1w -iI MASTER DENOTES ROOM NAME & NUMBER SEE ROOM FINISH SCHEDULES 1 001 1 4 , 2 INTERIOR ELEVATIONS SEE INTERIOR ELEVATION SHEETS LEVEL INDICATOR _r' 4.5m INDICATES ELEVATION LEVEL A.F.F. /_ O DOOR NOTE: G.C. TO VERIFY THAT EXISTING PARTITIONS, ADJACENT TO NEW PARTITION TYPES MATCH ALL CHARACTERISTICS AND SPECIFICATIONS OF THE NEW PARTITION. G.C. TO PROVIDE NEW CONCRETE DECK, REFER TO ENGINEER STRUCTURAL DRAWINGS DETAILS 2/S -3 AND 5/S -3 NEW METAL RAILINGS FINISH T.B.D. G.C. TO SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW. n----._ KITCHEN CLOSET 0 014B 1 0 _ 2�� .1�llia1 1 —1111 111111x TERRACE CLOSET BEDROOM ALIGN DINING A/C CLOSET 4.f / / / / / / / / / / /r % / / / // % / / / /// // EXIST. CLOSET EXIST. CLOSET 11 WALK -IN CLOSET MASTER BEDROOM EXISTING BEDROOM EXIST. CLOSET EXISTING BEDROOM MASTER BATHROOM EXISTING BATHROOM EXISTING BATHROOM EXIST. CLOSET a r I sic ao EXISTING TOILET EXISTING GARAGE 1 020 1 A -1 5' -4" 12' -O' 6' -0" CONSTRUCTION PLAN 7' -10" 1 /4 " =1' 17' -0" 2" X 2" STEEL POST ANCHORED TO WOOD BLOCKING AND FLOOR (TYP.) NEW RAILING It 7' -10" EXISTING LIVING ROOM 1 002 1 ■ TYP. a EXISTING ENTRY 001 1 L_1 11' -9" 18' -4" - EXIST. CLOSET 1 003 1 15-4" 5-11 "8 TYP 0 PAINT 2" X 2" STEEL POST ANCHORED TO WOOD BLOCKING AND FLOOR 1DINING RM. 017 a PARTITION TYPE 2A PARTITION TYPE 2 WOOD VENEER FRAME / CONT. WOOD BLOCKING. 1 -0" SCALE: 1' WOOD CAP STAIN TO MATCH EXISTING WOOD VENEER CONT. WOOD BLOCKING. 1 LAYER OF 5/8" GREEN BOARD EA. SIDE OF 2 "X4" WD. STUDS © 24" O.C. 2 "X4" WOOD RUNNER. 3 1/2" SOUND ATTENUATION BLANKET STAPLED TO G.W.B. BASE AS PER FINISH PLAN. FLOOR AS PER FINISH PLAN. WD. VENEER COUNTER BASE AS PER FINISH PLAN. FLOOR AS PER FINISH PLAN. SCALE: 1 " =1' - 0" FLAT CONC. ROOF TILES TO MATCH EXISTING OVER (I) LAYER OF 90# SLATE HOT MOPPED OVER (I) LAYER 30# FELT TIN TAGGED OVER 5/8" EXTERIOR GRADE PLY \VOOD GALV. METAL DRIP OVER 1X2 P.T. \VD. NAILER CONT. TOP OF BEAM REFER TO ENGINEERING \VGS. NE \V \VD. FASCIA TO MATCH EXISTING IN ANGLE AND FENESTRATION 4 "X 16" SCREEN VENT AT S' -0" O.C. LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS A GROUND FL. FIN. EL. +0' -0" 1/4" X 8" X 8" STEEL ANGLE SUPPORT STONE MOSAIC (REFER TO FINISH PLAN) 1 LAYER OF 5/8" G.W.B. EACH SIDE OF 2 "X4' WD. STUDS © 24" O.C. 2 "X4" WOOD RUNNER. EXISITING LIVING RM. 002 BATT INSULATION CEILING AS PER PLAN FRAME AS REQUIRED TO SLAB / STRUCTURE ABOVE 2 "X4" WOOD RUNNER SEAL G.W.B. TO FLOOR BASE & MOLDING AS PER FINISH PLAN & DETAILS. FINISH FLOOR AS PER PLAN. CONC. SLAB. — — — — — — — — — — MI — — - - - OM NS MI MO =I MI - - - - — — — — NM MI MD WM INS MP — MIN 11. MN MI — — — — — — — — — MI NM MI MI MI MI IMP MI — .. RIM MI MI NM MI - — — — — — - — — — INN MI ." MI — — — — — — — — — IMO — IMIM MB — — TO MATCH EXISIT. (O.H.) 12 3 L *C"- 0a<- P \ C G\ x • IIIIII= IIIII = • x - 1 —III I I I 1 =1 I I I 1 =1 I I I 1 =1 I I I 1 =1 I 11111= 1111111111 11111_ 2 -1/2" SOUND ATTENUATION BLANKET 1 LAYER OF 5/8" G.W.B. EACH SIDE OF 2 "X4" WD. STUDS ® 16" O.C. PARTITION TYPE 1 E AB \V�46'T PER s ., i. ACTURES 5 " ATT INSULATION (R ! sus li►i i s� viii i s i►is is i s=i ii � si i i s=s is� si s i s isis � s i WALL SECTION A FOR STRUCTURAL SPECIFICATIONS REFER TO ENGINEERING DRAWINGS WALL SECTION B FOR STRUCTURAL SPECIFICATIONS REFER TO ENGINEERING DRAWINGS tflttttl?!._ / / SCALE: 1 " =1' -0" 1/2" GYPSUM BOARD ON I" 3" P.T. W000 FURRINGS AT 16" O.C. RIGID INSULATION (R =5) 5/8" GYPSUM BOARD ON I "X2" P.T. W000 FURRINGS AT 24" O.C. NOTE: PROVIDE ''DUROCK" AT \VET / KITCHEN AREAS (U.O.N.) I "X4" P.T. W000 NAILER CONT. (TYP) 4" BASE (SEE FINISH SCHEDULE) NOTE: WHERE CABINETRY IS INDICATED N PLAN, USE WOOD STUDS ( ©16' 0.C.) AND PROVIDE BLOCKING FOR CABINET ATTACHMENT. PROVIDE "DUROCK" AT WET / KITCHEN AREAS (U.O.N.) ES AS CS. 0) SCALE: 1 " =1' —O SCALE: 1 a =1' -0" The Drawings and Designs on this sheet ore the sole property of Insight Design, Inc. and may not be reproduced in whole or in port without written permission from Insight Design, Inc. insight design z 0 W ct s aa" O 0 6 C2 DATE: PROJECT NO 0216 -00 DRAWN BY: SCALE: SHEET NO: A -1 C) 0 • o • , e to O N O M C ( O O �Q 0 0 1.4 N Z 4'O co ° O Q 09/23/02 ( CT NO: 02 -39 DRAWN BY: M.A.M. DATE: 09/03/02 SCALE: AS SHOWN SHEET NO: 8 -2 NOTES: NOTES: I: ROOF DECK PER DETAIL 1/6-4. 1.- REFER TO ARCHITECTURAL DRAWNG& FOR ADDITIONAL ROOFING its CATION. 3.- SEE DRAWING 8 -5 FOR TIE BEAMS. 4.- TOP OF NEW TIE BEAM TO MATCH EXISTING. 5.- SEE DRAWING 6-5 FOR TRIJ66E8 DESIGN LOAD. ROOF FRAMING PLAN 1- SLAB ON GRADE TO BE 4' THICK REINFORCED WITH 10/10 - 6x6 W.WM. ON 10 MIL. VAPOR BARRIER OVER 95% COMPACTED CLEAN GR4NULAR FILL. 2.- ALL EXTERIOR WALLS TO BE 8" THICK REINFORCED VERTICALLY Ili/ 5e32" O.C. MAX, AND 5 GAGE IaORIZONTAL JONT REINFORCEMENT AT 16' O.C. SEE DETAIL 3/8 -3 FOR ADDITIONAL NFO. 3.- TOP OF NEW FOOTING TO MATCH EXISTING. 4.- SEE DETAIL 8/6 -3 FOR FOUNDATION. FOUNDATION PLAN SCALE 1/4' =1' -0' SCALE 1/4' -1' -O 4 4 4 TYPICAL ALL CORNERS / 4 t to TB -2 -� TB -2 TG • A B -1 — — - - r - - - - - • 1 3 TG2 -2 1 1 1 0 1 11 • 7 r 2 1- - - 1 -� -' -4 ( 6- T — TB -1 1 10 5' -0' J -f 5' -0" 12' -0' EA. END T n TYPICAL DECK ti PIGGY BACK TRIJ66o OVER EXISTING ROOF 11' -0" la111111u1aoi Aff4 1111111111111 1111111111111111111A c1J111L111111 4" THK B.O.G. REINFORCED Li/ 10/10 6x6 W.1121. OVER 10 MIL VAPOR BARRIER ON S5% COMPACTED FILL ON EXI NG NOME APPLY DETAIL 12/8 -3 To ALL CORNERS AND U. NDOW& OPEN NG6 3' -0" AND LARGER AND AT 20' -0" O.C. MAX. 10-0' WF -168 EXISTING FOOTING II' -9' 12/6 -3 U,F -I6S 5' -11' 4" TI-K. aoa REINFORCED LW 10/10 6x6 WM. OVER 10 MIL VAPOR BARRIER ON 95% COMPACTED FILL 11 I-, r1/ ' 1 '3 S -3 — f1 L i 2 18'-4" fl # n 0 -16 i EA. END 3 5 032" O.C. VERT. MAX. -� GROUT SOLID 7; r � 4 -- 4 4 4 in Q 3 The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced In whole or in part without written permission from Insight Design, Inc. F3E NEI. E. P. E. # N insight design Z 0 5 cc id CO o r o M L c� it N :r •r-I sL 0 V cc� a) A � W4� ring • L ' Z O ;94 • (1 I n C1 C1 0 O Ch .40 � bow 'n o • r••4 F.- `n V4 Z - o 7:9 o W • b U V W c l cA CI CDC4 • ,-.4 U o O o a a 1 MARK WIDTH DEPTH LONG TRANSVERSE WF 16 16" 12" 2 # 5 # 4 ® 32" O/C WF1613 18" I2" 3 # 5 74B #40 12" O/C TSB WF24 24" 12" 3 # 5 # 4 ®12" O/C. WF30 30" 12" 4 # 5 TSB #40 12" O/C 7413 TE -I 12" 12" 2 # 5 0 0 0 ° Q FINISHED GRAD SEE ARCH. DRWGS. SEE WALL FOOTING— N.-- SCHEDULE FOR REINF. DETAIL # 3 ®12" O/C EACH WAY SLAB ON GRADE AS PLAN 0 WALL REINF. AS— SHOWN ON PLANS ° o ° ° O ° 0 0.. 00e• 00• • . CONTRACTOR MAY SUBSTITUTE PRECAST LINTEL AND POUR CONCRETE TIE BEAM AS SHOWN BY ADDING #50 6" o/c HORIZONTAL AND #3 0 6" o/c STIRRUPS r G.M.U. PANEL F'�f2 ALL OPENINGS 3'-O" To 6 PROVIDE I#5 =_ V RT. EA. SIDE OF OPENING. U LESS INDICATED OTHERWISE I ('LAN ORA OPENINGS �2'-Q" O 8' —CSI" PROVIDE 2#5 11 ERT. EA. SIDE OF OPENING. ESB 1NP AT a OTHER ' ISE' IN PLAN PA r u. " o 0 ° ° ° ° O °° ° O ° ° o ° 3" GLR v WIDTH r� m SLAB —ON —GRADE STAIR 3/4' • 1' -0' 8" G.M.U. WALL WITH HORIZONTAL JOINT REINF. SEE GENERAL NOTES SLAB -ON -GRADE r SEE FND. PLAN CF ° o °o ao° �. o o PROVIDE #6024" o/c VERT. AND #1 JOINT REINF ®8" o/c BELOW FINISH FLOOR EXTERIOR WALL FOOTING SECTION 3/4' = I'-O' X 8'x8" GONG --'—REINF. II REINF. Wi G.M.U. PANEL 45 % COMPACTION NOTE: I - COORDINATE ELEVATIONS AND RISER DIMENSIONS WITH ARCHITECT. 0 0 0 00 o °Oa °O 00 ° ° �� "27" SLAB ON GRADE DEPRESSION / SThP 9/4' = I'-O' CONC. TIE BEAM PER FRAMING PLANS SILL 2#5. 0 00 °O TYPICAL WALL OPENING REINFORCING 3/4' = NOTE: FOR OPENINGS 8'-O" OR LARGER PROVIDE TIE COLUMN 8x12 MIN. W/4#5 VERT. 4 #3 08" TIES. AND 8x12 SILL REINFORCED W/2 #5 T. 4 B. , 4 #3 STIRRUPS 03" O /G. 0 X, NOTE: — #5024' O /C. PROVIDE 2#5 x OPENING WIDTH +2' -0", TOP REINFORCEMENT UNDER ALL WALL OPENINGS WIDER THAN 4 w VERT. REINF. AS SHOWN ON PLAN. (V 1- WALL BEYOND 1/2" EXPANSION JOINT WHERE EXTERIOR SLABS ABUTTS BUILDING SEE ARCH. OR PLAN FOR STEP s N, FOOTING PER FND. PLAN SECTION AT DOOR OPENING 8" f-- j 4" LAP 'TYP. CORNER REINFORCING DETAIL Q 1 NEW SLAB TiE COLUMN • EXISTING FOOTING • 30" LAP 3 # A kpcMg*, ( 6 ) gcgros TYPICAL 4 GAUGE DURO -WALL LADDER TYPE HORIZ. JOINT REINFORCEMENT ® 16" G/G 5/4' =1 -0 X 9/4' • I' -0' b LAP PREFAB CORNERS ® 16" C/G LAP 6" MIN. WITH TYPICAL HORIZ. JOINT REINFORCING TYPICAL 4 GAUGE DURO -WALL HORIZ. JOINT REINFORCEMENT ® lb" G/G // ALL. TIE COLUMN VER BARS THAT F ALL ON EXIST FOOTING DRILL AND EPDXY STRAIGHT DOWELS 6" INTO EXIST FINISHED GRADE SEE ARCH. DRWGS. TYP. CORNER REINFORCING DETAIL EXIST GMU WALL t ill!!= ilTi I� /,/� ,�/� 0 • NEW TO EXISTING SLAB ON GRADE 9/4' = EX 15T GONG FTG SEE WALL FOOTING — SCHEDULE FOR REINF. DETAIL EXISTING WALL TO BE REMOVED. DRILL $ EPDXY 3 # 5 x 1' -6" PROVIDE 6" EMBEDMEN EXISTING SLAB NEW LOOTING AT EXIST. IrOOTING 5/4' = I -0 111!1::.: X 0 ° o ° o • a 5" CLR� Y41 DTH EL. FIELD VERIFY T.OF T -B EXISTING TIE -BEAM, TO REMAIN DRILL 3/4 "� HOLE IN EXISTING TIE BAEM 6 DEEP AND PLACE N<o.5 BAR AND FILL KITH EPDXY GROUT, TYPICAL EACH BAR. EXISTING BLOCK WALL TO REMAIN I 1' -O" • TCI " TIE COLUMN PER PLAN PROVIDE DOWEL(SAME SIZE AS FOOTING REINF) 12" INTO EXIST FOOTING W/ 5' -0" LAP W/ FTG REINF. ° fob ° e 0 0 ° O % oo ° ° o O o ° o 0 0 ° 0 o 0 0 0 ° SLAB -ON -GRADE 1 — SEE FND. PLAN c{1 m 8 "XS "CAP W/2 #5 # 5 ® 24" O/G MAX. HALF TIE SPACING ALONG SPLICE GMU WALL FOOTING PER PLAN #q JOINT REINF ®8" o/c BELOW FINISH FLOOR WALL SECTION AT WINDOW OPENING 4 #5 VERT. #3 "TIES 45 % COMPACTION 3/4' = 1' -0' E STRUCTURE O' -0" TWO (2) -05 x 5 LONG AT CENTERLINE OF EXISTING TIE -BEAM, TYPICAL. NEW ALL BLOCK W ti NEW STRUCTURE NEW CONCRETE TIE -BEAM, SEIE PLAN AS SCHEDULED. NEN TIE - COLUMN, SEE PLAN AS SCHEDULED. NE IN TIE—BEAM TO EXISTING TIE —BEAM CONNECTION TIE COLUMN SCHEDULE CORNER BARS LAP 48" BAR DIA. (2' --0 TO MATCH LONGITUDINAL REINF. TYPICAL FOOTINGS INTEFZSEGTIONS 5/4' = (2) CORNER BARS LA -L 48" BAR DIA. (2' -6 ") TO MATCH LONGITUDINAL REINF, WALL FOOTING SCHEDULE I' -8" TC3 Z4 6 #5 VERT. #3 ®8" TIES BOTTOM OF EXISTING TIE BEAM. I -#5 DOWEL SET W/ HILTI HIT HY 150 ADHESIVE (PER MANUF. SPECIFICATIONS) OR APPROVED EQUAL. 1 -#5 VERTICAL IN FOUNTED BLOCK CELL. EXISTING MASONRY WALL OR WINDOW/DOOR OPENING ON ONE SIDE 5" X 8" CONC. TIE -DOWN 1 - #5 DOWEL SET W/ POR -ROK CEMENT EXISTING FOOTING PROVIDE AT EVERY BUILDING CORNER, WINDOWS OPENINGS WIDER THAN 3' -0" AND AT 20' -0" MAXIMUM INTERVALS EXISTING WALL REINFORCEMENT The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in part without written permission from Insight Design, Inc. 0 id insight design z 0 W LI w c o t N2- 0 ,z ou. 8,:,6 W 4� - •1 400) O y . OrE N (T cb vl m 0 �o M 7 � o 0 4 ) N cv 0 o � O C r ROJEP CT NO: 02.39 DRAWN BY DATE: SHEET NO: M.A.M. 09/03/02 SCALE: AS SHOWN S -3 DECKING AS PER 7/5-4 2"x4" CRO55 LATERAL BRACING ®IO' O.C, OR PANEL POINT 5.E. METALS RTPI8122O -T STRAP AT EA. END OF TRUSS NV I0-16d. PIGGY BACK TRUSSES PETAL L 3/4" - 1' -0" 2x4 CROSS BRACING 2' -6" ADD 2 # 5 CORNER BAR AT TOP AND BOTTOM OF BEAM r CONCRETE CORNER BEAM - PLAN VIEW 2x4 CONTINUOUS HORIZONTAL LATERAL BRACING 15 SP. 6 2' -0" c/c • 30' -0" (MAX.) SEMGO RTI2 ® EA. TRUSS (TYP) CHORD OF TRUSS 104 HOOK AT ALL TOP BARS BEAM REINFORCING - SEE SCHEDULE (TOP PLANE SHOWN) 5 4" PLYWOOD OVER TRUSSES NOTES: HORIZONTAL BRACING OF TOP AND BOTTOM CHORD: 1. PROVIDE ONE ROW OF HORIZONTAL BRACING A$ SHOWN EVERY 10' -0" OF SPAN OF TRUSS. 2. BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD MEMBERS AT SPLICE LOCATIONS, LAP BRACING MEMBERS OVER AT LEAST TWO TRUSSES. E-3 WOOD TRUS$`45 AT 24 "c /c 2 10c1 NAILS (TYP.) TYPICAL PERMANENT LATERAL BRACING FOR TRU55E5 TRUSS BRIDGING 3/4" = 1' -0" TOP OF BEAM MATCH EXTG FOR FASCIA- SEE ARCH. DW65. TOP OF BEAM MATCH EXTG FOR FASCIA SEE ARCH. DINGS. PREFAB WOOD TRUSSES A PER MANUFACTURES SPECS. PRECAST LINTEL AND MASONRY MAY BE USED IN LIEU OF CONCRETE EXTENSION. IF BEARING CAN NOT BE OBTAINED AT EACH END, USE CONCRETE EXTENSION. 2x4 CONTINUOUS HORIZONTAL LATERAL. BRACING HURRICANE STRAP. SEE 5 -5 FOR STRAP TYPE 4 NAILING. DIAGONAL BRACING: I. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END OF EACH ROW OF PERMANENT HORIZONTAL BRACING, AND AT NO MORE THAN 30' - 0" SPACING IN DIRECTION OF HORIZONTAL BRACING. 2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS. 2x4 CROSS BRACING PREFAB WOOD TRUSSES A5- PER MANUFACTURES SPECS. 12 5/8" THICK PLYWOOD DECK. LATERAL BRACE PER 1/5-4 TRUSS TO WALL CONNECTION OPENING TYPICAL TIE BEAM OVER OPENING HURRICANE STRAP. SEE SHEET 5-5 SCHD FOR STRAP TYPE 4 NAILING. 8 "x12" TIE BEAM PER ROOF FRAMING PLAN. 8" G.M.U. WALL REINFORCED PER PLAN. TIE BEAM DEPTH PER SCHEDULE 5/8" THICK PLYWOOD DECK. 12 /NN 3/4" = 1' -0" ADDITIONAL DEPTH AT DOORWAY OR WINDOW PER ARCH. DRAWINGS. ADD #5 45 G/C EA. WAY, EXTEND REINF. AND CONCRETE 8" MINIMUM BEYOND OPENING AT EACH END. 3/4" = 1' -0" 2 X 6 STRUCTURAL SUB — FASCIA ALL CONN. W/ (2) — 16d NAILS f 1 CORNER OF ROOF TRUSSES 3/4" = 1' -0" TOP' OF BEAM FASCIA -07 —0 — 0 4" PLIES 4" � O COLUMN BRACKET / GIRDER CONNECTION. 5/8" PLYWOOD SHEATHING W/I001 COMMON NAILS, NAILS SHALL BE 6" c/c AT PANEL EDGE AND ®6" AT INTERMEDIATE TRUSSES (TYP.) AND 4 "G /C AT GABLE ENDS 4 INTER.. DIAPHRAGM GABLES II I II II 11 II II II i '% \r % '% ////, i GALVANIZED 1/4" THICK SADDLE. PROVIDE 2 OR 4 3/4 "0 x6" EMBED EXPANSION BOLTS ASTM A307 OR BETTER COORDINATE W/ TRUSS MF'R 4" 7" 2 1/2" JACK TRUSS. SHEATHING OR DECKING PER PLAN 2x4 BLOCKING @24" 0 /C. PETAL L OF TRUSSES CONNECTORS HURRICANE STRAP EA. SIDE. TRU55 GIRDER. PREFAB. WOOD TRUSS. PROVIDE BLOCKING AT ALL DECK CHANGES AS PER DETAIL 4/S-4 ROOF DECK SHEATING 3/4" = I'_O" (2) 3/4 "0 THRU BOLTS 3/4" = I' -O" 2" 2 11` 1 II II `r L4 "x3 "x3/8" x 12" WITH (2) 5/8 "0 S/S EXP. BOLT INTO GROUTED CELL, WITH 4" EMBEDMENT. CONNECT TO KICKER W/ 3/4" S/S BOLT. EXTERIOR CMU WALL PER PLAN. USP STRAP RAFTER TIE "RTIbT" W/ (6) Ibd FASTENERS DGA # 00- 1218.03 (OR APPROVED EQUAL) MIN. NAIL PENETRATION SHALL BE 115/16" FOR I6d NAILS CONNECTED TO CONCRETE W/ 4-1"x2" TAP DONS INTO EXISTING TIE BEAM 1 -12" MIN. L3 "x3 "x3/8" FRAME CONTINUOUS GALV. 4 "x4 "x22 Go BENT PLATE. CONDENSING UNIT RACK OR PECK CHANGE DETAIL 3" = I' -0" (4) I /4 "x2 1/4" MASONRY TAPGON SCREWS REMOVE STUCCO @ STRAP LOCATION C) CONNECTION FOR EXISTING TRUSS 9/4" = I '-0" Cr w CONDENSING UNIT MAX. WEIGHT 200# 5/4" = I' -O" NEOPRENE PADS SHAVED 2 "x6" BLOCKING AT DECK CHANGE. CONNECT BLOCKING TO TRUSSES W/ CLIP ANGLE W/4^- NAILS @ EA. END. CONDENSING UNIT BOLTED TO SUPPORT PER MFR. L3 "x3 "x3/8" WELDED AT EACH END ALL AROUND. L3 "x3 "x3/8" KICKER ALL STEEL TO BE GALVANIZED. IOd NAIL ®6" 0 /0. 5/8" GDX PLYWOOD. EXISTING WOOD TRUSSES The Drawings and Designs on this sheet ore the sole property of Insight Design, Inc. and may not be reproduced In whole or in port without written permission from Insight Design, Inc. EXISTING CONCRETE TIE BEAM OR BOND BEAM 1 E. HE ANDEZ P. E. 46618 id insight design z 0 W ff ROJ ECT NO: 02 -39 DRAWN BY: DATE: SCALE: SHEET NO: M.A.M. 09/03/02 AS SHOWN s -4 i 56v /e. /" _ .9O' /G /7 r Y 1 P /1/ E /O© /' J /7,- - 4t" m/ cc. 4 iveg J/ ,v4." /�ii.s,o/lt /8 ioioe -16-47A: /" : 200 .�.� 7'h Y r4,rE T 4 SKETCH 0P SURVEY Lot 15, Block 178, MIAMI SHORES SECTION 8 REVISED, according to. the Plat there- of, recorded in Plat Book 43, at Page 69 of the Public Records of Dade County Florida. Order 07887 November 28,395a p.a. 0174 -4 Scales shown oF-'iA I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above des- cribed property is true,an . 0grreat to the best of my knp�lt ge alid; a be- lief as recently sur 4 an �:pij tted under my direotlorn. ps e • «? r- Regist -, t1 and r v:�br ;16O State =sir.? oriAa. • (3 A tr - . 1 • • wi: M;. aY'f b.'ii• s' .:a <,y.. S'.L "� a -'1 . f fi)NDEk Sect e t;* 8 C. litt.. 9- Fcs+sra c.a.. M 7 Y j�, s.#1/1 1017 97 'Sretr.E f"l /err /: L (-,! /1 • 4 • ,E L. E VA I If() N„ f)+E r r to scA : ti ts _: 1 Ci• R( €i2, M')Oi:.. .4rGf+.14 *3 3 -112 roti CON O.:. UN1 t_ A T, A t.J\; 4 `+L E, f? e • ) , , 5 "--0 , -5i ,.........,...„.„..../4„. ..7c,...„ „.-,,..-...,...„...:„..,,,,..„..... .,.. 4,, • , , , • ft tor ! ..) ..., ';i ,e.., 4 ......t. , . r ei N 4 1 N k. 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I a. .,, • :, ..a, ,•.",j4„,„ iv...!..p:::::-..-.a.--„:‘,..47.:27.41t._ 4 ,,,#4-4.4../..4.-,.a.... 4,.....„1 _L.. _L.A._ t ...3... 7 ... L''..' ..71 ...'. ;7t4;....0•J'' ', ' . . . ' I ''' :i•m....../ .4 I t N ' . • N4 K. • ■ \.% '‘ : . . ,, e f • :1 . • . .. -- i• 1 1. . - I C J \ .. ; N,:t., i......_.: ' I 1. .4... ., ., r,, vi - .. 7:: 7, t. ------ ‘•.. - r V t '; \\ t,e , ....r2t4 7 „ir., , ,7 , • 7 7 - 77 . 7 1." • • 1 . t ,,,..... ..-- -, " 1/4 s.. '''' '?' - ._.. - --, ...--,,,, ..04......r: J.......: \A:7,8 iI ft7N rmr ti., , .. —, ... ':..\, N: '■\%. \ ' ' 1 I Ntn 1 ) 4 ;) !'"` r rs , r, 7 L 7 .^7 1:› C " - •■:' ; A , .,..• -: ...- _ .....1N f. a ■ ; - mot L • 1 1 •-••••••• 20'riN A. it:1E, P.L. REGISTERED STRUCTURAL ENGINEER - STATE OF FLORIDA #36Z05 3'220 WEST:T " jt11_ 3 1 7:003 LPL t I 1 1 1 1 i 1 1 1 t 1 1 t 1 t-- "t /'Y - _ t - - -i- - 1 1 1 1 1 t 1 1 1 1 1 1 1 t —�- �- 1 12' AVG. SPACING F--- TYP TYPICAL A OR 9 FRAME I.G. WINDOW 6063 -T5 .8t2 f 1. .500 U U F —1—.062 GLAZING STOP 6063 -T5 1.875 -1 r 062 TYP . 812 FRAME O.G. WINDOW 5063 -T5 A D A OR B DIM. A OR 3 DIM. TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1/4• ANNEALED OR 3/16' TEMPERED FALSE HUNTINS <SURFACE APPLIED) HAY BE USED USE ItiMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. NOTE$ L THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 R.ORIDA BUILpNC COOS. ALSO FOR MnNO LOADS AS PER ASCE 7 USING C:,RRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR ENBEDkaENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A OR 3 PRODUCT REV' SFA = tying vitt Ile Florida Code Accevas OZ_ o t /3, o iiirstiou Dees SINGLE LITE PICTURE WINDOWS OP. H■JM.:VOUN FAAccio 5fRU(,TJRES F'i� PE 1 16507 7002 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 0 z W 0 0 0 0 0 5 (sheet 1 of 4 J SCOPE OF WORK SIINIIIIIIIIIIIIIIIIIIIIItl11111lhNpItlN11N11NIINIK i; nmunlunnnnnnl_ IUnuuuuuulalNtixnlunmullulx >_munmwwlluwnlulwNlo I lu_euuuuuNUluul r, _I N.T.S. KEY PLAN insight des i g n Additiorifi rnoid to Mr. & Mrs. O'Neil Residence 1 099 1■T __1E_ 99t1 Street Miami S1-iores, Florida 1210 Washington Avenue, Suite 225 Miami B each, Florida 33 139 TEL 305 535 9909 FAX 305 604 0093 AR ITECTU RE • INTERIORS AROO 1 4-302 I D0003964- INDEX OF DRAWINGS G -1 D -1 A -0 A -1 A -1.2 A -1.3 A -1.4 A -2 A -2.1 A -2.2 A -3 A -4 S -1 S -2 S -3 S -4 S -5 S -6 AC -1 AC -2 E -1 E -2 E -3 PS -1 P -1 Cover Sheet Notes, Abbreviations & Symbols Demolition Plan Site Plan Construction Plan Reflected Ceiling Plan Power & Communication Plan Finish Plan Exterior Elevations Interior Elevations Elevations & Sections Sections & Details Door & Window Schedules and Details General Notes Foundation Plan & Roof Framing Plan Sections & Details Sections & Details Details, Diagrams & Schedules Wind Pressure Loads & Calculations HVAC Plan HVAC Schedules, Notes & Details Power Plan Lighting Plan Electrical Riser & Schedules Plumbing Site Plan Plumbing Plan 1 The general contractor is responsible to check and field verify all dimensions and conditions, and consult with the architect for clarification of any omissions and /or conflicts before proceeding with the work. 2 The general contractor shall comply with all requirements of the building and fire department, The Florida Building Code, and all applicable codes. 3 U.O.N. the general contractor is responsible for providing/ coordinating all items noted on contract documents. 4 Do not scale contract documents. All written dimensions govern, dimensions are from finish face to finish face of dry- wall U.O.N. Larger scale drawings govern over smaller scale. 5 6 GENERAL NOTES The HVAC contractor shall not place ceiling registers wherever shelving, files or OH units are indicated on the contract documents. All areas shall be provided with wall base to match existing adjacent areas, except where indicated otherwise; and all areas not defined with base type shall be to match existing adjacent area wall base U.O.N. Wall bases will be called out on finish plans. 7 The general contractor shall coordinate and assure all clearances required for ceiling types, light fixtures, plumbing, structural, HVAC, fire protection, etc., prior to installation. Submit coordinated shop drawings to Insight Design and tenant for review and approval. 8 All hardware and related security devices shall be coordinated for design intent by the G.C. and submitted to INSIGHT DESIGN and owner for review and approval prior to installation. 10 G.C. shall coordinate with owner, communications consultants, sound consultants and INSIGHT DESIGN for installation of their work. Provide all necessary labor, conduit, access panels, etc. as required. 10 The G.C. shall coordinate location of outlets for special equipment appliances noted on INSIGHT DESIGN contract documents and manufacturers specifications. 11 N/A 12 13 Full height gypsum board sheets shall be used throughout for full height construction. Existing taped joints, corners, dimples, or screw heads shall be finished smooth and level with adjacent board surface. Class "A" workmanship. 14 All wood shall be fire retardant treated where required by code. Comply with class "C" interior finish flame spread classification. 15 All finish materials, if they deviate from original spec., must be submitted (minimum of 3 samples) to INSIGHT DESIGN and owners for review and approval prior to purchasing and /or any worked being performed. 16 This set of Working Drawings shall be addressed as a complete set, and it shall not be used in parts. It is the responsibility of the G.C. to coordinate the set of drawings with all trades, so that the work will be performed correctly and coordinated among all trades. 17 No assumption shall be made by the contractors, any clarifications needed in the plans shall never be assumed by the contractor. INSIGHT DESIGN will clarify any questions, if and when needed in conjunction with tenant. 18 The General Contractor is to coordinate the work of all other sub- contractors and trades, whether his own or those of any separate contractors let by the owner. 19 The General Contractor shall be responsible for daily removal of all debris. Final cleaning of premises prior to owners occupancy will be subject to owners approval. 20 The General Contractor shall provide proper safeguard in compliance with the Florida Building Code and all applicable codes during all phases of construction. 21 The General Contractor is to notify INSIGHT DESIGN immediately if basic A/C duct system interferes with the installation of light fixtures in any area. 22 The G.C. is to chalk -up all partitions in the field and notify INSIGHT DESIGN prior to construction to verify locations. 23 The General Contractor is to patch and repair as required after all trades. 24 All lumber and decking to be fire retardant as required by all applicable codes. 25 All outlets above counter shall be centered, horizontal 6" above counter top. 26 Pipes of approved material penetrating walls, ceilings and floors required to be fire resistive, shall be sealed with an approved material equivalent to the fire resistivity of the wall, floor or ceiling. 27 All major materials delivery must be coordinated through the building owner 28 Floor preparation is the responsibility of the contractor; therefore the Contractor shall level existing concrete slabs as per specifications. Vertical dimensions and elevations shown on plans are from top of leveled slab except where noted. 29 U.O.N. G.C. to remove all existing flooring in place and restore concrete slab to level condition. Clean substrate, fill cracks, holes, depressions and level floor within 1/8" per 10' -0" radius. 30 Contractor to verify condition of existing systems and account for all repairs and relocations. 31 Before installation, the Contractor shall coordinate with INSIGHT DESIGN the exact location of all switches, wall receptacles, plugs, thermostats and other wall mounted fixtures. 32 N/A 33 N/A 34 G.C. is to review with INSIGHT DESIGN all wall areas within the existing space which are in need of patching and finish repair. 35 G.C. is to review the existing space and familiarize themselves with all existing conditions and finishes. 36 N/A 37 N/A 38 All doors, frames and hardware to match new standard. Review with INSIGHT DESIGN before final installation. U.O.N. 39 N/A 40 G.C. is to provide to the owner and INSIGHT DESIGN a schedule of construction before work begins. Any variation or adjustments to this schedule should immediately be noted to INSIGHT DESIGN and the owner. This schedule is to be updated and submitted weekly to owner and INSIGHT DESIGN. 41 Contractor to submit shop DWG's for review before commencing fabrication and /or installation of all applicable items of construction. All shop drawing dimensions shall be field verified & reviewed by Contractor prior to submittal. 42 All drywall construction, furring, sheathing shall conform to standard details as noted on drawings. 43 Drywall joints shall be taped, spackled, polished and finished to smooth and level finish flush with face of board surface. The same for exterior corners and these shall receive metal corner beads. Class "A workmanship. 44 Where new drywall construction meets existing drywall corner condition, G.C. shall remove existing corner bead and install new drywall flush with existing drywall. 45 Where new drywall construction meets existing drywall contractor shall paint to limits as shown on finish drawing. 46 G.C. shall comply with all requirements of the Fire Department, the South Florida Building Code, and all other applicable codes and ordinances. 47 U.O.N. General Contractor is responsible for providing and /or coordinating all items noted on contract documents. 48 Architectural drawings shall govern over engineering drawings for location of lighting, telephone, outlets , ceiling diffusers, light fixtures, etc. 49 Refer to engineering drawings for location of emergency and other life safety devices. 50 Upon completion of the work the contractor must submit as -built drawings for all the trades to the owner and building to get their final payment. 51 G.C. is to submit a complete redline set of as -built plans, operation and maintenance manuals (three sets) and warranties for equipment to be provided to owner. GENERAL FINISH NOTES 1. REFER TO SPECIFICATIONS FOR ALL PERFORMANCE AND QUALITY GUIDELINES AND FOR ADDITIONAL SUBMITTAL INFORMATION. 2. INTERIOR FINISH MATERIALS AND THE INSTALLATION PROCESS SHALL BE IN COMPLIANCE WITH ALL LOCAL GOVERNING CODES INCLUDING BUT NOT LIMITED TO FLAMMABILITY RATINGS AND VOLATILE ORGANIC COMPOUND REQUIREMENTS. 3. CONTRACTOR SHALL INSPECT ALL SURFACES SCHEDULED TO RECEIVE NEW MATERIAL AND VERIFY THAT CONDITIONS ARE SUITABLE FOR APPLICATION OF FINISH MATERIAL PRIOR TO INSTALLATION INCLUDING, BUT NOT LIMITED TO, PROVIDING A SURFACE THAT IS DRY, CLEAN AND FREE OF OIL, GREASE, MILDEW, LOOSE AND FLAKING PAINT AND OR ANY OTHER FOREIGN SUBSTANCES. IF NOT, CONTACT ARCHITECT FOR DIRECTION. 4. TYPICAL PAINTED WALL FINISHES SHALL BE ONE (1) COAT LATEX PRIMER WITH MINIMUM OF THREE (3) COATS OF SPECIFIED PRODUCT, EGGSHELL FINISH. REFER FINISH LEGEND FOR SPECIFIC FINISH. WHERE NEW PARTITION MEETS EXISTING PARTITION IN THE SAME PLANE, THE ENTIRE PLANE SHALL BE PAINTED. CONTRACTOR SHALL SUBMIT THREE (3) 12" X 12" GYPSUM BOARD SAMPLES OF EACH SCHEDULED PAINT COLOR TO ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. SAMPLE IS TO REPRESENT FINISH SHEEN, TEXTURE, AND NUMBER OF COATS OR APPLICATIONS AS SPECIFIED. EACH SAMPLE IS TO BE LABELED BY THE CORRESPONDING FINISH PLAN KEY NOTE AND PAINT SPECIFICATION. 5. PLYWOOD BACKBOARD FOR TELEPHONE /DATA OR SECURITY EQUIPMENT SHALL BE PAINTED TO MATCH THE COLOR OF THE WALL ON WHICH IT IS MOUNTED. PAINT PLYWOOD ALKYD SEMI GLOSS ENAMEL PRIOR TO INSTALLATION OF THE EQUIPMENT. IF REQUIRED, PLYWOOD SHALL BE PAINTED PRIOR TO PAINTING OF WALL ON WHICH IT IS MOUNTED. PLYWOOD SHALL BE SMOOTH, CLEAN, SQUARE AND HAVE EDGES FILLED AND SANDED. 6. GENERAL CONTRACTOR SHALL INSPECT PREMISES AND INCLUDE ALL FLOOR PREPARATION INCLUDING, BUT NOT LIMITED TO, FILLING, LEVELING, GRINDING, CLEANING, ETC. FOR INSTALLATION OF SPECIFIED FLOOR COVERING. 7. FLOORING TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOOR OR OPENING UNLESS NOTED OTHERWISE. 8. CONTRACTOR SHALL PROVIDE HARD RUBBER TRANSITION STRIP BETWEEN CARPET AND RESILIENT FLOORING. COLOR SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD SELECTION. 9. CONTRACTOR SHALL SUPPLY THREE (3) SAMPLES OF EACH FLOOR COVERING SPECIFIED PRIOR TO INSTALLATION. EACH SAMPLE SHALL BE LABELED WITH THE CORRESPONDING FINISH PLAN KEY NOTE AND SPECIFICATION. SAMPLES SHALL BE REPRESENTATIVE OF ALL DYE LOTS WHICH ARE TO BE USED ON THE PROJECT. 10. CONTRACTOR IS RESPONSIBLE FOR CROSS- REFERENCING FINISH NOTES BETWEEN PLANS AND ELEVATIONS. IF A DISCREPANCY IS FOUND, CONTACT ARCHITECT FOR INSTRUCTION IMMEDIATELY. 11. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SURFACES NOT HAVING A FINISH SPECIFIED PRIOR TO SJBMITTING FINISH BID. 12. CONTRACTOR IS TO PROVIDE FLOOR LEVELING AS REQUIRED. PROVIDE FLOOR TOLERANCES ACCEPTABLE FOR FLOORING INSTALLATION AS REQUIRED BY THE FEDERAL ADA LAW AND MFG. SPECFICATIONS. 13. WALL BASE AT MILLWORK TOE KICK SPACE TO BE 4" HIGH AND TO MATCH PLASTIC LAMINATE ON MILLWORK. 14. REFER TO ELEVATIONS FOR ADDITIONAL FINISH INFORMATION RELATING TO ALL MILLWORK. 15. ALL FIRE EXTINGUISHERS CABINETS TO BE PAINTED TO MATCH ADJACENT WALL. REMOVAL NOTES 1. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY DETAIL OF DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VISIT JOB LOCATION TO BECOME THOROUGHLY FAMILIAR WITH THE WORK AND SHALL VERIFY ALL EXISTING CONDITIONS APPLICABLE TO THE DEMOLITION WORK PRIOR TO SUBMITTING A BID FOR THE WORK. IF ANY ITEMS AND /OR SYSTEMS ARE OTHER THAN AS DESCRIBED ON THESE DRAWINGS, THE CONTRACTOR SHALL SUBMIT A BID ON THE BASIS OF THE WORK. ACTUALLY REQUIRED TO DEMOLISH, PROVIDE, OR INSTALL ANY ITEMS OR SYSTEMS EQUAL TO THE DESIGN AS DRAWN AND QUALIFY THE BID ACCORDINGLY. ADDITIONAL COSTS SHALL NOT BE ACCEPTED FOR ADDITIONAL EXPENSES FOR ANY BUILDING 2. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE JOB SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR DAILY. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. 3. N/A 4. DEMOLITION TO OCCUR IN SUCH A MANNER SO THAT ALL EXISTING COMPONENTS SUCH AS LIGHTS, SWITCHES, DOORS, FRAMES, HARDWARE, ETC. ARE CAREFULLY REMOVED AND SALVAGED FOR POSSIBLE RE -USE. 5. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY THE REMOVAL OF PARTITIONS. REMOVED PIPES AND /OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES AND SHALL BE PROPERLY CAPPED OR PLUGGED. 6. REMOVE ABANDONED DUCTWORK, WIRES, PIPES, ETC. SERVING THIS RESIDENCE ABOVE AND BELOW THE CEILING AND FLOOR SLAB. ALL ABANDONED OPENINGS THROUGH THE SLAB (PLUMBING, ELECTRICAL, ETC.) TO BE REPAIRED TO MAINTAIN. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING COURSE OF WORK. 8. THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY AGENCY IN ORDER TO DO THE WORK DESCRIBED HEREIN. 9. N/A 10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY AND STATE LICENSES PRIOR TO COMMENCING CONSTRUCTION. IF SPECIAL PERMITS ARE REQUIRED FOR ANY OF THE WORK, THEY SHALL BE OBTAINED AND EXHIBITED. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH THE LAWS, ORDINANCES, CODES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. 11. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A BROOM CLEAN CONDITION AT ALL TIMES. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES, AND BE RESPONSIBLE FOR THE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL ITS COMPLETION, 13. GENERAL CONTRACTOR SHALL EXERCISE CARE DURING DEMOLITION AND REMOVAL TO ASSURE THAT ITEMS SCHEDULED FOR DEMOLITION ARE PROPERLY REMOVED AND ITEMS TO REMAIN ARE PROTECTED FROM DAMAGE. 14. ALL FINISHES AND SURFACES WHICH ARE DAMAGED DURING DEMOLITION SHALL BE REPAIRED AND OR REPLACED TO THE SATISFACTION OF THE PROJECT ARCHITECT AT NO ADDITIONAL COST TO OWNER. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY DEMOLITION WORK. 16. ALL DEMOLITION WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH BY THE FLORIDA BUILDING CODE (LATEST EDITION) AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 17. CODE (LATEST EDITION) AND ALL OTHER APPLICABLE CODES AND REGULATIONS. STRUCTURE PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 18. CONTRACTOR IS TO CONDUCT ALL NECESSARY DEMOLITION AND WORK AS REQUIRED TO PRODUCE A COMPLETE JOB READY FOR PROPOSED NEW WORK AS OUTLINED ON THE CONTRACT DOCUMENTS. 19. REMOVE EXISTING FLOORING AS REQ. PATCH /REPAIR /PREP AREAS REQ. TO RECEIVE NEW FINISHES. IDENTIFICATION SYMBOLS (A DETAIL NUTABER SHEET NUMBER WHERE DETAIL IS SHOWN IDENTIFICATION MARK FOR DETAILS ELEVATION TARGET IDENTIFICATION MARK FOR INTERIOR ELEVATIONS SHEET NUMBER WHERE DETAIL IS SHOWN SHEET NUMBER WHERE DETAIL IS SHOWN IDENTIFICATION MARK FOR SECTIONS IDENTIFICATION MARK FOR SECTIONS DETAILS OFFICE 19301 WALL TYPE COLUMN NUMBER CENTER LINE OF COLUMNS CENTER LINE DOOR NUMBER DENOTES NEW 1 EXISTING 1 RELOCATED DENOTES ROOM NAME AND ROOM NUMBER ABBREVIATIONS ADDL. ADDITIONAL A.F.F. ABOVE FINISHED FLOOR A.P. ACCESS PANEL APPROX.APPROXIMATE ARCH. ARCHITECTURAL A.V. AUDIO VISUAL BLK'G BLOCKING BLDG BUILDING BM. BLOCK BOT. BOTTOM CAB. CABINET CEM. CEMENT C.J. CONTROL JOINT CENTER LINE CLG. CEILING CLR. CLEARANCE C.M.U. CONCRETE MASONRY UNIT C CONC. CONCRETE E8 N. CSbNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CONV. CONVECTOR CORR. CORRIDOR CPT. CARPET CSK. COUNTERSINK C.T. CERAMIC TILE CTR. COUNTER DET. DETAIL D.F. DRINKING FOUNTAIN DIA. DIAMETER DIFF. DIFFUSER DIM. DIME N DIMENSION DR . DOOR WASHER DWG. DRAWING EL. ELEVATION E.C. ELECTRICAL CLOSET ENC. ENCLOSURE EQ. EQUAL EQUIP. EQUIPMENT E.W.C. ELECTRIC WATER COOLER EXIST. EXISTING EX H. EXHAUST EXP.BT. EXPANSION BOLT EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN F.E.C. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.H.C. FIRE HOSE CABINET FIN. FIXTURE FLOUR. FL FOLD. FOLDING F.P. FIRE PROOF FR. FRAM E FS C. FASCIA FUR. FURRING GA. GAUGE G.B. GRAB BAR G.C. GENERAL CONTRACTOR GL. GLASS GR. .B. GYPSUM WALL BOARD HCPD HANDICAPPED HDW HARDWARE HOR. HORIZONTAL H.P. HIGH POINT H.P.L. HIGH PRESSURE LAMINATE HR. HAND RAJL HVAC HEATING AIR CO NNDITIONING H.C. HEIGHTCEILING INSUL. INSULATION INT. INTERIOR J.C. JANITOR'S CLOSET JT. JOINT LAV. LAVATORY L.D. LINEAR DIFFUSER L.P. LOW POINT MFR. MANUFACTURER MAR. MARBLE MAT. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MET. METAL MIN. MINIMUM N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. O.D. OFF. O.H. OPP. PL. P LAS . PTY REF. R.B. REC. REIN F. REQ D. RM. SDP. SECT. SPEC. SPK. SPRKL. S.S. STD. STOR. ST RU C. SUSP. SYM. SHT. TEL. THRSH. TH K. TK.BD. T.O.S. TEMP. U.O.N. VAR V.C.T. VERT. VEST. V.F. V.I.F. CONTRACTOR NOTES 1. ALL DRYWALL CONSTRUCTION, FURRING, & SHEATHING SHALL CONFORM TO STANDARD DETAILS AS NOTED ON DRAWINGS. 2. DRYWALL JOINTS SHALL BE TAPED, SPACKLED, POLISHED AND FINISHED TO SMOOTH AND LEVEL FINISH FLUSH WITH FACE OF BOARD SURFACE. 3. EXTERIOR CORNERS SHALL RECEIVE METAL CORNER BEADS AND BE FINISHED AS IN NOTE #2. 4. FULL HEIGHT GYPSUM BOARD SHEETS SHALL BE USED THROUGHOUT FOR FULL HEIGHT CONSTRUCTION. 5. EXISTING TAPED JOINTS, CORNERS, DIMPLES, OR SCREW HEADS SHALL BE FINISHED SMOOTH & LEVEL WITH ADJACENT BOARD SURFACE. 6. WHERE NEW DRYWALL CONSTRUCTION MEETS EXISTING DRYWALL CORNER CONDITION, G.C. SHALL REMOVE EXISTING CORNER BEAD AND INSTALL NEW DRYWALL FLUSH WITH EXISTING DRYWALL. 7. GENERAL CONTRACTOR TO PAINT ALL NEW DRYWALL CONSTRUCTION. SEE SPECIFICATIONS. 8. WHERE NEW DRYWALL CONSTRUCTION MEETS EXISTING DRYWALL CONTRACTOR SHALL PAINT TO LIMITS AS SHOWN ON FINISH DRAWING, SHEET A -1.4 9. G.C. TO REFURBISH ALL DAMAGED LANDSCAPING WITH COMPARABLE LANDSCAPING AFTER COMPLETION OF WORK AT AFFECTED AREAS. 10. ALL PLUMBING FIXTURES TO BE OWNER PROVIDED G.C. TO PROVIDE ALL LABOR AND INSTALLATION ON CENTER OUTSIDE DIAMETER OFFICE OVERHEAD OPPOSITE P LATE PLASTER PLYWOOD PAINT REFRIGERATOR RUBBER BASE RECESSED REINFORCED ROOM RED SOUND PROOF SECTION SPECIFICATION SPEAKER SPRINKLER STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SHEET TELEPHON E THRESHOLD THICKNESS) TACK OAR TOP OF SLAB TYPICAL TEMPERED UNLESS OTHERWISE NOTED UNDERSIDE VARIES VINYL COMPOSITE TILE VERTICAL VESTIBULE VINYL FABRIC VERIFY IN FIELD W/ WITH W 0 D WITHOUT WD.BLK WOOD BLOCKING WOM WOMEN W.P. WATERPROOFING The Drawings and Des on this sheet are the so property of nsignt Desig ^, Inc. and may not be reprod_cec wnc e or in pa't w . o_, perm ss'or `rom ins Des'g Ho. id insight design Z Q cri J 0 m 2 cn cn W O Z W w Z W W L:J 0 06 m 4 ,, U o� r F ia) b1) ° , 1 m no 0 0 (3) , u6 4 , 4 r WJQ) • O O r PROJECT NO: 0216 -00 DRAWN 8Y: OY DATE: 09123102 SCALE: N/A L SHEET NO: G -1 0 M M O tf) 0 o 0 0 N co 710 nTrTnnnTrrnnn1 uluuUUluuuLJ EXISTING 8" C.M.U. WALL TO REMOVE EXISTING WALL TO REMOVE rt----=---n EXISTING WINDOW TO REMOVE ■ / 1 1 r t % EXISTING DOOR TO REMOVE EXISTING WALL TO REMAIN EXISTING TO REMOVE I EXISTING DOOR TO REMAIN li 4i1 r EXISTING WALL TO REMAIN. G.C. TO REMOVE EXISTING BRICK CLADDING PATCH /REPAIR /PREPARE TO RECEIVE NEW SMOOTH STUCCO FINISH. =11#E EkSI TING KITCHEN EXISITING TOILET L-- - 1 l J E X 'SITING D'NINO RM ALL APPLIANCES & FIXTURES TO BE REMOVED. REFER TO SHT. A -1 FOR NEW LOCATIONS. EXISITING GARAGE - - - - -- Imrnim ° iU�luuM I uii ui ilu F 1 L / / 1 i DEMOLITION PLAN / r H REMOVE EXISTING WINDOWS AS INDICATED REMOVE EXISTING PARTITION AS INDICATED EXISITING FAMILY RV, G.C. TO REMOVE EXISTING FLOORING. PATCH /REPAIR /PREPARE TO RECEIVE NEW FLOORING. REMOVE EXISTING RAILING AND STEP FINISHES AND PREPARE THEM TO RECEIVE NEW RAILING AND FINISHES. J 1/4 " =1' -0 EXISITING LIVING ROOM 11 11 11 11 1 1 III IIrE Z-i EXIST. CLOSET EXIST. CLOSET EXISITING ENTRY \, EXiSIT. CLOSET EXISIT. CLOSET EX SIT'NC BEDROOM EXISITING BEDROOM EXISITING BATHROOM. EXISITING BATHROOM EXISITI CLOSET a —J \ \ \ \ \ \ \ iMMN C C C H EXISTING WALL TO REMAIN. G.C. TO REMOVE EXISTING BRICK CLADDING PATCH /REPAIR /PREPARE TO RECEIVE NEW SMOOTH STUCCO FINISH. REMOVE EXISTING CONC. WINDOW LEDGE G.C. TO REMOVE EXISITNG CHARAHUCHI DRIVEWAY AND PREPARE GROUNDS FOR NEW STAMPED CONCRETE DRIVEWAY. MANUF: SPECIALTY CONCRETE PRODUCTS, INC. OR EQUAL 1 -800- 533 -4702 PATTERN: ASHLAR SLATE COLOR: INTEGRAL COLOR TBD 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY AND STATE LICENSES PRIOR TO COMMENCING CONSTRUCTION. IF SPECIAL PERMITS ARE REQUIRED FOR ANY OF THE WORK, THEY SHALL BE OBTAINED AND EXIBITED. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH THE LAWS, ORDINANCES, CODES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. 2. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A BROOM CLEAN CONDITION AT ALL TIMES. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES, AND BE RESPONSIBLE FOR THE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL ITS COMPLETION. 4. GENERAL CONTRACTOR SHALL EXERCISE CARE DURING DEMO- LITION AND REMOVAL TO ASSURE THAT ITEMS SCHEDULED FOR DEMOLITION ARE PROPERLY REMOVED AND ITEMS TO REMAIN ARE PROTECTED FROM DAMAGE. 5 ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHALL BE CAREFULLY REMOVED AS INDICATED IN THE DRAWINGS. IT SHALL REMAIN THE PROPERTY OF THE OWNER. AT OWNERS OPTION, THE GENERAL CONTRACTOR SHALL REMOVE FROM THE SITE AND DISPOSE OF SUCH MATERIALS AND EQUIPMENT IN A LEGAL MANNER, 6. ALL INTERIOR FINISHES ARE TO BE REMOVED PRIOR TO REMOVING ANY STRUCTURAL MEMBERS,(IF APPLICABLE). THE GENERAL CONTRACTOR SHALL INFORM THE ARCHITECT /ENGINEER ONCE THE STRUCTURE IS EXPOSED AND READY FOR VISUAL INSPECTION. ONLY AFTER WRITTEN APPROVAL FOR STRUCTURAL DEMOLITION BY THE ARCHITECT, CAN THE GENERAL CONTRACTOR PROCEED WITH THE WORK. 7. ALL FINISHES AND SURFACES WHICH ARE DAMAGED DURING DEMOLITION SHALL BE REPAIRED AND OR REPLACED TO THE SATISFACTION OF THE PROJECT ARCHITECT AT NO ADDITIONAL COST TO OWNER. DEMOLITION LEGEND DEMOLITION NOTES 8. REFER 10 ELECTRICAL AND MECHANICAL DWGS, FOR ADDITIONAL DEMOL,T.CN N,'URK NOT NOTED ON ARCHITECTURAL SHEETS. 9. VERIFY OPENINGS FOR PIPES AND DUCTS WITH MECHANICAL AND PLUMBING DWGS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY DEMOLITION WORK. 11. ALL DEMOLITION WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH BY THE SOUTH FLORIDA BUILDING CODE (LATEST EDITION) AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 12. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND BE COMPLETELY FAMILIARIZED WITH THE EXISTING STRUCTURE PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 13. IDENTIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES, COORDINATE WITH THE UTILITY COMPANIES AND DISCONNECT OR SEAL ALL UTILITY LINES AS DEEMED NECESSARY PRIOR TO COMMENCING DEMOLITION WORK, 14. REMOVE FROM SITE AND PROPERLY DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. ALL DISPOSAL OF EQUIPMENT AND MATERIAL SHALL BE EXECUTED IN A LEGAL MANNER. 15. CONTRACTOR IS TO CONDUCT ALL NECESSARY DEMOLITION AND SUBSEQUENT PATCHING WORK AS REQUIRED TO PRODUCE A COMPLETE JOB READY FOR PROPOSED NEW WORK AS OUTLINED ON THE CONTRACT DOCUMENTS. 16. CONTRACTOR TO PREPARE /DEMO EXISTING DRYWALL CEILING AS REQUIRED TO RECEIVE NEW CEILING LAYOUT. 17. CONTRACTOR TO REMOVE ALL BRICK CLADDING FROM ALL EXISTING EXTERIOR ELEVATIONS AND PREPARE TO RECEIVE NEW FINISHES. (REFER TO NEW ELEVATION SPECS.) The Draw'ngs and Designs on tHs sheet •z e the sole property of insight Des'gn, 'rc. c-d may not be reorocioed H whole o port t wren • perm;ss'o^ fr om rsight Des gr, o,. id insight design Z 0 W c CO 0 O 25 E W N PROJECT NO: 0216 -00 ' 1 DRAWN BY: DATE: 1 SCALE: SHEET NO: 09123/02 D -1 9' ASPHALT 15' ALLEY 1 90'29'40" (M) 0 2' -10" EDGE OF PAVEMENT 6' -3" 0 89'30'20" 23' -1" 21' -1" 28' -9" TO WATER METE SETBACKS LINE PROPERTY LINE FENCE LINE A -0 RESIDENCE DADE 1 CONCRETE SITE PLAN 119' -9" STORY CBS 1099 N.E. 99TH ST. °' OUNTY, FL. 33138 1/8 = f l N 26'- 27' -10 89'30'20" 90 (M) 35' -0" 22' ASPHALT z LEGAL DESCRIPTION: LOT 15, BLOCK 178, SUBDIVISION RIVISED PLAT OF TRACTS 178B, 178C, 1 79A,1 79B, 179C, 180A AND N-1/2 180C OF REVISED PST OF MIAMI SHORES SECTION 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 69 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. EX ST NO 1 STORY SINCLE AMLY RES DENC E RESIDENCE NUMBER: 1099 N.E. 99TH STREET VAMi SHCRES, DADE COUNTY, �C ��IDA 33 ZONNING CLASSIFICATION: R -17 SETBACKS: FRONT: 25 FEET SIDE: 10 FEET REAR: 15 FEET MAXIMUM HEIGHT: 30 FEET (2 FLOORS) LOT SIZE: 8,957 S.F. EXISTING RESIDENCE: 2,080 S.F. ADDITION: 1 ,066 S.F. TOTAL: 3,146 S.F. MIN. GREEN SPACE: DETERMINED BY SETBACKS T he 3rcWngs and Des'gns on this sheet are the sore property of rslght Design, Inc. and may not be reproduced in whole or .r part w written permission from rsight Design, 0 id insight design Z 0 L� W oo om r U t4" ^1 *' . E- 124 N Z n v T g)) r 0 � 0 N 0 GA A 0 O C∎ M v)® o r 'd o 0 U N M C o 0 Q PROJECT NO: 0216 -00 DRAWN BY: SG DATE: 09/23/02 SCALE: 118 " =1' -0" SHEET NO: A -0 ARCHITECTURAL LEGEND 8" ONE MANLL ( REFCER TO CRET ENGINEESORING RY WA DWGS.) IUIIUHIINIOI WALL PARTITION r A LOW PARTITION St -► - Co - Z` WINDOW DENOTES NEW MILLWORK oot DOOR NUMBER SEE DOOR SCHEDULE 05 WINDOW NUMBER SEE WINDOW SCHEDULE WALL TYPE . FINISH INDICATOR r aw -i MASTER BD DENOTES ROOM NAME & NUMBER SEE ROOM FINISH SCHEDULES 0 0 1 1 4 2 INTERIOR ELEVATIONS SEE INTERIOR ELEVATION SHEETS LEVEL INDICATOR 4�.5m INDICATES \.F.F ELEVATION LEVEL / DOOR , �, 4N1U111111111II1111i111111111111111uIII11u111I11IIIN111NI11YuI1IIIIW KITCHEN 3 2' -0" 7' -4 2' -0" AIL.INGS BEDROOM CLOSET ALIGN DINING 2" X 2" STEEL POST ANCHORED TO WOOD BLOCKING AND FLOOR (TYP.) EXISTING LIVING ROOM WALK -IN CLOSET EXIST. CLOSET MASTER BEDROOM " ALIGN EXIST. CLOSET EXISTING BEDROOM MASTER 1 BATHROOM EXISTING BATHROOM EXISTING BATHROOM EXIST. CLOSET co ° CO N TYP. TYP. / G.C. TO PROVIDE P.T. WD. DECK, NECESSARY STEPS & RAILINGS. PROVIDE SHOP DWGS. FOR ARCHITECT'S REVIEW -� EXISTING TOILET 5 -4" 7" TERRACE EXISTING GARAGE 1 020 013 12' -0" 6' -0" 7' -10" C CLOSET 015 1 7'-10" 17' -0" X NEW RAILING -0" 7' -10" 7' -2" EXISTING ENTRY 1 o01 1 TYP. EXIST. CLOSET 1008B1 18' -4" 11' -9" 5' -11" 1 8" EXISTING BEDROOM 008 1 15' -4" f N TYP. CN N NOTE: G.C. TO VERIFY THAT EXISTING PARTITIONS, ADJACENT TO NEW PARTITION TYPES MATCH ALL CHARACTERISTICS AND SPECIFICATIONS OF THE NEW PARTITION. po rovA • 1°11:j Pf"0-. v " +- P PANT L 2" X 2" STEEL POST ANCHORED TO WOOD BLOCKING AND FLOOR DINING RM. 017 CID CV 4" PARTITION TYPE 2A PARTITION TYPE 2 WOOD VENEER FRAME / CONT. WOOD BLOCKING. WD. VENEER COUNTER 1 /4" X 8" X 8" STEEL ANGLE SUPPORT WOOD CAP STAIN TO MATCH EXISTING WOOD VENEER CONT. WOOD BLOCKING. 2 "X4" WOOD RUNNER. 3 1/2" SOUND ATTENUATION BLANKET STAPLED TO G.W.B. BASE AS PER FINISH PLAN. FLOOR AS PER FINISH PLAN. STONE MOSAIC (REFER TO FINISH 1 LAYER OF 5/8" G.W.B. EACH SIDE OF 2 "X4' WD. STUDS ® 24" O.C. 2 "X4" WOOD RUNNER. BASE AS PER FINISH PLAN. FLOOR AS PER FINISH PLAN. SCALE: 1 " =1' - 0" 1 LAYER OF 5/8" GREEN BOARD EA. SIDE OF 2'X4" WD. STUDS 24" 0.C. SCALE: 1 " =1' -0" —2,0 " sl as F LAT CONC. ROOF TIL S TOM CH IXISTING OVER - 0 LAYER 90# SLATE OT MOPPED OVER (1) LAYER 30# FELT TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD GALV. METAL DRIP OVER 1X2 P.T. WD. NAILER CONT. '! TOP OF BEAM -11 REFER TO ENGINEERING DWGS. NEW WD. FASCIA TO MATCH EXISTING IN ANGLE AND FENESTRATION 4 "X16" SCREEN VENT AT 8' -0" O.C. LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS GROUND FL. EL. +0' -0" 4\ tk r �les ,tiny PLAN) FIN. ' EXISITING LIVING RM. 002 BATT INSULATION CEILING AS PER PLAN FRAME AS REQUIRED TO SLAB / STRUCTURE ABOVE 2 "X4" WOOD RUNNER. SEAL G.W.B. TO FLOOR BASE & MOLDING AS PER FINISH PLAN & DETAILS. FINISH FLOOR AS PER PLAN. CONC. SLAB. TO MATCH EXISIT (O.H.) 1 ' p 2 -1/2" SOUND ATTENUATION BLANKET 1 LAYER OF 5/8" G.W.B. EACH SIDE OF 2 "X4" WD. STUDS © 16" O.C. 12 \I RO • I • r-- r— c - Viii -��IL 1uI1 11111 11111 11 _11111M-11111, PARTITION TYPE 1 - PRE -FAB TRUSSES AS PER_M FACTURES SPECS. 01WOMVIWAWNIVIWO ATT INSULATION (R =30) Immo Immo x \s "-- x 11111 • x WALL SECTION A FOR STRUCTURAL SPECIFICATIONS SCALE: 1 " =1' - REFER TO ENGINEERING DRAWINGS WALL SECTION B FOR STRUCTURAL SPECIFICATIONS REFER TO ENGINEERING DRAWINGS �f1111f2t_ ICI rose Owl SOO SCALE: 1 " =1' -0" 1/2" GYPSUM BOARD ON 1"x3" P.T. WOOD FURRINGS AT 16" O.C. RIGID INSULATION (R =5) 5/8" GYPSUM BOARD ON 1 "X2" P.T. WOOD FURRINGS AT 24" O.C. NOTE: PROVIDE "DUROCK" AT WET / KITCHEN AREAS (U.O.N.) 1"X4" P.T. WOOD NAILER CONT. (TYP) 4" BASE (SEE FINISH SCHEDULE) NOTE: WHERE CABINETRY IS INDICATED N PI USE WOOD STUDS ( ©16' O.C.) AND PROVIDE BLOCKING FOR CABINET ATTACHMENT. PROVIDE "DUROCK" AT WET / KITCHEN AREAS (U.O.N.) SCALE: 1 " =1' -0" The Drawings and Designs on this sheet are the sole property of Insight Des•gr, Inc. and may not be reproduced it w'no'e or in part w wr'.tter pernIsslor `rom lnsIght Des'gr, id insight design PROJECT NO: 0216 -00 DRAWN BY: 1 DATE: 09/23102 I SCALE: SHEET NO A -1 • 1 • 1111111:. 1 X1111_■ _IuNMuu11N•- 1 1ImnmI! r uEluuluuumuIIumIluuuuINIIIIIN11111u11I1u111IIIIIUHIU i 1 • Wire Ze 11111111 LINE OF COUNTER BELOW LIGHT FIXTURES ARE TO BE EQUALLY SPACED ALONG COUNTER BELOW. G.C. TO COORDINATE FINAL LOCATION WITH ARCHITECT. EXISTING SOFFIT TO REMAIN. G.C. TO PATCH AND REPAIR AS REQUIRED. 11111111 Illuillmui A -1.2 J i 4 a 0 0 EQ. , EQ. 1 P. 0 N fi 0 0 0 REFLECTED CEILING PLAN 1 /4 " =1'- 8' -6" A.F.F. (TYP.) 0 0 0 o f 1 TYP. !! �� O 2' -4" P. O EQ EQ. 0 0 REFLECTED CEILING NOTES: • LIGHT SWITCHES WILL BE LOCATED VERTICALLY. CENTERLINE OF LIGHT SWITCHES WILL BE LOCATED 36" FROM CONCRETE FLOOR. U.O.N. o LIGHT SWITCHES WILL BE DECORA LEVITON WHITE AND GANGED ON COMMON PLATE WHENEVER SHOWN IN PAIR OR GROUP. O THIS DRAWING IS FOR CEILING DESIGN AND LOCATION OF LIGHT FIXTURES ONLY. SEE CORRESPONDING ENGINEERING DRAWINGS FOR COMPLETE LIGHT FIXTURE SPECIFICATIONS. O WHENEVER LOCATED ON TOP OF EACH OTHER, THE CENTERLINE OF A LIGHT SWITCH OR THE CENTERLINE OF A GROUP OF SWITCHES WILL ALIGN WITH CENTERLINE OF THE CONVENIENCE OUTLET LOCATED BELOW. o ALL DOWN LIGHTS TO BE ON DIMMERS AND TO BE DECORA LEVITION SERIES. • ALL CEILING HEIGHTS TO MATCH EXISTING U.O.N. METAL FRAMING AND G.W.B. TO STUCTURE ABOVE NEW DRYWALL CEILING (SEE CEILING PLAN) 8' -6" A.F.F. 5/8" G.W.B. 2 CEILING DETAIL -1.2> LINE OF UPPER CABINETS 1 6" TYP. 4 1 CEILING DETAIL -1. 1' -0" /7 SYMBOL 0 REFLECTED CEILING LEGEND 3"= 1' -O., RECESSED DOWN LIGHT METAL FRAMING AND G.W.B. TO STUCTURE ABOVE NEW DRYWALL CEILING (SEE CEILING PLAN) 3"= 1' -0" 5/8" G.W.B. RECESSED DOWN LIGHT PENDANT MOUNTED MR -16 The Drawings and Designs on this sheet are t'ne sole property of Insight Design, Inc. and mcy not be rep od ced in whoe or in :art w'tho wr DESCRIPTION en oenmiss 'rpm Insight Design, Inc, 8' -6" ok A.F.F. id insight design 0 Z 0 Li] PROJECT NO: DRAWN BY: I DATE: SCALE: SHEET NO: co 4 4r cc 5 F. 4.4. V y1 ' L L 2 CI (ALL VI 0 t O nre 0216 -00 09123/02 A -1.2 ..1. CEILING MOUNTED FIXTURE V WALL MOUNTED FIXTURE 6 WALL MOUNTED FIXTURE FLOOD LIGHT FIXTURE '' NOTE:` ALL LIGHT FIXTURES TO BE PROVIDED BY OWNER. G.C. TO PROVIDE ALL REQUIRED LABOR AND COORDINATION. • 1 • 1111111:. 1 X1111_■ _IuNMuu11N•- 1 1ImnmI! r uEluuluuumuIIumIluuuuINIIIIIN11111u11I1u111IIIIIUHIU i 1 • Wire Ze 11111111 LINE OF COUNTER BELOW LIGHT FIXTURES ARE TO BE EQUALLY SPACED ALONG COUNTER BELOW. G.C. TO COORDINATE FINAL LOCATION WITH ARCHITECT. EXISTING SOFFIT TO REMAIN. G.C. TO PATCH AND REPAIR AS REQUIRED. 11111111 Illuillmui A -1.2 J i 4 a 0 0 EQ. , EQ. 1 P. 0 N fi 0 0 0 REFLECTED CEILING PLAN 1 /4 " =1'- 8' -6" A.F.F. (TYP.) 0 0 0 o f 1 TYP. !! �� O 2' -4" P. O EQ EQ. 0 0 REFLECTED CEILING NOTES: • LIGHT SWITCHES WILL BE LOCATED VERTICALLY. CENTERLINE OF LIGHT SWITCHES WILL BE LOCATED 36" FROM CONCRETE FLOOR. U.O.N. o LIGHT SWITCHES WILL BE DECORA LEVITON WHITE AND GANGED ON COMMON PLATE WHENEVER SHOWN IN PAIR OR GROUP. O THIS DRAWING IS FOR CEILING DESIGN AND LOCATION OF LIGHT FIXTURES ONLY. SEE CORRESPONDING ENGINEERING DRAWINGS FOR COMPLETE LIGHT FIXTURE SPECIFICATIONS. O WHENEVER LOCATED ON TOP OF EACH OTHER, THE CENTERLINE OF A LIGHT SWITCH OR THE CENTERLINE OF A GROUP OF SWITCHES WILL ALIGN WITH CENTERLINE OF THE CONVENIENCE OUTLET LOCATED BELOW. o ALL DOWN LIGHTS TO BE ON DIMMERS AND TO BE DECORA LEVITION SERIES. • ALL CEILING HEIGHTS TO MATCH EXISTING U.O.N. METAL FRAMING AND G.W.B. TO STUCTURE ABOVE NEW DRYWALL CEILING (SEE CEILING PLAN) 8' -6" A.F.F. 5/8" G.W.B. 2 CEILING DETAIL -1.2> LINE OF UPPER CABINETS 1 6" TYP. 4 1 CEILING DETAIL -1. 1' -0" /7 SYMBOL 0 REFLECTED CEILING LEGEND 3"= 1' -O., RECESSED DOWN LIGHT METAL FRAMING AND G.W.B. TO STUCTURE ABOVE NEW DRYWALL CEILING (SEE CEILING PLAN) 3"= 1' -0" 5/8" G.W.B. RECESSED DOWN LIGHT PENDANT MOUNTED MR -16 The Drawings and Designs on this sheet are t'ne sole property of Insight Design, Inc. and mcy not be rep od ced in whoe or in :art w'tho wr DESCRIPTION en oenmiss 'rpm Insight Design, Inc, 8' -6" ok A.F.F. id insight design 0 Z 0 Li] PROJECT NO: DRAWN BY: I DATE: SCALE: SHEET NO: co 4 4r cc 5 F. 4.4. V y1 ' L L 2 CI (ALL VI 0 t O nre 0216 -00 09123/02 A -1.2 111110 ■111/11■111,1n I `l . iIu11NIII11111NII riaritarldit liMMMIINIBI H KITCHEN 018 EXISTING TOILET 019 1 A -1.3 1 DECK 016 croiv 11TH EXISTING GARAGE / 020 1 TERRACE 013 1 CLOSET 014A 1 - BEDROOM 014 O Tv 014B 1 Fl POWER & COMMUNICATION PLAN 1/4 " =1' -0" 7 A C CLOSET 015 I I I I I II �! = J I FAMILY ROOM L EXISTING LIVING ROOM 1 002 1 - -J _ EXISTING ENTRY 001 I N EXIST. CLOSET 1008 EXIST. CLOSET 008A IV Ip 1 0 iii 009 ! 111 LI] 11 11(111111111�' f F; Z \l V EL MASTER BEDROOM 011 EXISTING BEDROOM 008 EXIST. CLOSET 1 007 1 EXIST. LOSET 003 1 EXISTING BEDROOM 1 004 EXISTING BATHROOM 005 I 1 EXIST. CLOSET 1004A r EXISTING BATHROOM 006 1 L �I 0 1. ALL CONVENIENCE OUTLETS ARE TO BE LOCATED VERTICALLY, CENTERLINE OF CONVENIENCE OUTLETS TO BE LOCATED 16" A.F.F. U.O.N. 2. OUTLETS WILL BE LOCATED 6" ON CENTER FROM EACH OTHER U.C.N. 3. THIS DRAWING IS FOR JACK LOCATION ONLY. FOR COMPLETE SPECIFICATIONS REFER TO ENGINEERING DRAWINGS. 4. ELECTRICAL SYMBOLS ARE NOT DRAWN TO SCALE. 5. WHENEVER LOCATED ON TOP OF EACH OTHER, THE CENTERLINE OF A LIGHT SWITCH OR GROUP OF SWITCHES WILL ALIGN WITH THE CENTERLINE OF THE CONVENIENCE OUTLET. 6. ALL TELEPHONE & DATA OUTLETS SHOWN WILL CONSIST OF A SINGLE 3/4" CONDUIT CONNECTED TO A SINGLE QUAD BOX. CONDUIT TO RISE 8" ABOVE CEILING LINE WITHIN PLENUM. 7. REFER TO ELECTRICAL PLANS FOR CIRCUITING SPECIFICATIONS ON ALL OUTLETS. 8. ALL TELEPHONE & DATA CONNECTIONS TO BE RING & STRING TYPE. 9. ALL PANTRY /KITCHEN OUTLETS (IF APPLICABLE) TO BE G.F.I. TYPE U.O,N. 10. G.0 TO VERIFY THE AVAILABILITY OF POWER IS IN GOOD WORKING ORDER. 11. N/A 12. N/A 13, ALL OUTLETS AND SWITCHES TO BE DECORA LEVITON, COLOR WHITE 14. G.C. TO WIRE OWNER PROVIDED SOUND SYSTEM AND SPEAKERS. COORDINATE WITH OWNER FOR FINAL LOCATIONS. POWER & COMMUNICATIONS LEGEND SYMBOL D DESCRIPTION POWER & COMMUNICATIONS NOTES NEW DUPLEX OUTLET NEW TELEPHONE OUTLET NEW TV OUTLET NEW JUNCTION BOX The Drcwings and Des;gns or this sheet are the so e property of Irs' Design, Inc. cnd r^ay rot be reproduced it wade or 'n pert w ; ^o written perr^.ss'on f''orn cnsig ^t Design, id insight design Z 0 I 1'I r U c c : 1 ) (/) 17, 0 C s-+ ( ) .0 a N Q) - uJ rj11°) 1 r PROJECT NO: 0216 -00 DRAWN BY: DATE: SCALE: SHEET N0: 09/23/02 A -1.3 t 4 IIINNNNINNIIN P -9 n hdIIIIIIINIINIdi I IIWIIIIIIIININIIIN Veit St Alt ill ittt op - IININhi. 015 P -1 1 DECK 16 1 CLOSET 014A F -3 B -1 P -8 C -1 BEDROOM 014 P -9 P -1 IP -1D CLOSET 014B P -3 A C CLOSET P -4 1 F -2 B -1 C -1 FAMILY ROOM 012 w VNR -1 W -3 1 P -1 I P 5 F -1 B -1 C - F -1 B -1 C - EXISTING LIVING ROOM 1 002 1 1P-2 74INNNNNIMN■NIIIMI NIININI I MASTER BEDROOM 011 EXIST. CLOSET 008B 11tm P -7 C -1 VNR -2 EXIST. CLOSET 1008A1 WALK -IN CLOSET 009 W -1 1 F -3 B -1 P -7 C -1 IP 61 Ir AI VNR -2 W -2 EXISTING BEDROOM 008 I 1 EXIST. CLOSET 007 EXIST. CLOSET 003 EXISTING BEDROOM 1 004 G 3 010 1 MASTER BATHROOM P -7 VNR -2 ST -2 • EXISTING BATHROOM 1 006 I 0 EXISTING BATHROOM 005 3 EXIST. CLOSET 004A F -4 8 -2 P -6 C -1 O C C MUM MM MM MOO MM MM C MM MEM MM C IMM C MM MM C IMM MM O MOM O C KITCHEN 018 z EXISTING TOILET 019 A -1.4 P -1 F -3 VNR -1 ST -1 C -1 EXISTING GARAGE I 020 1 TERRACE 013 FINISH PLAN F -3 B -1 C -1 DINING 1 017 I 1/4 " =1' EXISTING ENTRY 001 1 BRUSHED S.S. FINISHED ANGLE STOP CORK FLOORING (SEE FINISH PLAN) G.C. TO FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS. tzlr CONCIRTE SLAB • E 6 TRANSITION DETAIL -1. CORK / CONCRETE BRUSHED S.S. FINISHED ANGLE STOP WOOD FLOORING (SEE SPECS) CONCRETE SLAB 1 LAYER 5/8" 'PLYWOOD OR PER MANUFACTURES RECOMMENDATION (SEE SPECS.) PROVIDE MOISTURE BARRIER CONCRETE LAU ' a 5 TRANSITION DETAIL -1. HARDWOOD / DECK CORK FLOORING (SEE FINISH PLAN). G.C. TO FOLIL0' MANUFACTURER S I N STALLATI O NI 1 /8" RECOMMENDATIONS. WINOMPOW FEATHER SLAB AS REQUIRED TO ACHIEVE A SMOOTH TRANSITION (NOT TO EXCEED 1/4" PER FOOT) 3 WOOD FLOORING (SEE SPECS) C©NCRETr,SCAE3% PROVIDE MOISTURE BARRIER HARDWOOD TILE / TILE HARDWOOD / WOOD FLOORING (SEE SPECS) CO NCRET SCAB' • PROVIDE MOISTURE BARRIER 4 TRANSMON DETAIL -1.4 CAIRPET /CORK 1 LAYER 5/8" PLYWOOD OR PER MANUFACTURES RECOMMENDATION (SEE SPECS.) 3 TRANSITION DETAIL 1 LAYER 5/8" PLYWOOD OR PER MANUFACTURES RECOMMENDATION (SEE SPECS.) � 2 \ TIRANSITION DETAIL -�• HARDWOOD -1.4 HARDWOOD / CARPET DOOR FRAME BEYOND WOOD DOOR ALUMINUM THRESHOLD i SET IN GROUT TILE OVER THIN SET a' DOOR FRAME BEYOND WOOD DOOR ALUMINUM THRESHOLD 1/8" STAINLESS STEEL ANGLE STOP FASTENED TO SLAB WOOD FLOORING (SEE SPECS) CONCRET.E SLAB BRUSHED S.S. FINISH ANGLE STOP FASTENED TO SLAB TYPICAL AT CARPET, TILE FLOORING TRANSITION 1/8" STAINLESS STEEL ANGLE STOP FASTENED TO SLAB p : N.T.S. 1/8" STAINLESS STEEL ANGLE STOP FASTENED TO SLAB • till' �1' 1 "��' �''V'�'' 'Il''l'1'�'Y►`'�`1�'�` "Y "'' l�' N.T.S. N.T.S. N.T.S. CARPET AND UNDERLAYMENT COMMERCIAL GRADE 60 OZ. (SEE FINISH PLAN). G.C. TO FILL / LEVEL SLAB AS REQUIRED TO PROVIDE AN EVEN FINISH ELEVATION FOR BOTH MATERIALS. CARPET AND UNDERLAYMENT COMMERCIAL GRADE 60 OZ. OVER THIN SET • G.C. TO FILL / LEVEL SLAB AS REQUIRED TO PROVIDE AN EVEN FINISH ELEVATION FOR BOTH MATERIALS. N.T.S. FLOORING F -1. CARPET Ka rasta n Style: Quillen /QLN Color: #278 Burke F -2. CORK FLOORING Expanko Style: Tradition.)1 Cork Type: Medium Size: 24" x 24" Finish: Matte Polyurethane F -3. HARDWOOD FLOOR Designers Choice in Floors Color: Red Oak Harvest F -4. PORCELAIN TILE Color: Sandyville Size: 12" x 12" F -5. TUMBLED NATURAL STONE Daltile Color: TS73 Copper Size: 1" x 1" WALLS P -1. PAINT Benjamin Moore Paints Color: HC -32 Finish: Eggshell P -2. PAINT Benjamin Moore Paints Color: HC -26 Finish: Eggshell P -3. PAINT Benjamin Moore Paints Color: 1096 Finish: Eggshell P -4. PAINT Benjamin Moore Paints Color: 1517 Finish: Eggshell P -5. PAINT Benjamin Moore Paints Color: 1515 Finish: Eggshell P -6. PAINT Benjamin Moore Paints Color: HC - 82 Finish: Eggshell P -7. PAINT Benjamin Moore Paints Color: HC -81 Finish: Eggshell P -8. PAINT Benjamin Moore Paints Color: 1619 Finish: Eggshell P -9. PAINT Benjamin Moore Paints Color: 1620 Finish: Eggshell P -10. PAINT Benjamin Moore Paints Color: 967 Finish: Eggshell P -11. PAINT Benjamin Moore Paints Color: TBD P -12. PAINT Benjamin Moore Paints Color: TBD WOOD FLOORING (SEE SPECS) • CONCRETg,'SCAB PROVIDE MOISTURE BARRIER 1 LAYER 5/8" PLYWOOD OR PER MANUFACTURES RECOMMENDATION (SEE SPECS.) 1 TRANSITION DETAIL -1.4 HARDWOOD /CORK The Drawings and Designs on tnis s ^eet are the soie property of insig`,t Design, ono. ono mcy rot be reprod FINISH SCHEDULE NOTE: DOORS AND FRAMES TO BE PAINTED P -10. I r - 1 /8" STAINLESS STEEL ANGLE STOP FASTENED TO SLAB BASE B -1. WOOD BASE Benjamin Moore Paint Color: #967 Size: 4" H B -2. PORCELAIN TILE BASE Color: Sandyville Size: 6" X 6" CEILING C -1. PAINT Pratt & Lambert Color: #2314 Seed Pearl Finish: Eggshell G.0 TO PAINT ALL ELEMENTS SUCH AS BUT NOT LIMITED TO A/C DUCTS ELECTRICAL CONDUITS, COMMUNICATIONS LIFE SAFETY, UNDERSIDE OF SLAB, BEAMS, COLUMNS, ETC. OCCURING ABOVE A.C.S. OR DRYWALL SOFFIT CEILING. WALLS P -13. PAINT Benjamin Moore Paints Color: TBD P -14. PAINT Benjamin Moore Paints Color: TBD P -15. PAINT Benjamin Moore Paints Color: TBD W -1. TUMBLED NATURAL STONE Daltile Color: TS73 Copper Size: 4" x 4" W -2. PORCELAIN TILE Color: Sandyville Size: 6" x 6" CORK FLOORING G.C. TO FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS (TYP.) W -3. TUMBLED NATURAL STONE Daltile Color: TS60 Sienna Gold Size: 5/8" x 5/8" MILLWORK VNR -1. WOOD VENEER Formica Ligna Wood Veneer Color: #4452 White Pear Allegro VNR -2. WOOD VENEER Natural Maple Color: To match architect's sample ST -1. GRANITE STONE Color: Marrom Castor (HORIZONTAL SURFACES) ST -2. GRANITE STONE Color: To match architect's sample GENERAL NOTE: ALL FINISHES, SURFACES & PRODUCTS WILL BE OF CONSISTENT QUALITY THROUGHOUT AND THE FINISHED PRODUCT WILL HAVE THE APPEARANCE OF A TOTALLY RENOVATED SPACE. WHERE ITEMS ARE REVISED AND/ OR RELOCATED THEY WILL MATCH BOTH THE NEW AND EXISTING APPEARANCE AND FUNCTION. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO SUBMITTING A BID. G.C. TO FILL / LEVEL SLAB AS REQUIRED TO PROVIDE AN EVEN FINISH ELEVATION FOR BOTH MATERIALS. N.T.S. eC in wnoie o port withO. t wrtten permission from rsigh`. Design, i ^c. id insight design DRAWN BY DATE: SCALE: SHEET NO: N 0 c d O PROJECT NO: 0216 -00 09/23/02 A -1.4 O( co m 0 ,0 O M 6" SMOOTH \- P 13 \-- \ NE1 FASCIA TO 1 31P 1 IN ANGLE AND F G.C. TO PROVIDE DECK, NECESSAR RAILINGS. PROVIC FOR ARCHITECT'S 1P-131-- 1P-121 a i 1' -8" ,1`- — }P -141 1P -141 STUCCO BAND I P -111 �\ ' - � \- . a� y.�`s �^ v � p "a - �� .�. �a-+.� � . i $ �`�",$ � �L�c as'+�XSty�`'� �� idT Y F t x'�`�'+.. `9 ( �)) 1=, �/ � r O-0 -_ N A.F.F. . 11 11 1 11 11 I 1 r i 1 111 1 6" SMOOTH - STUCCO BAND STING WALL TO- REMA4l4. . TO REMOVE BRICK .DGING,. PATCH /REPAIR PARE TO RECEIVE NE )0TH STUCCO FINISH. STING IRON GATE. PARE TO RECEIVE NEW NIT FINISH. ' -12 - J- 15} IP -141- g oo IIINUMMIIII■NEVAIIIP SMOOTH / EXISTING GARAGE DOOR. PREPARE TO RECEIVE NEW PAINT FINISH. 1P -121 1P-12 A -2 A-2 {P =t51 -1P -121 3 woo sio ♦i aye 12 .� 11111 161-1 EXISTING STUCCO TO BE PRESSURE CLEANED, CRACKS SEALED AND PREPARED TO / RECEIVE NEW PAINT FINISH. (TYP: OPERABLE CASEMENT WINDOW" (FOR USE AS A SECONDARY MEANS OF EGRESS. 20 "x24" MINIMUM) SOUTH EXTERIOR ELEVATION 3/16" =1' -0" WEST EXTERIOR ELEVATION 3 r----- LEVATOOF 3 r----- 3/ 16 " =1' -&" 12 1P -121 jP-13 1P -161 I P -121 A.F.F. UNDERSIDE OF FASCIA (TYP.) NEW WALL SEGMENT EXISTING WALL TO REMAIN. TO_ REMOVE BRICK CLADDING AND PROVIDE NEW WALL SEGMENT TO ALIGN WITH EXISTING. PATCH /REPAIR/ PREPARE TO RECEIVE NEW SMOOTH STUCCO FINISH. OPERABLE CASEMENT WINDOW (FOR USE AS A SECONDARY MEANS OF EGRESS. 20-"x24" MINIMUM) 1' -8" IP 121 1P -111 IP -151 A.F.F. 6" SMOOTH STUCCO BAND TYP. A.F.F. 1 P -12I IP -111 A.F.F. IP -121 OPERABLE CASEMENT WINDOW (FOR USE AS A SECONDARY MEANS OF EGRESS. 20 "x24" MINIMUM) IP - 151 SMOOTH STUCCO BAND SMOOTH STUCCO BAND A -2 OPERABLE CASEMENT WINDOW (FOR USE AS A SECONDARY MEANS OF EGRESS. 20 "x24" MINIMUM) 1P -151 NORTH EXTERIOR ELEVATION 3/16 " =1' -0" EAST EXTERIOR ELEVATION 3/16 " =1' -0" 1P -121 1P -12} NEW FLAT CONC. TILE ROOF TO MATCH EXISTING (TYP.) 3 r ♦ 01 ■-...,... ...-,.. 4 12 ale iii........_ 1=- ATCFt EXISTING NESTRATION (TYP.) P.T. WOOD Y STEPS AND- IE SHOP DWGS. REVIEW ♦ ♦ _ 1 0" Oar im liesi I one MI MN MB ma um MIN iftw 111 dim aelowto 11 1Nia -1 OPERABLE CASEMENT WINDOW (FOR USE AS A SECONDARY MEANS OF EGRESS. 20 "x24" MINIMUM) OPERABLE CASEMENT WINDOW (FOR USE AS A SECONDARY MEANS OF EGRESS. 20 "x24" MINIMUM) The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in part without written permission from Insight Design, Inc. 6" SMOOTH STUCCO BAND TYP. A.F.F. F insight design z 0 W 0 tOLU • r-4 F- Z (1) Lou 6 •� U uj V1 U PROJECT NO: 0216 -00 0 0) o■o O 4t g t O N C0 (+) c w a �o 0 � 4o M (f) � a 4" MAPLE WOOD VENEER TRIM IVNR -1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I 11 A -2.1 OPEN STORAGE FIXED OPEN STORAGE ( WD. VENEER SHELVING (TYP.) VNR -11 METAL CLOSET ROD AND SUPPORTS (TYP.) ..:. i i::in : ■ .. :u..uuuu .....u ■.i ........1: :: :: : : : : :::ii •• !! S.i..: ::ii i::i••••• I•• :::_ .....:....i "CO i .u= :: s = = : _ ::_ :_ : i__ • ' :•: : E iii ......ii =ii::zs..... =• =:i.... = _ EP=EE ::�:::: :EE =z =ii•••• •• :#::•• : i s .. i..i........ :... .... MM ULU i::i:it :s::• .. ...i U 11 = =� �_::: .*. ... .. .�.:...: .:. 11 CLOSET ELEVATION A -2.1 DINING ELEVATION I l l I I I I i I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I I 1� 1 1 I 1 1 1 1 WD. VENEER DRAWERS GRANITE C OUNTERTOP (TYP.) WD. VENEER DRAWERS WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) 1 1 1 I 1 1 11 STONE MOSAIC REFER TO FINISH SCHEDULE 1 W -3 1/2 " =1' -0" 1' -6" EQ. CURVED LOW PARTITION MAPLE WOOD VENEER COUNTERTOP 10" (0 VNR-1] EQ. ,11 A -2.1 1/2"--0" COORD. W/ EQUIP. 1' -6 � COORD. W/ EQUIP. ' CURVED SOFFIT (REFER TO CEILING PLAN) CURVED LOW PARTITION 4" MAPLE WOOD VENEER TRIM A -2.1 VNR -1 1' -6" 1' -6" EQ. KITCHEN ELEVATION FIXED OPEN STORAGE (TYP.) C 10 CLOSET ELEVATION A -2.1 A -2.1 1/2"--0" N EQ. N 1 P-1 1 PAINTED DRYWALL LOW CURVED WALL BEYOND -6" , EQ. KITCHEN /DINING ELEVATION 1/2"--0" 1/2"--0" 1' ALL CORNERS AND JOINTS TO BE MITERED. 4" MAPLE WOOD VENEER TRIM A -2.1 IVNR -11 J P -1 1 KITCHEN ELEVATION A -2.1 � PAINTED DRYWALL 11J Il II 1 1 I1 1/2 " -1' -0" 7 9� CLOSET ELEVATION II III 1 I Ill 1111111 5 KITCHEN ELEVATION 0000 0 1/2"--0" OPEN SORAGE (TYP.) WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) FULL BACKSPLASH I ST-1 CONT. CLEAT - ALL SIDES (TYP.) CC w 0 0 1z O w O O O U 1/2"--0" EXISTING WINDOW ST -11 FULL BACKSPLASH - CO FIXED OPEN STORAGE (TYP.) 8 CLOSET ELEVATION A -2.1 i EQ. 2' -0" EQU ALIGN 3' -1" ( KITCHEN ELEVATION A -2 .1 1 /2 " -1' -0" KITCHEN ELEVATION 1/2"-V-0" 1/2 " =1' -0" 2' -0' ,, EQ �r- The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in w - o'e or in part withojt written pe-niss'on `ram .ns'gnt Design, Inc. Z O u id insight design PROJECT NO: 0216 -00 DRAWN BY: OY DATE: 09/23/02 SCALE: 1/2" = V. -0.. SHEET N0: A -2.1 03 EQ. EQ. '03 - - - -_ O � II 6 w / 0 0 N 7T \ / t 6 I \ - - \ \ ^ / 1 REF. N.I.C. — z \ 1/ \ - - \ 1-7\ / / / / / \ \ \ \ \ —"" i EQ. EQ. 1 I \ � o` w \ _ // — _ = - � ©e3 _ 1 1 11o00o I ICROWAV: N.I.C. / / y. cy \ _ = , \ \ \ \ \ \ \ \ / 1H\ / \ \ \ \ \ \ \ DISHWASHER / / / / / / N.I.C. . O j000 / / 7 \ \ FULL BACKSPLASH ❑ ,)_____ 1 0 0 0 0 1 ilumu►n rimmlul111 EQ. EQ. RANGE N.I.C. EQ. EQ. \ \ =__ / / 1 ' -8 " I / 3 ' -O ' / / C3rill — all =_= 6 / - N C1 w \ \ / 4" MAPLE WOOD VENEER TRIM IVNR -1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I 11 A -2.1 OPEN STORAGE FIXED OPEN STORAGE ( WD. VENEER SHELVING (TYP.) VNR -11 METAL CLOSET ROD AND SUPPORTS (TYP.) ..:. i i::in : ■ .. :u..uuuu .....u ■.i ........1: :: :: : : : : :::ii •• !! S.i..: ::ii i::i••••• I•• :::_ .....:....i "CO i .u= :: s = = : _ ::_ :_ : i__ • ' :•: : E iii ......ii =ii::zs..... =• =:i.... = _ EP=EE ::�:::: :EE =z =ii•••• •• :#::•• : i s .. i..i........ :... .... MM ULU i::i:it :s::• .. ...i U 11 = =� �_::: .*. ... .. .�.:...: .:. 11 CLOSET ELEVATION A -2.1 DINING ELEVATION I l l I I I I i I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I I 1� 1 1 I 1 1 1 1 WD. VENEER DRAWERS GRANITE C OUNTERTOP (TYP.) WD. VENEER DRAWERS WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) 1 1 1 I 1 1 11 STONE MOSAIC REFER TO FINISH SCHEDULE 1 W -3 1/2 " =1' -0" 1' -6" EQ. CURVED LOW PARTITION MAPLE WOOD VENEER COUNTERTOP 10" (0 VNR-1] EQ. ,11 A -2.1 1/2"--0" COORD. W/ EQUIP. 1' -6 � COORD. W/ EQUIP. ' CURVED SOFFIT (REFER TO CEILING PLAN) CURVED LOW PARTITION 4" MAPLE WOOD VENEER TRIM A -2.1 VNR -1 1' -6" 1' -6" EQ. KITCHEN ELEVATION FIXED OPEN STORAGE (TYP.) C 10 CLOSET ELEVATION A -2.1 A -2.1 1/2"--0" N EQ. N 1 P-1 1 PAINTED DRYWALL LOW CURVED WALL BEYOND -6" , EQ. KITCHEN /DINING ELEVATION 1/2"--0" 1/2"--0" 1' ALL CORNERS AND JOINTS TO BE MITERED. 4" MAPLE WOOD VENEER TRIM A -2.1 IVNR -11 J P -1 1 KITCHEN ELEVATION A -2.1 � PAINTED DRYWALL 11J Il II 1 1 I1 1/2 " -1' -0" 7 9� CLOSET ELEVATION II III 1 I Ill 1111111 5 KITCHEN ELEVATION 0000 0 1/2"--0" OPEN SORAGE (TYP.) WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) FULL BACKSPLASH I ST-1 CONT. CLEAT - ALL SIDES (TYP.) CC w 0 0 1z O w O O O U 1/2"--0" EXISTING WINDOW ST -11 FULL BACKSPLASH - CO FIXED OPEN STORAGE (TYP.) 8 CLOSET ELEVATION A -2.1 i EQ. 2' -0" EQU ALIGN 3' -1" ( KITCHEN ELEVATION A -2 .1 1 /2 " -1' -0" KITCHEN ELEVATION 1/2"-V-0" 1/2 " =1' -0" 2' -0' ,, EQ �r- The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in w - o'e or in part withojt written pe-niss'on `ram .ns'gnt Design, Inc. Z O u id insight design PROJECT NO: 0216 -00 DRAWN BY: OY DATE: 09/23/02 SCALE: 1/2" = V. -0.. SHEET N0: A -2.1 03 - '03 - - - -_ O I : \_1 v II / 0 0 7T \ Ill REF. N.I.C. // / i / / / / / \ \ \ \ \ —"" i EQ. EQ. 1 \ � � J, i ©e3 \ 1 1 11o00o / \ y. cy \ _ = , \ \ \ \ \ \ \ \ / 1H\ / \ \ \ \ \ \ \ DISHWASHER / / / / / / N.I.C. . O j000 / / / \ \ \ \ v ,)_____ ti V 4" MAPLE WOOD VENEER TRIM IVNR -1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I 11 A -2.1 OPEN STORAGE FIXED OPEN STORAGE ( WD. VENEER SHELVING (TYP.) VNR -11 METAL CLOSET ROD AND SUPPORTS (TYP.) ..:. i i::in : ■ .. :u..uuuu .....u ■.i ........1: :: :: : : : : :::ii •• !! S.i..: ::ii i::i••••• I•• :::_ .....:....i "CO i .u= :: s = = : _ ::_ :_ : i__ • ' :•: : E iii ......ii =ii::zs..... =• =:i.... = _ EP=EE ::�:::: :EE =z =ii•••• •• :#::•• : i s .. i..i........ :... .... MM ULU i::i:it :s::• .. ...i U 11 = =� �_::: .*. ... .. .�.:...: .:. 11 CLOSET ELEVATION A -2.1 DINING ELEVATION I l l I I I I i I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I I 1� 1 1 I 1 1 1 1 WD. VENEER DRAWERS GRANITE C OUNTERTOP (TYP.) WD. VENEER DRAWERS WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) 1 1 1 I 1 1 11 STONE MOSAIC REFER TO FINISH SCHEDULE 1 W -3 1/2 " =1' -0" 1' -6" EQ. CURVED LOW PARTITION MAPLE WOOD VENEER COUNTERTOP 10" (0 VNR-1] EQ. ,11 A -2.1 1/2"--0" COORD. W/ EQUIP. 1' -6 � COORD. W/ EQUIP. ' CURVED SOFFIT (REFER TO CEILING PLAN) CURVED LOW PARTITION 4" MAPLE WOOD VENEER TRIM A -2.1 VNR -1 1' -6" 1' -6" EQ. KITCHEN ELEVATION FIXED OPEN STORAGE (TYP.) C 10 CLOSET ELEVATION A -2.1 A -2.1 1/2"--0" N EQ. N 1 P-1 1 PAINTED DRYWALL LOW CURVED WALL BEYOND -6" , EQ. KITCHEN /DINING ELEVATION 1/2"--0" 1/2"--0" 1' ALL CORNERS AND JOINTS TO BE MITERED. 4" MAPLE WOOD VENEER TRIM A -2.1 IVNR -11 J P -1 1 KITCHEN ELEVATION A -2.1 � PAINTED DRYWALL 11J Il II 1 1 I1 1/2 " -1' -0" 7 9� CLOSET ELEVATION II III 1 I Ill 1111111 5 KITCHEN ELEVATION 0000 0 1/2"--0" OPEN SORAGE (TYP.) WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) FULL BACKSPLASH I ST-1 CONT. CLEAT - ALL SIDES (TYP.) CC w 0 0 1z O w O O O U 1/2"--0" EXISTING WINDOW ST -11 FULL BACKSPLASH - CO FIXED OPEN STORAGE (TYP.) 8 CLOSET ELEVATION A -2.1 i EQ. 2' -0" EQU ALIGN 3' -1" ( KITCHEN ELEVATION A -2 .1 1 /2 " -1' -0" KITCHEN ELEVATION 1/2"-V-0" 1/2 " =1' -0" 2' -0' ,, EQ �r- The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in w - o'e or in part withojt written pe-niss'on `ram .ns'gnt Design, Inc. Z O u id insight design PROJECT NO: 0216 -00 DRAWN BY: OY DATE: 09/23/02 SCALE: 1/2" = V. -0.. SHEET N0: A -2.1 03 - '03 - - - -_ O I : \_1 v II / 0 0 7T 4" MAPLE WOOD VENEER TRIM IVNR -1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I 11 A -2.1 OPEN STORAGE FIXED OPEN STORAGE ( WD. VENEER SHELVING (TYP.) VNR -11 METAL CLOSET ROD AND SUPPORTS (TYP.) ..:. i i::in : ■ .. :u..uuuu .....u ■.i ........1: :: :: : : : : :::ii •• !! S.i..: ::ii i::i••••• I•• :::_ .....:....i "CO i .u= :: s = = : _ ::_ :_ : i__ • ' :•: : E iii ......ii =ii::zs..... =• =:i.... = _ EP=EE ::�:::: :EE =z =ii•••• •• :#::•• : i s .. i..i........ :... .... MM ULU i::i:it :s::• .. ...i U 11 = =� �_::: .*. ... .. .�.:...: .:. 11 CLOSET ELEVATION A -2.1 DINING ELEVATION I l l I I I I i I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I I 1� 1 1 I 1 1 1 1 WD. VENEER DRAWERS GRANITE C OUNTERTOP (TYP.) WD. VENEER DRAWERS WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) 1 1 1 I 1 1 11 STONE MOSAIC REFER TO FINISH SCHEDULE 1 W -3 1/2 " =1' -0" 1' -6" EQ. CURVED LOW PARTITION MAPLE WOOD VENEER COUNTERTOP 10" (0 VNR-1] EQ. ,11 A -2.1 1/2"--0" COORD. W/ EQUIP. 1' -6 � COORD. W/ EQUIP. ' CURVED SOFFIT (REFER TO CEILING PLAN) CURVED LOW PARTITION 4" MAPLE WOOD VENEER TRIM A -2.1 VNR -1 1' -6" 1' -6" EQ. KITCHEN ELEVATION FIXED OPEN STORAGE (TYP.) C 10 CLOSET ELEVATION A -2.1 A -2.1 1/2"--0" N EQ. N 1 P-1 1 PAINTED DRYWALL LOW CURVED WALL BEYOND -6" , EQ. KITCHEN /DINING ELEVATION 1/2"--0" 1/2"--0" 1' ALL CORNERS AND JOINTS TO BE MITERED. 4" MAPLE WOOD VENEER TRIM A -2.1 IVNR -11 J P -1 1 KITCHEN ELEVATION A -2.1 � PAINTED DRYWALL 11J Il II 1 1 I1 1/2 " -1' -0" 7 9� CLOSET ELEVATION II III 1 I Ill 1111111 5 KITCHEN ELEVATION 0000 0 1/2"--0" OPEN SORAGE (TYP.) WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) FULL BACKSPLASH I ST-1 CONT. CLEAT - ALL SIDES (TYP.) CC w 0 0 1z O w O O O U 1/2"--0" EXISTING WINDOW ST -11 FULL BACKSPLASH - CO FIXED OPEN STORAGE (TYP.) 8 CLOSET ELEVATION A -2.1 i EQ. 2' -0" EQU ALIGN 3' -1" ( KITCHEN ELEVATION A -2 .1 1 /2 " -1' -0" KITCHEN ELEVATION 1/2"-V-0" 1/2 " =1' -0" 2' -0' ,, EQ �r- The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in w - o'e or in part withojt written pe-niss'on `ram .ns'gnt Design, Inc. Z O u id insight design PROJECT NO: 0216 -00 DRAWN BY: OY DATE: 09/23/02 SCALE: 1/2" = V. -0.. SHEET N0: A -2.1 03 \,.. '03 _ I : \_1 v II / 0 7T Ill 4" MAPLE WOOD VENEER TRIM IVNR -1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I 11 A -2.1 OPEN STORAGE FIXED OPEN STORAGE ( WD. VENEER SHELVING (TYP.) VNR -11 METAL CLOSET ROD AND SUPPORTS (TYP.) ..:. i i::in : ■ .. :u..uuuu .....u ■.i ........1: :: :: : : : : :::ii •• !! S.i..: ::ii i::i••••• I•• :::_ .....:....i "CO i .u= :: s = = : _ ::_ :_ : i__ • ' :•: : E iii ......ii =ii::zs..... =• =:i.... = _ EP=EE ::�:::: :EE =z =ii•••• •• :#::•• : i s .. i..i........ :... .... MM ULU i::i:it :s::• .. ...i U 11 = =� �_::: .*. ... .. .�.:...: .:. 11 CLOSET ELEVATION A -2.1 DINING ELEVATION I l l I I I I i I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I I 1� 1 1 I 1 1 1 1 WD. VENEER DRAWERS GRANITE C OUNTERTOP (TYP.) WD. VENEER DRAWERS WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) 1 1 1 I 1 1 11 STONE MOSAIC REFER TO FINISH SCHEDULE 1 W -3 1/2 " =1' -0" 1' -6" EQ. CURVED LOW PARTITION MAPLE WOOD VENEER COUNTERTOP 10" (0 VNR-1] EQ. ,11 A -2.1 1/2"--0" COORD. W/ EQUIP. 1' -6 � COORD. W/ EQUIP. ' CURVED SOFFIT (REFER TO CEILING PLAN) CURVED LOW PARTITION 4" MAPLE WOOD VENEER TRIM A -2.1 VNR -1 1' -6" 1' -6" EQ. KITCHEN ELEVATION FIXED OPEN STORAGE (TYP.) C 10 CLOSET ELEVATION A -2.1 A -2.1 1/2"--0" N EQ. N 1 P-1 1 PAINTED DRYWALL LOW CURVED WALL BEYOND -6" , EQ. KITCHEN /DINING ELEVATION 1/2"--0" 1/2"--0" 1' ALL CORNERS AND JOINTS TO BE MITERED. 4" MAPLE WOOD VENEER TRIM A -2.1 IVNR -11 J P -1 1 KITCHEN ELEVATION A -2.1 � PAINTED DRYWALL 11J Il II 1 1 I1 1/2 " -1' -0" 7 9� CLOSET ELEVATION II III 1 I Ill 1111111 5 KITCHEN ELEVATION 0000 0 1/2"--0" OPEN SORAGE (TYP.) WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) FULL BACKSPLASH I ST-1 CONT. CLEAT - ALL SIDES (TYP.) CC w 0 0 1z O w O O O U 1/2"--0" EXISTING WINDOW ST -11 FULL BACKSPLASH - CO FIXED OPEN STORAGE (TYP.) 8 CLOSET ELEVATION A -2.1 i EQ. 2' -0" EQU ALIGN 3' -1" ( KITCHEN ELEVATION A -2 .1 1 /2 " -1' -0" KITCHEN ELEVATION 1/2"-V-0" 1/2 " =1' -0" 2' -0' ,, EQ �r- The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in w - o'e or in part withojt written pe-niss'on `ram .ns'gnt Design, Inc. Z O u id insight design PROJECT NO: 0216 -00 DRAWN BY: OY DATE: 09/23/02 SCALE: 1/2" = V. -0.. SHEET N0: A -2.1 \,.. _ I : \_1 v II / Ill REF. N.I.C. // / i / / / / / \ \ \ \ \ \ / 1 \ � � J, / / _ 5 / \ cy \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / . O j000 \ \ \ ti V EQ. EQ. COORD. W/ EQ. EQ. 1 ' -8 " I / 3 ' -O ' 4" MAPLE WOOD VENEER TRIM IVNR -1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I 11 A -2.1 OPEN STORAGE FIXED OPEN STORAGE ( WD. VENEER SHELVING (TYP.) VNR -11 METAL CLOSET ROD AND SUPPORTS (TYP.) ..:. i i::in : ■ .. :u..uuuu .....u ■.i ........1: :: :: : : : : :::ii •• !! S.i..: ::ii i::i••••• I•• :::_ .....:....i "CO i .u= :: s = = : _ ::_ :_ : i__ • ' :•: : E iii ......ii =ii::zs..... =• =:i.... = _ EP=EE ::�:::: :EE =z =ii•••• •• :#::•• : i s .. i..i........ :... .... MM ULU i::i:it :s::• .. ...i U 11 = =� �_::: .*. ... .. .�.:...: .:. 11 CLOSET ELEVATION A -2.1 DINING ELEVATION I l l I I I I i I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I I 1� 1 1 I 1 1 1 1 WD. VENEER DRAWERS GRANITE C OUNTERTOP (TYP.) WD. VENEER DRAWERS WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) 1 1 1 I 1 1 11 STONE MOSAIC REFER TO FINISH SCHEDULE 1 W -3 1/2 " =1' -0" 1' -6" EQ. CURVED LOW PARTITION MAPLE WOOD VENEER COUNTERTOP 10" (0 VNR-1] EQ. ,11 A -2.1 1/2"--0" COORD. W/ EQUIP. 1' -6 � COORD. W/ EQUIP. ' CURVED SOFFIT (REFER TO CEILING PLAN) CURVED LOW PARTITION 4" MAPLE WOOD VENEER TRIM A -2.1 VNR -1 1' -6" 1' -6" EQ. KITCHEN ELEVATION FIXED OPEN STORAGE (TYP.) C 10 CLOSET ELEVATION A -2.1 A -2.1 1/2"--0" N EQ. N 1 P-1 1 PAINTED DRYWALL LOW CURVED WALL BEYOND -6" , EQ. KITCHEN /DINING ELEVATION 1/2"--0" 1/2"--0" 1' ALL CORNERS AND JOINTS TO BE MITERED. 4" MAPLE WOOD VENEER TRIM A -2.1 IVNR -11 J P -1 1 KITCHEN ELEVATION A -2.1 � PAINTED DRYWALL 11J Il II 1 1 I1 1/2 " -1' -0" 7 9� CLOSET ELEVATION II III 1 I Ill 1111111 5 KITCHEN ELEVATION 0000 0 1/2"--0" OPEN SORAGE (TYP.) WD. VENEER CABINETRY W/ ADJUSTABLE SHELF (TYP.) FULL BACKSPLASH I ST-1 CONT. CLEAT - ALL SIDES (TYP.) CC w 0 0 1z O w O O O U 1/2"--0" EXISTING WINDOW ST -11 FULL BACKSPLASH - CO FIXED OPEN STORAGE (TYP.) 8 CLOSET ELEVATION A -2.1 i EQ. 2' -0" EQU ALIGN 3' -1" ( KITCHEN ELEVATION A -2 .1 1 /2 " -1' -0" KITCHEN ELEVATION 1/2"-V-0" 1/2 " =1' -0" 2' -0' ,, EQ �r- The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in w - o'e or in part withojt written pe-niss'on `ram .ns'gnt Design, Inc. Z O u id insight design PROJECT NO: 0216 -00 DRAWN BY: OY DATE: 09/23/02 SCALE: 1/2" = V. -0.. SHEET N0: A -2.1 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) -- 1/4" MAX. SHIM — #12 OR #14 ��.. SCREWS i Revsd eT' F.K. 1/4" MAX. SHIM —1 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) RaysdeY Oats: Rcvad Oar.. 3/11/03 OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK Revisioru : A Revisions' Pa visio. 1 1/2" MIN. EMBEDMENT APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM — 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ADDEO .M f 4 SCREW OPTION _.„A 1 114" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —1 #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 NOKOMIS FL i FtI[ �- 11 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK r j 1 1 /4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM — 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Ouvp(o": 11/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Apprw oi b taeylYist with the Maio - • � C. Dal Lucas A. Turner. P.E. P E t • 201 P.O. BOX 1529 34274 pr ANCHORAGE DETAILS TfN ALUMINUM CASEMENT WINDOW, NON - IMPACT I Rav n Visibly Better s""""°di1s u Tr, j s�.. ^ • 5 , _ 5 „ - \ I _1 r _ _ I I / \ - \ , EQ. EQ. f r cir w 4_,JJ \/ ,, ■ \ / \ / ,I\ / \ II II , / III/ II \ /\ II II II ,\ / F = \ II /\1i II II 1 N „6 -,Z 6 MIRROR W/ 2' WOOD FRAME WALL SCONCE PORCELAIN BOWL \ STONE COUNTERTOP ST -2 H.P.L. CABINETRY No `�- W ADJUSTABLE SHELVES IVNR -21 1 N S.S. SUPPORT LEG 6" TILE BASE I B -2 I MILLWORK DETAIL DETAIL -2. A -2.2 2' -2" 2" 1 P -6 BATHROOM ELEVATION LINE OF SOFFIT R 2" WD. VENEER ON 3/4" PLYWD. CABINET DOORS. 1 F -5 1 1/2 " =1'- 3 "= 1' -0" TILE BENC fl VNR -21 2 2 > MILLWORK DETAIL P -6 I WOOD COUNTERTOP IVNR -21 WOOD SHELVES -� A -2.2 MILLWORK DETAIL DETAIL -s. 2" GRANITE TOP WITH EASED EDGES ON PLYWD. SUSTRATE AS REQUIRED. WD. VENEER ON 3/4" PLYWD. CABINET DOORS. CABINETRY PULLS BY OWNER. MIN 6" TILE BASE 1 B -2 I 1 F-4 I U \ /n BATHROOM ELEVATION WOOD VENEER ON 1/2" PLYWD. L- , SUPPORT BLOCKING 3 "= 1' -O" 1 /2 "= l' -0" 3 "= 1' -0" FIXED WOOD SHELVES VNR -2 PAINTED DRYWALL 1 P-6 1 6" TILE BASE 1 B -2 I 0 - VARIES 12• MIN. CL. • PIl 3" 11 • • • • • 1' -3" 1 F-4 1 • • VARIES j WOOD MOULDING 1 i J 1 )x A2. k 3 • f LINE OF DRYWALL SOFFIT � 6 2 MILLWORK SECTION WOOD COUNTERTOP IVNR -21 HEAVY DUTY PINHOLES FOR ADJUSTABLE SHELVES. WD. VENNER ON 3/4" PLYWD. ADJUSTABLE SHELVES. WD. VENEER ON 3/4" PLYWD. BACK PANEL. WD. VENNER ON CABINET SIDE AND END PANELS ON 3/4" PLYWD. CABINETRY PULLS BY OWNER (TYP.) 2" GRANITE TOP WITH PLYWD. SUBSTRATE AS REQUIRED. FULL HEIGHT GRANITE BACK SPLASH ON 3/4" PLYWD. WD. VENEER ON 3/4" PLYWD. CABINET DOORS. WD. VENNER ON 3/4" PLYWD. ADJUSTABLE SHELVES. WD. VENNER ON CABINET SIDE AND END PANELS ON 3/4" PLYWD. HEAVY DUTY PINHOLES FOR ADJUSTABLE SHELVES. WD. VENEER ON 3/4" PLYWD. BACK PANEL. 2 ` BATHROOM ELEVATION A -2.2) _ '-0" / 1/2 " -1 0 1 "= 1' -0" SHELVING UNIT 1 P -7 4" SLATE TILE PRE -CAST CONCRETE TILED BENCH SLOPE 1/8" MIN. G.C. TO PROVIDE ANCHORING SHOP DRAWINGS FOR ARCHITECT'S REVIEW. W -2 NOTE: ALL PLUMBING FIXTURES TO BE OWNER PROVIDED. G.C. TO PROVIDE ALL LABOR AND INSTALLATION COORDINATION. -/ PROVIDE SLOPE AS REQUIRED FOR PROPER SHOWER DRAIN. 5 BATHROOM ELEVATION i ii : A- 2 1/2 " -1 -0„ FRAMELESS SHOWER ENCLOSURE WITH 1/2" TEMPERED CLEAR GLASS & SATIN CHROME ALUM. FINISH. MANUF: CENTURY SHOWER DOOR /GLASTEC GAP -1669 OR EQUAL 1 L A -2.2 n\ 1F -41 SFIXED HELVES WOOD FIXED WOOD SHELVES BATHROOM ELEVATION 1 B -2 1 IVNR -2 P -6 1 1 P -7 B -2 VNR -2 BASE 6" TILE BASE 1 /2 " =1' -0" 1 P 1 The Drawings and Designs on this sheet are the so'e property of Irs'ght Design, Inc, and may not be reprod.rced in whole or In part w'tha.t wr' ±ter pe `ram ^s'g -t Design, /‘ o id insight design Z 0 Li u z cn o- <• >w w v C 0) O z e f U Z L PROJECT NO: 0216 DRAWN BY: oy DATE: 09/23/02 SCALE: AS INDICATED SHEET NO: A -2.2 (SEE ELEVATION FOR DIMENSION) (SEE ELEVATION FOR DIMENSION) \ I _1 r _ _ I I - 1 f r cir w 4_,JJ 6 " / \ 6" TILE MIRROR W/ 2' WOOD FRAME WALL SCONCE PORCELAIN BOWL \ STONE COUNTERTOP ST -2 H.P.L. CABINETRY No `�- W ADJUSTABLE SHELVES IVNR -21 1 N S.S. SUPPORT LEG 6" TILE BASE I B -2 I MILLWORK DETAIL DETAIL -2. A -2.2 2' -2" 2" 1 P -6 BATHROOM ELEVATION LINE OF SOFFIT R 2" WD. VENEER ON 3/4" PLYWD. CABINET DOORS. 1 F -5 1 1/2 " =1'- 3 "= 1' -0" TILE BENC fl VNR -21 2 2 > MILLWORK DETAIL P -6 I WOOD COUNTERTOP IVNR -21 WOOD SHELVES -� A -2.2 MILLWORK DETAIL DETAIL -s. 2" GRANITE TOP WITH EASED EDGES ON PLYWD. SUSTRATE AS REQUIRED. WD. VENEER ON 3/4" PLYWD. CABINET DOORS. CABINETRY PULLS BY OWNER. MIN 6" TILE BASE 1 B -2 I 1 F-4 I U \ /n BATHROOM ELEVATION WOOD VENEER ON 1/2" PLYWD. L- , SUPPORT BLOCKING 3 "= 1' -O" 1 /2 "= l' -0" 3 "= 1' -0" FIXED WOOD SHELVES VNR -2 PAINTED DRYWALL 1 P-6 1 6" TILE BASE 1 B -2 I 0 - VARIES 12• MIN. CL. • PIl 3" 11 • • • • • 1' -3" 1 F-4 1 • • VARIES j WOOD MOULDING 1 i J 1 )x A2. k 3 • f LINE OF DRYWALL SOFFIT � 6 2 MILLWORK SECTION WOOD COUNTERTOP IVNR -21 HEAVY DUTY PINHOLES FOR ADJUSTABLE SHELVES. WD. VENNER ON 3/4" PLYWD. ADJUSTABLE SHELVES. WD. VENEER ON 3/4" PLYWD. BACK PANEL. WD. VENNER ON CABINET SIDE AND END PANELS ON 3/4" PLYWD. CABINETRY PULLS BY OWNER (TYP.) 2" GRANITE TOP WITH PLYWD. SUBSTRATE AS REQUIRED. FULL HEIGHT GRANITE BACK SPLASH ON 3/4" PLYWD. WD. VENEER ON 3/4" PLYWD. CABINET DOORS. WD. VENNER ON 3/4" PLYWD. ADJUSTABLE SHELVES. WD. VENNER ON CABINET SIDE AND END PANELS ON 3/4" PLYWD. HEAVY DUTY PINHOLES FOR ADJUSTABLE SHELVES. WD. VENEER ON 3/4" PLYWD. BACK PANEL. 2 ` BATHROOM ELEVATION A -2.2) _ '-0" / 1/2 " -1 0 1 "= 1' -0" SHELVING UNIT 1 P -7 4" SLATE TILE PRE -CAST CONCRETE TILED BENCH SLOPE 1/8" MIN. G.C. TO PROVIDE ANCHORING SHOP DRAWINGS FOR ARCHITECT'S REVIEW. W -2 NOTE: ALL PLUMBING FIXTURES TO BE OWNER PROVIDED. G.C. TO PROVIDE ALL LABOR AND INSTALLATION COORDINATION. -/ PROVIDE SLOPE AS REQUIRED FOR PROPER SHOWER DRAIN. 5 BATHROOM ELEVATION i ii : A- 2 1/2 " -1 -0„ FRAMELESS SHOWER ENCLOSURE WITH 1/2" TEMPERED CLEAR GLASS & SATIN CHROME ALUM. FINISH. MANUF: CENTURY SHOWER DOOR /GLASTEC GAP -1669 OR EQUAL 1 L A -2.2 n\ 1F -41 SFIXED HELVES WOOD FIXED WOOD SHELVES BATHROOM ELEVATION 1 B -2 1 IVNR -2 P -6 1 1 P -7 B -2 VNR -2 BASE 6" TILE BASE 1 /2 " =1' -0" 1 P 1 The Drawings and Designs on this sheet are the so'e property of Irs'ght Design, Inc, and may not be reprod.rced in whole or In part w'tha.t wr' ±ter pe `ram ^s'g -t Design, /‘ o id insight design Z 0 Li u z cn o- <• >w w v C 0) O z e f U Z L PROJECT NO: 0216 DRAWN BY: oy DATE: 09/23/02 SCALE: AS INDICATED SHEET NO: A -2.2 (SEE ELEVATION FOR DIMENSION) (SEE ELEVATION FOR DIMENSION) CONCRETE SLAB a • • . 1" X 1" METAL WIRE MESH •• •• 1 ) RAILING DETAIL A -3 • • • • .. • .. • • • • • • 1 -1/2 "= 1' -0" 1 1 /2 "oDIAMETER HANDRAIL 1 "DIAMETER POST SET POST WITH NON- SHRINK GROUT (TYPICAL) Ire Drcw'ngs crc Des:gns or s sheet cre the sole property o° irsigh; Desigr nc orc r rc' be re wl e or n oc�t wlt' w rtten per ^t'ss'or ' ror , ' rs:ght Des gr, L. Insi desi —J w‹ �w w ® N • 11 U o r m 4. PcoP 0 • V (n Q) • • 1 •! Ili 0 ... ' . 11 7 O ` B ....0 . 'ti(f j . 0) 0 ' r A -3 PROJECT NO: 0216.00 DRAWN BY: OY DATE: 09/23/02 SCALE: AS INDICATED 1 SHEET NO: SYMBOL K B> C' 5' -0" 0 0 DOOR TYPE A SIZE 37" X 82" 48" X 52" 160" X 64" 94" X 64" 44" X 52" 40" X 28" VARIES / TO MATCH EXIST. WINDOW SIZES TYPE CASEMENT CASEMENT FIXED CASEMENT CASEMENT CASEMENT CASEMENT 5' -0" 0 0 DOOR TYPE B A -4 MATERIAL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL MANUF. NOTE: 1. ALL EXISTING WINDOWS TO BE REPLACED TO MATCH NEW WINDOWS. 2. ALL ALUMINUM DOOR FRAMES, DOORS & WINDOWS TO BE FACTORY FINISH. VARIES WINDOW SCHEDULE DOOR TYPE C SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. ff 36" DOOR TYPES TYP. vI DOOR TYPE D GLASS GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. VARIES I DOOR TYPE 1/4 " =1' -0" SCREEN YES YES YES YES YES YES DOOR SCHEDULE EXT. SILL STUCCO STUCCO STUCCO STUCCO STUCCO STUCCO STUCCO WINDOW NOTE: DADE COUNTRY. PRODUCT APPROVAL # CONTRACTOR TO SUBMIT. CONTRACTOR SHALL VERIFY ALL EXISTING WINDOW OPENING DIMENSIONS TO DETERMINE ACTUAL ROUGH OPENINGS PRIOR TO FABRICATION. ALL WINDOWS ARE NOT NECESSARILY STANDARD SIZE OPENINGS. NEW WINDOWS SHALL MEET THE LATEST FLORIDA BUILDING CODE SEC. 3508 HURRICANE REQUIREMENTS. CONTRACTOR TO PROVIDE HURRICANE SHUTTERS AS REQUIRED BY DADE COUNTY BUILDING DEPARTMENT. CONTRACTOR SHALL VERIFY WITH OWNER COLOR OF NEW WINDOWS PRIOR TO ORDERING AND FABRICATION OF WINDOWS. 3' -6" 7 DOOR TYPE F INT. SILL WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD BI -FOLD DOOR WITH TOP & BOTTOM HEAVY DUTY INDUSTRIAL GRADE TRACK. G.C. TO PROVIDE MANUFACTURER RECOMMENDED PULL DEVICES. FRAME TRIM TO MATCH INTERIOR DOOR HEADER AND JAMB. PROVIDE VALANCE AT HEADER TO COVER HARDWARE. (TYPICAL FOR ALL BI -FOLD DOORS) 1/4" 4 r 3/4" / 4 \ WOOD BASE DETAIL � A4 / HALF SCALE CAULKING P.T. WOOD SHIM CONC. SILL CONC. TIE BEAM SEALANT 6" STUCCO BAND (REFER TO ELEVATIONS) 5/8" GYP. BOARD 3/4" RIGID INSULATION 5/8" GYP. WALL BRD. 1/2" X 1/4" DOOR STOP . et. •• • • • • • • • • • .• • • • • • • • •�• . • • • ••• • - • • • • • • • • ••• 3/4" 3 WINDOW SILL / HEAD DETAIL A-4 SCALE: 3"=1'-0" •. • • • • •�• NOTE: G.C. TO CAREFULLY REMOVE EXISTING DOOR TRIM & DOOR STOP AND REPLACE TO MATCH AS DETAILED. 2 DOOR JAMB / HEADER DETAIL A -4 SCALE: 3"=1' -0" 2 "X4 "WOOD BLOCKING WOOD FRAME DOOR DOOR JAMB / HEADER DETAIL A -4 SCALE: 3 " =1' -0" CAULKING 1" X 4" WOOD TRIM INTERIOR WOOD SILL PAINTED HIGH GLOSS ENAMEL (TYP. THROUGHOUT) STUCCO FINISH P. T. WOOD SHIM BLOCKING AS REQUIRED J -BEAD SEALANT FACTORY FINISHED ALUMINUM FRAME TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECS. SUBMIT SHOP DWGS. FOR ARCHITECT'S REVIEW. DOOR — ^e D aw'ngs and Des'grs c^ !n's sheet cre the sc e croperty of ors grt Des'gn, Irc. c-d nay rct be re:roaJced cr r cart w't -c t write- cern frcr' Icslght Desgn, ^c. id insight design Cr) } w S.. 0 0 0 0 213 0'0 W3 co N ce N 0 tbLU • f-- 0 Z o , b W 4 .� o rt o Lt, U 4 • ` • o .5o La PROJECT N0: DRAWN BY: DATE: SCALE: SHEET NO: A -4 0216 -00 09/23/02 ti w Q ° = z o o SIZE 0 w ° z' D J Q a = z ET_ J m DESCRIPTION FRAME DET THR w w v 0 a_ v, rx = F- REMARKS DOOR LOCATION _ o § = 0 = n ( w Y = � F- .-- w Q (1) 0 Li OU p oi (n w o U O J 1 L C L K j w o J i f w ( d >- m w m g C.0 0 J m a X E-- z _ _ I- Q 0 W 0 F- Q 00 ° z 6 ' ° J 0 CC DECK 016 001 A 2(30 ") 6' -8" 1 -3/4" AL /GLS PNT • • AL PNT A -4 1� � - A -4 • • STORE ROOM LOCK ROOM 012 002 B 2(30 ") 6' -8" 1 -3/4" WD PNT • • WD PNT �A -41A -4 FAMILY CLOSET 015 003 C 24" 6' -8" 1 -3/4" WD PNT • WD PNT 1 A_4 A -4 LOUVERED PANELS A/C 014B 004 C 32" 6' -8" 1 -3/4" WD PNT • WD PNT / ' A -4 A -4 CLOSET BEDROOM 014 005 E 36" 6' -8" 1 -3/4" WD PNT e • WD PNT A -4 A -4 PRIVACY LOCK CLOSET 014A 006 F 42" 6' -8" 1-3/4" WD PNT • WD PNT A- A- 4 • • STORE ROOM LOCK TERRACE 013 007 D 36" 6' -8" AL/GLS PNT / • • AL PNT 2 2 A -4 A -4 A -4 ' 1 -3/4" MASTER BEDROOM 01 1 008 E 36" 6' -8" WD PNT • • WD PNT PRIVACY LOCK 1 -3/4" WALK -IN CLOSET 009 009 E 32" 6' -8" 1 -3/4" WD PNT • • WD PNT A -4 • PRIVACY LOCK MASTER BATHROOM 010 010 E 36" 6' -8" i1 -3/4" I WD PNT • • WD PNT A�-4 1 A -4 *NOTES: 1. SUBMIT DOOR SAMPLES 2. REFER TO SHEET A -4 FOR FOR APPROVAL. DETAILS SYMBOLS: GLS- TEMPERED PNT- WD - AL - HMF PAINT WOOD ALUMINUM HOLLOW TO GLASS GEN. NOTE: 1. G.C. TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW. MATCH ARCHITECT'S SAMPLE 2. ALL FINISH HARDWARE TO MATCH LOCK SET FINISH (COORD. WITH OWNER). 3. ALL HARDWARE ACCESSORIES AND DEVICES TO MATCH EXISTING IN THE PARTICULAR DOOR TYPE, INCLUSIVE BUT NOT LIMITED TO DOOR SILENCERS, METAL FRAME DOOR STOPS, HINGES, CLOSURES, ETC. GENERAL CONTRACTOR TO COORDINATE ALL KEYING WITH OWNER. 3. INTERIOR DOORS AND FRAMES TO BE PAINTED HIGH GLOSS ENAMEL P -10 (REFER TO FINISH PLAN). SYMBOL K B> C' 5' -0" 0 0 DOOR TYPE A SIZE 37" X 82" 48" X 52" 160" X 64" 94" X 64" 44" X 52" 40" X 28" VARIES / TO MATCH EXIST. WINDOW SIZES TYPE CASEMENT CASEMENT FIXED CASEMENT CASEMENT CASEMENT CASEMENT 5' -0" 0 0 DOOR TYPE B A -4 MATERIAL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL ALUM. MTL MANUF. NOTE: 1. ALL EXISTING WINDOWS TO BE REPLACED TO MATCH NEW WINDOWS. 2. ALL ALUMINUM DOOR FRAMES, DOORS & WINDOWS TO BE FACTORY FINISH. VARIES WINDOW SCHEDULE DOOR TYPE C SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. SUBMIT SPECS. & SHOP DWGS. FOR ARCHITECT'S REVIEW. ff 36" DOOR TYPES TYP. vI DOOR TYPE D GLASS GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. GREY TINT 3/16" THK. VARIES I DOOR TYPE 1/4 " =1' -0" SCREEN YES YES YES YES YES YES DOOR SCHEDULE EXT. SILL STUCCO STUCCO STUCCO STUCCO STUCCO STUCCO STUCCO WINDOW NOTE: DADE COUNTRY. PRODUCT APPROVAL # CONTRACTOR TO SUBMIT. CONTRACTOR SHALL VERIFY ALL EXISTING WINDOW OPENING DIMENSIONS TO DETERMINE ACTUAL ROUGH OPENINGS PRIOR TO FABRICATION. ALL WINDOWS ARE NOT NECESSARILY STANDARD SIZE OPENINGS. NEW WINDOWS SHALL MEET THE LATEST FLORIDA BUILDING CODE SEC. 3508 HURRICANE REQUIREMENTS. CONTRACTOR TO PROVIDE HURRICANE SHUTTERS AS REQUIRED BY DADE COUNTY BUILDING DEPARTMENT. CONTRACTOR SHALL VERIFY WITH OWNER COLOR OF NEW WINDOWS PRIOR TO ORDERING AND FABRICATION OF WINDOWS. 3' -6" 7 DOOR TYPE F INT. SILL WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD (PAINTED) WOOD BI -FOLD DOOR WITH TOP & BOTTOM HEAVY DUTY INDUSTRIAL GRADE TRACK. G.C. TO PROVIDE MANUFACTURER RECOMMENDED PULL DEVICES. FRAME TRIM TO MATCH INTERIOR DOOR HEADER AND JAMB. PROVIDE VALANCE AT HEADER TO COVER HARDWARE. (TYPICAL FOR ALL BI -FOLD DOORS) 1/4" 4 r 3/4" / 4 \ WOOD BASE DETAIL � A4 / HALF SCALE CAULKING P.T. WOOD SHIM CONC. SILL CONC. TIE BEAM SEALANT 6" STUCCO BAND (REFER TO ELEVATIONS) 5/8" GYP. BOARD 3/4" RIGID INSULATION 5/8" GYP. WALL BRD. 1/2" X 1/4" DOOR STOP . et. •• • • • • • • • • • .• • • • • • • • •�• . • • • ••• • - • • • • • • • • ••• 3/4" 3 WINDOW SILL / HEAD DETAIL A-4 SCALE: 3"=1'-0" •. • • • • •�• NOTE: G.C. TO CAREFULLY REMOVE EXISTING DOOR TRIM & DOOR STOP AND REPLACE TO MATCH AS DETAILED. 2 DOOR JAMB / HEADER DETAIL A -4 SCALE: 3"=1' -0" 2 "X4 "WOOD BLOCKING WOOD FRAME DOOR DOOR JAMB / HEADER DETAIL A -4 SCALE: 3 " =1' -0" CAULKING 1" X 4" WOOD TRIM INTERIOR WOOD SILL PAINTED HIGH GLOSS ENAMEL (TYP. THROUGHOUT) STUCCO FINISH P. T. WOOD SHIM BLOCKING AS REQUIRED J -BEAD SEALANT FACTORY FINISHED ALUMINUM FRAME TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECS. SUBMIT SHOP DWGS. FOR ARCHITECT'S REVIEW. DOOR — ^e D aw'ngs and Des'grs c^ !n's sheet cre the sc e croperty of ors grt Des'gn, Irc. c-d nay rct be re:roaJced cr r cart w't -c t write- cern frcr' Icslght Desgn, ^c. id insight design Cr) } w S.. 0 0 0 0 213 0'0 W3 co N ce N 0 tbLU • f-- 0 Z o , b W 4 .� o rt o Lt, U 4 • ` • o .5o La PROJECT N0: DRAWN BY: DATE: SCALE: SHEET NO: A -4 0216 -00 09/23/02 F'G = 4000 PSI TYPICAL LAP SPLICES BAR SIZE COMP LAP VERTICAL TENSION BARS HORIZONTAL TENSION BARS HOOKED BAR DEVELOPMENT SPECIAL GENERAL { 11_011 1 -2 1 0 o R 8 #4 I " -3 "" I " -b " I " -10 " " +6 "1 O -7 O —I :" #5 I' -7" 2' -0" 2' -3" O' -8" 0' -10" *6 1' -11" 2' -10" 2' -1" O' -IO" 1" -0'' 41 2' -3" 3' -I0" 3' -5" 0' -1I" 1' -2" #8 2' -6" 5' -O" 4' -7" 1' -1" 1' -4" #q 2' -IO" 6' -4" 5' -1" 1' -2" 11_6 " F'G = 3000 PSI TYPICAL LAP SPLICES BAR SIZE CO LAP VERTICAL TENSION BARS HORIZONTAL TENSION BARS HOOKED BAR DEVELOPMENT SPECIAL GENERAL #3 I' -0" 1' -2" 1' -4" O' - 6" 0' -6" #4 1' -3" 1' -6" 1' -10" 0'_7 " 0 "_8 " *5 I ' -7" 2' -3" 2' -5" 0' -8" 0' -10" *6 1 -II" 3' -3" 2' -11" OLIO" I'-0" PROJECT NO: 02 -39 - BRAWN BY` M.A.M. DATE: 09/03/02 SCALE: AS SHOWN SHEET NO: s - 1 BUILDING CODES: FLORIDA BUILDING CODE - 2001 EDITION STRUCTURAL LOADING: THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND /OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW UNLESS SPEGIFIG AREAS OF THE DRAWING SPECIFICALLY GALL FOR DIFFERENT LOADING CRITERIA. REFER TO DRAWINGS FOR LOAD SCHEDULE. ROOFS: LIVE LOAP,SLOPED ROOFS: DEAD LOAD 45 PSF WIND LOAD AS PER ASGE 7 -18. (WIND VELOCITY 146 MPH) 1=1.00 EXPOSURE "C ". DRAWING DIMENSIONS AND COORDINATION DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN THE IN -PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES EXCEED I N6 S% BETWEEN FIELD MEASURED DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH WORK. WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION 15 CRITICAL AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR, THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS PROCEDURE 15 MANDATORY FOR WINDOWS. SCOPE OF SERVICE: 20 PSF LIVE LOAD FLAT _ 30 PSF LIVE LOAD THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND 15 RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT COMPLETE SET OF CONSTRUCTION DOCUMENTS. SHOP DRAWING'S 4 STRUCTURAL SUBMITTALS: FOR ALL SUBMITTALS WHICH CAN NOT BE READILY REPRODUCED ON A STANDARD OFFICE PHOTOCOPIER (11x1/ MAX. SIZE) SUBMIT TO THE STRUCTURAL ENGINEER I SEPIA AND 2 UNMARKED PRINTS. IF ADDITIONAL PRINTS ARE REQUIRED PRIOR TO STRUCTURAL'S REVIEW, (EG. ARCHITECT, CONTRACTOR, ETC) PROVIDE SUCH, HOWEVER, ONLY THE MARKED SEPIA WILL BE RETURNED BY THE STRUCTURAL ENGINEER. SUBMIT FIVE (5) COPIES OF SMALLER (11x17 MAX) MATERIAL. UNDER NO CIRCUMSTANCE WILL THE USE OF STRUCTURAL DRAWINGS, PLANS OR DETAILS, PREPARED BY GFGE BE PERMITTED FOR SHOP DRAWING OR BACKGROUND USE. THIS INCLUDES BOTH PHOTOGRAPHIC AND ELECTRONIC' REPRODUCTION, SHOP DRAWINGS SHALL BE PREPARED ENTIRELY BY MANUFACTURER, FABRICATOR OR INSTALLER BASED ON INFORMATION BASED ON THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. SHOP DRAWINGS WILL BE RETURNED 15 DAYS AFTER DATE OF RECEIPT BE RETURNED BY S.E.0.R. SUBMITTAL OF SHOP DRAWING TO S.E.O.R. TO BE DONE ONLY AFTER THEY HAVE BEEN REVIEWED, STAMPED 4 FOR DIMENSIONS, QUANTITIES, CONSTRUCTION METHOD, ANY OTHER TRADE REQUIREMENT BY THE GENERAL CONTRACTOR. S.E.O.R. 15 NOT RESPONSIBLE FOR QUANTITIES, DIMENSIONS, MEANS 4 METHODS OF CONSTRUCTION, NOT RESPONSIBLE FOR ERRORS OR OMISSIONS RESULTING FROM ANY SHOP DRAWING REVIEW. SUCH ERRORS AND /OR OMISSIONS MUST BE MADE GOOD BY GENERAL CONTRACTOR, IRRESPECTIVE OF RECEIPT, REVIEW OR MARKING OF SHOP DRAWINGS BY ENGINEERS OF RECORD, WHETHER OR NOT WORK 15 DONE IN ACCORDANCE WITH SUCH DRAWINGS. FOUNDATIONS: FOUNDATION HAS BEEN DESIGNED FOR A SOIL VALUE OF 2000 PSF. ENGINEER OF RECORD HAS VERIFIED SOIL CONDITIONS AT SITE. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL CORAL ROCK OR COMPACTED PILL PER NOTES ON MI5 DRAWING.GONTRACTOR MUST NOTIFY A/E SHOULD ANY UNUSUAL CONDITION 15 ENCOUNTERED DURING FOUNDATION EXCAVATION OR SITE PREPARATION. G F Nf F Vta___ A 11.. EARTHWORK: CONTRACTOR SHALL DEWATER SITE AS NECESSARY, 50 THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BAGKFILL SHALL BE ACCOMPLI .I1CD USING MATERIAL CONSISTING OF CRUSHED STONE AND /OR MATERIAL APPROVED BY THE GEOTEGHNIGAL ENGINEER. THE BAGKFILL SHALL BE COMPACTED TO 959 OF MAXIMUM DENSITY AS DETERMINED BY ASTM D- 1551. NO BAGKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRAG I NG OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRAG I NG IN ACCORD WITH GEOTEGHNIGAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. STRUCTURAL FILL: FOUNDATIONS PLACED ON COMPACTED LIMEROGK STRUCTURAL FILL HAVE BEEN DESIGNED FOR A BEARING OF 2000 PSF. FILL TO BE COMPACTED TO 18% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM AND UNDER THE DIREGT SUPERVISION OF A 6EOTEGHNIGAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION. FORMWORK: CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH AGI 347R -80. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. CONCRETE REINFORCEMENT: WORK SHALL BE IN ACCORD WITH AGI 301 - 16, AGI 315 -14, AGI 318 -95, CR51 "MANUAL OF STANDARD PRACTICE" 1492, CR5I "PLACING REINFORCING BARS" 1481, MI "MANUAL OF STANDARD PRACTICE ", I112. OARS SHALL CONFORM TO ASTM SPECIFICATION A6I5(5I), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. SEE TYPICAL DETAILS FOR SPLICE REQUIREMENTS. CONCRETE COVER REQUIRED AS FOLLOWS: CAST AGAINST AND EXPOSED TO EARTH - FORMED, EXPOSED TO EARTH OR WEATHER #6 AND LARGER -. - - 2" *5 AND SMALLER _I 1/2" SLABS AND WALLS - NO WEATHER EXPOSURE 1 " 3" CAST -IN -PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH AGI 301 -46. ALL REINFORCED CONCRETE TO HAVE 28 DAYS COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS F'C = 4000 PSI UNLESS NOTED OTHERWISE SLAB ON GRADE: = 5000 PSI TIE BEAM/TIE COLUMNS: = 4000 PSI EPDXY AND EPDXY GROUT: GROUTING OF REINFORCING OR EXPANSION ANCHORS SHALL BE COMPLETED USING MASTER BUILDERS "BRUTEM MPG" MULTI- PURPOSE EPDXY GROUT OR APPROVED EQUIVALENT, UNLESS OTHERWISE NOTED ON DRAWINGS. REPAIRS OF CONCRETE CRACKS AND SAPLING SHALL BE MADE WITH MASTER BUILDERS MASTERPATCH 40 OR APPROVED EQUIVALENT. CONCRETE MASONRY UNIT: ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION ", AGI 550.1 -1q AND ALL OTHER APPLICABLE LOCAL BUILDING COPE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM G 10, AND REINFORCED WITH 41 GAGE HORIZONTAL MASONRY REINFORCING LADDER TYPE LOCATED AT 16" O.G. ALL MASONRY TO BE LAID IN TYPE "5" MORTAR (1800 PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS MASONRY '•=2000 PSI. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS AND TIED TO FRAME BY EXTENDING HORIZONTAL JOINT REINFORCING A MINIMUM OF 4" INTO CONCRETE TIE - COLUMN. PROVIDE 12 GAGE GALVANIZED DOVETAIL TRIANGULAR TIES (BY DUR-0-WALL OR EQUIVALENT) AT 16" O.G. WHERE CONCRETE FRAME 15 PLACED PRIOR TO MASONRY, UNLESS NOTED OTHERWISE IN DRAWINGS. PROVIDE DADE COUNTY APPROVED PRECAST LINTELS OR 8 "X12" TIE -BEAM REINFORCED WITH 2 45 T45 FOR OPENINGS 8' -0" AND SMALLER. REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A TENSION LAP PLUS 3" OR FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48" BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 5000 PSI CONCRETE WITH 48 COARSE AGGREGiATE. USE HIGH -SLUMP (SUPERPLASTIGIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'. WHERE WEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING TECHNIQUE REQUIRES A GLEAN -OUT OPENING AT THE BOTTOM OF ALL REINFORCED CELLS AND PLACING THE GROUT IN MAXIMUM 4' LIFTS WITH A 50 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL EXTERIOR WALLS TO BE REINFORCED AS SHOWN ON DRAWINGS. WOOD TR.) C5. THIS 15 A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL APPLICABLE STANDARDS OF TRUSS PLATE INSTITUTE, INCLUDING BUT NOT LIMITED TO TPI -11 "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES ", GSP -q I "RECOMMENDED COME OF STANDARD PRACTICE," HET -4I "HANDLING AND ERECTING WOOD TRUSSES ", BAT -76 "BRACING WOOD TRUSSES ", QGM -11 "QUALITY CONTROL MANUAL " AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES. THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRUSSES BRIDGING, TEMPORARY BRACING FOR ERECTION, ANCHORAGES, AND EMSEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO IRSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT DRAWINGS, GONNEGTOR CALCULATIONS, AND ERECTION PLANS MALL BE SIGNED AND SEALED BY TRUSS ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN 'TRUSSES FOR LOADS SHOWN ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF BUILDING MATERIALS FOR DEAD LOAD. APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. TRUSS TOP 4 BOTTOM CHORDS SHALL BE GROUP II SPECIES LUMBER AND 2x4 MIN. SIZE. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT STRUCTURAL GRADE. ALL 0THER GRADE AND SPECIES SELECTION 15 THE DISCRETION OF THE SUPPLIER. COORDINATE CEILING5 AND ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONGEALED TO VIEW TRUSSES, WEB CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. TRUSS MANUFACTURER MUST COORDINATE TRUSSES GEOMETRY WITH ARCHITECTURAL DINGS. FOR CEILINGS AND ROLL UP HURRICANE SHUTTERS, IF APPLICABLE. PROVIDE GALVANIZED HURRICANE ANCHORS DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. TRUSS LAYOUT SHOWN ON STRUCTURAL DRAWINGS INCLUDING ALL GIRDERS MAY NOT BE MODIFIED, SINGE ANY VARIATION FROM THESE DRAWINGS WILL REQUIRE RESUBMITTAL OF REVISED STRUCTURAL DRAWINGS. IF SPECIALTY ENGINEER/TRUSS MANUFACTURER DETERMINES THAT A DIFFERENT LAYOUT COULD BE MORE ECONOMICAL, THIS MUST BE COMMUNICATED IN WRITING WITH PRELIMINARY DRAWINGS TO ARCHITECT/ENGINEER BEFORE PROCEEDING WITH PREPARATION OF SHOP DRAWINGS. ANY CHANGES TO STRUCTURAL DRAWINGS MUST BE RESUBMITTED TO DADE COUNTY FOR APPROVAL PRIOR TO TRUSSES INSTALLATION. COST FOR MODIFYING THESE DINGS. TO BE CARRIED BY CONTRACTOR. STRUCTURAL SHEATHING PLYWOOD SHALL CONFORM TO PSI -83 AND SHALL BE APA GRADE STAMPED. ROOF SHEATHING SHALL BE "APA RATED SHEATHING EXP I, 5/8" THICK. REQUIREMENTS SHALL BE AS FOLLOWS: ROOFS: USE IOd COMMON NAILS WITH l4/32" TO 1/8" PLYWOOD. NAIL SPACING SHALL BE 6" O.G. AT PANELS EDGES AND AT INTERMEDIATE SUPPORTS (BASED ON A SUPPORT SPACING OF 24" 0.0).NAIL SPADING SHALL BE AT 4" O.G. AT PANEL ED6E5. EPDXY AND EPDXY GROUT: GROUTING OF RE I NFORC I NG OR EXPANSION ANCHORS SHALL BE COMPLETED USING MASTER BUILDERS "BRUTEM MPG" MULTI- PURPOSE EPDXY GROUT OR APPROVED EQUIVALENT, UNLESS OTHERWISE NOTED ON DRAWINGS. REPAIRS OF CONCRETE CRACKS AND SPAWNS: NG SHALL BE MADE WITH MASTER BUILDERS MASTERPATCH 40 OR APPROVED EQUIVALENT. STRUCTURAL WOOD FRAMING ALL DIMENSION LUMBERS 2" AND LESS IN NOMINAL THICKNESS SHALL BE 4 SURFACED DRY AND STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE AND MANUFACTURED IN ACCORD WITH P5 20 -70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. MINIMUM SPECIES AND GRADES SHALL BE AS FOLLOWS (UNLESS SPECIFIED OTHERWISE ON DETAILS OR DRAWINGS): USE SPECIES GRADE Fb Ft Fv Fcp ALLSOUTHERN PINE KD NO. 2 1400 825 40 565 1,600,000 TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP -2 OR PROVIDE 1/4" THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. WELDING: ALL WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE- STEEL;' D1.1 - 1486 AND AS INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO BE IN ACCORDANCE WITH THE A.W.S. SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT TO RADIOGRAPHIC, MAGNETIC PARTICLE, ULTRASONIC, AND LIQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY PAID BY THE OWNER. STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A150) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". STRUCTURAL STEEL TO CONFORM TO: SHAPES 4 PLATES ASTM A 56 PIPE _-- ._. ------ .------- .- - - - - -- ASTM A 55 GRADE B TUBES ASTM A 500 GRADE 0 ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A525 HIGH STRENGTH BOLTS OR WELDING. ALL STEEL AT AND BELOW FINISHED GRADE TO BE FIELD PAINTED AND COVERED WITH A MINIMUM OF 2" CONCRETE. The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in part without written permission from Insight Design, Inc. N N) N ) LO DO 0 1 0 w w N Z • a, o w NO 0 0 Z X oQ a. I FRESNEL E. HERNANDEZ P. E. # 46618 insight design (n z 0 (n W ct N Ch ct N 0M O a) CN O 2 0 Inc) cA z 0 s Jo Q -4--I C, 0 v4 3 0 b .V CA w m �N V o 1 Q o N VQ PROJECT NO: 02 -39 SAWN BY: M.A.M. DATE: 09/03/02 SCALE: AS SHOWN SHEET NO: 8 — z NOTES: NOTES: 1- ROOF DECK PER DETAIL 1/S -4. 2.- REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL ROOFING INFORMATION. 3.- SEE DRAWING 8 -5 FOR TIE 13EA18. 4.- tOP OF NEW TIE BEAM TO MATCH EXISTING. 5.- SEE DRAWING 8 -5 FOR TRISSES DESIGN LOAD. ROOF FRAMING PLAN SCALE 1/4' =1' -0' I: BLAB ON GRADE TO BE 4" THICK RENORGED WITH 10/10 - 6x6 WtUM. ON 10 MIL. VAPOR BARER OVER 95% COMPACTED CLEAN GRANULAR FILL. 2.- ALL EXTERIOR WALLS TO BE 8' THICK REINFORCED VERTICALLY W/ 5•32' O.C. MAX, AND +9 GAGE HQ lZONTAL JOINT REINFORCEMENT AT 16' O.C. SEE DETAIL 3/8 -3 FOR ADDITIONAL INFO. 3.- TOP OF NEW FOOTING TO MATCH EXl6TING. 4.- SEE DETAIL S/8 -3 FOR FOUNDATION. FOUNDATION PLAN SOME 1/4' 4-U' 4 r 1 1 ILF -16 ON EXISTING HOME APPLY DETAIL 12/8 -3 TO ALL CORNERS AND WINDOWS OPENING8 3' -0' *ID LARGER AND AT 20' -0' O.C. MAX I0'-0' tuu1m111 7' -!0' WF -168 1' -10' L ILF -168 5' -I1' 6'-0' r � - - _J '- - � L — — 7 I II LJ r I r LJ 1 1- L J r Li r � n ti 4' TI-1K spa. REINFORCED W/ 10/10 6th WW1. OVER 10 MIL VAPOR BARRIER CH 95% COMPACTED FILL EXISTING FOOTING I LJ n L 12/8 -3 1 L 7 n WP -16 5 432" 0.C. VERT. MAX L__ GROUT SOLID 0 4 4 4 sc- The Drawings and Designs on this sheet are the sole property of Insight Design. Inc. and may not be reproduced In whole or In part without written permission from Insight Design. Inc. .44( oif .— P FRESNEL E. HFROANOEZ P. E. # 46318 insight design z 0 W id PROJECT NO: 02 -39 _DRAM BY: M.A.M. DATE: 09/03/02 SC: AS SHOWN SHEET NO: S - 3 0 z 1�1I1 II(I iv W.W.F. 0 w 4� in y WALL RE I NF. AS - Q SHOWN ON PLANS Q FINISHED GRAD SEE ARCH. DRYVGS. 11 SEE WALL FOOT' NG --�- SCHEDULE FOR RE I NF. DETAIL 32" LAP 00 c VO4o 0 0pO0 00 #3 ®12 "O /G EACH WAY NOTE: 1 - COORD INATE ELEVATIONS AND RISER DIMEN51ON5 WITH ARCHITECT. SLAB —ON— GRADE STAIR 3/4° a I' SLAB ON GRADE AS PLAN 0 X �o 0 0 0 0 0 0. 0 ir 3' GLR WI EXTERIOR WALL FOOTING SECTION 3/4' = I'-O o � .. ...� *1%- ° 11.. • * 3 NOSING BAR - TYP. 8" G.M.U. WALL WITH HORIZONTAL JOINT RE I NF. SEE GENERAL NOTES SLAB -ON -GRADE 1 SEE FND. PLAN ° ° e 0° � ao a PROVIDE #6 024" o% VERT. AND i JOINT REINF ® 8" o% 0 BELOW FINISH FLOOR 32" LAP X 0 ° ° 0 15 % COMPACTION SEE ARCH. SEE ARCH. 0 " SLAB ON GRADE DEPRESSION / STEP 9/4' >t 1' -0' CONTRACTOR MAY SUBSTITUTE PRECAST LINTEL AND POUR CONCRETE TIE BEAM AS SHOWN BY ADDING 4 6" o/c HORIZONTAL AND #3 ®6" o%o STIRRUPS F•R ALL OPENINGS 6' -0" PROVIDE 105 — T. EA. SIDE OF OPENING. U _ MS INDICATED OTHERWISE I pLAN. O�.FN. 8' 4 ;' PR 2 T. r . SIDE CF OPENI E55 1NDt ATE Q IN FLAN. 0 CONC. TIE BEAM PER FRAMING PLANS j 8 "x8" GONG SILL REINF. WITH 205. 00 pO TYPICAL WALL OPENING REINFORCING 3/4" s 1' - 0' NOTE: FOR OPENINGS 8' -0" OR LARGER PROVIDE TIE COLUMN 8x12 MIN. W/44$5 VERT. 4 teiaN TIES. AND 8x12 SILL REINFORCED W1245 T. $ B. , 4 *3 STIRRUPS ®3" O /G. X, Nam: —*524' O /G. PROVIDE 205 x OPENING WIDTH +2' -0 ", TOP REINFORCEMENT UNDER ALL WALL OPENINGS WIDER THAN 4' - 0' VERT. REINF. AS SHOWN ON PLAN. WALL BEYOND 1/2" EXPANSION JOINT WHERE EXTERIOR SLABS ABUTTS BUILDING SEE ARCH. OR PLAN FOR STEP FOOTING PER_ FND. PLAN SECTION AT DOOR OPENING 3/4' s 1 8" t 4 " fl i 1 • r NEW SLAB l • TIE COLUMN EXISTING FOOTING 30" LAP 3 #5 TYPICAL 4 GAUGE DURO -WALL LADDER TYPE HORIZ. JOINT REINFORCEMENT 0 16" G/G 30 " 2 *5 8" TYP. CORNER REINFORCING DETAIL 3/4' 2 I'-0' LAP z 1 (V PREFAB CORNERS o 16" G/G LAP 6" MIN. WITH TYPICAL HORIZ. JOINT REINFORCING TYPICAL Q GAUGE DURO -WALL HORIZ. JOINT REINFORCEMENT ® 16" G/G FINISHED GRAD SEE ARCH. DRAGS. TYP. CORNER REINFORCING DETAIL EXISTING WALL TO BE REMOVED. DRILL 4 EPDXY 3 * 5 x l' - 6' PROVIDE 6" EMBEDMEN rAv AaAY Ar- v — r NEN TO EXISTING SLAB ON GRADE 3/4' , I: EXIST GMU WALL ALL TIE COLUMN VER BARS THAT FALL ON EXIST FOOTING DRILL AND EPDXY STRAIGHT DOWELS 6" INTO EXIST EXIST GONG FTG IIII� III II SEE WALL FOOTING — SCHEDULE FOR REINF. DETAIL EXISTING SLAB NEW • x EL. FIELD VERIFY T.OF T -B 3' CLR WIDTH EXISTING TIE -BEAM, TO REMAIN DRILL 3/4 "- HOLE IN EXISTING TIE BAEM 6" DEEP AND PLACE No.5 BAR AND FILL WITH EPDXY GROUT, TYPICAL EACH BAR. 1'-0" TCI EXISTING BLOCK WALL TO REMAIN cn ct1 cn TIE COLUMN PER PLAN HALF TIE SPACING ALONG SPLICE PROVIDE DOWEL(SAME SIZE AS FOOTING REINF) 12" INTO EXIST FOOTING W/ 5' -0" LAP W/ FTG REINF. FOOTING AT EXIST. FOOTING 3/4' i I 8" X 8" GAP W/ 2 # 5 # 5 ® 24" 0/C MAX. SLAB -ON -GRADE I END. PLAN EXISTING STRUCTURE 4#5 VERT. #3 ®8" TIES FOOTING PER PLAN 3/4' = I 6' WALL SECTION AT 1NINDOY`I OPENING 04 JOINT REINF ®8" o/ BELOW FINISH FLOOR Q5 % COMPACTION TIE COLUMN SCHEDULE MU WALL NEW STRUCTURE 1' -10" 0' -0" -ti • TC2 NEW BLOCK WALL CORNER BARS LAP 48' BAR DIA. (2' -6') TO MATCH LONGITUDINAL REINF. 'TYPICAL FOOTINGS INTERSECTIONS 3/4' = I MARK WFI6 WFI6B WF24 WF30 TE -I 1W0 (2) -#5 x 3 -0" LONG AT CENTERLINE OF EXISTING TIE - BEAM, TYPICAL. NEW GONGRE' E TIE -BEAM, cd= PLAN A5 SCHEDULED. TIE - COLUMN, SEE AS SCHEDULED. 6#5 VERT. 03 08" TIES d!: WIDTH 16" 18" 24" 30" 12" NEW TIE — BEAM TO EXISTING TIE —BEAM CONNECTION I ' -8" ICS DEPTH 12" 12" 12" 12" 12" 6#5 VERT. #3 ®8" TIES (2) CORNER BARS LAP 48' BAR DIA. (2' -6') TO MATCH LONGITUDINAL REINF. LONG 2 #5 3 #5T4B 3 #5 4 #5T *B 2 #5 WALL FOOTING SCHEDULE S< TRANSVERSE 4 ®32 " /G #40 12" 0/C T4 B #4® 12 " /C 12" 0/0 T4 B BOTTOM OF EXISTING TIE BEAM. 1 45 DOWEL SET W/ HILTI HT HY 150 ADHESIVE (PER MANUF. SPECIFICATIONS) OR APPROVED EQUAL. 1 45 VERTICAL IN FOUNTED BLOCK CELL. EXISTING MASONRY WALL OR WINDOW/DOOR OPENING ON ONE SIDE 8" X 8" CONC. TIE -DOWN 1 45 DOWEL SET IN/ POR -ROK CEMENT EXISTING FOOTING PROVIDE AT EVERY BUILDING CORNER, WINDOWS OPENINGS WIDER THAN 3'-O" AND AT 20' -0" MAXIMUM INTERVALS EXISTING WALL REINFORCEMENT The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in part without written permission from Insight Design, Inc. Pe W w 01 000 C.) IJJ Z co � �� Lg a 0 FRESNEL i ANDEZ P. E. # 46618 id insight design 0 Z 0 W Ct CO t r � to.. L. • • Ui f� • � e. • O O r ct N cTM co O O " 5m °o • -4 � In G c) Z O 0 •a O j W O o to .WV - 0 CA ir, cd O .� i (4 2 U O 5o Mo Q Ct N VQ PROJECT NO: 02 -39 DRA _._� — M.A.M. DATE: 09/03/02 SCALE: AS SHOWN SHEET NO: S - 4 uo cV DECKING A5 PER 1/5--4 2"x4" CROSS LATERAL. BRACING :CIO' O.G. OR PANEL PONN O S.E. METALS RTPI81220 -T STRAP AT EA. END OF TRUSS A/ 10-1bd. PIGGY BACK TRUSSES DETAIL 2x4 CROSS BRACING 2x4 CONTINUOUS HORIZONTAL LATERAL BRACING 2' -6" ADD 2 * 5 CORNER BAR AT TOP AND BOTTOM OF BEAM SEMCO RT12 • EA. TRUSS (TYP) CHORD OF TRUSS 3/4" = 1 0 10 1 4 HOOK AT ALL TOP BARS BEAM REINFORCING - SEE SCHEDULE (TOP PLANE SHOWN) CONCRETE CORNER BEAM - PLAN VIEW PLYUJOOD OYER TRUSSES NOTES: HORIZONTAL BRACING OF TOP AND BOTTOM CHORD: I. PROVIDE ONE ROW OF HORIZONTAL BRACING AS SHOWN EVERY 10' -0" OF SPAN OF TRUSS. 2. BRACING MEMBERS iBERS TO BE CONTINUOUS 2x4 WOOD MEMBERS AT SPLICE LOCATIONS, LAP BRACING MEMBERS OVER AT LEAST TWO TRUSSES. i" WOOD T AT 24 "c% 2 10d NAILS (TYP.) TRUSS BRIDGING SEE ARCH. DWGS. 15 SP. a 2' -0" c/c ■ 30' - 0" (MAX) id - TYP1CAL PEFZ IANENT LATERAL BR4CIS3 FOR TRIJ86E8 FOR FASGI 3/4" = 1' -0" 4, TOP OF BEAM Y MATCH EXTG A i a TOP OF BEAM J. MATCH EXTG • FOR FASCIAr SEE ARCH. DADS. PREFAB WOOD TRUSSES A PER MANUFACTURES SPECS. 0 PREFAB WOOD TRUSSES A PER MANUFACTURES SPECS. HURRICANE STRAP. SEE S -5 FOR STRAP TYPE L NAILING. PRECAST LINTEL AND MASONRY MAY BE USED IN LIEU OF CONCRETE EXTENSION. IF BEARING CAN NOT BE OBTAINED AT EACH END, USE CONCRETE EXTENSION. 2x4 CONTINUOUS HORIZONTAL LATERAL BRACING 1 2x4 CROSS BRACING DIAGONAL BRACING: 1. PROVIDE CROSS BRACING, AS SI-IOLIN, AT EACH END OF EACH ROW OF PERMANENT HORIZONTAL SPACING, AND AT NO MORE THAN 30' - 0" SPACiNG IN DIRECTION OF HORIZONTAL BRACING. 2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS. 3 12 5/8" THICK PLYWOOD DECK. Q -\ LATERAL BRACE PER 9/S -4 HURRICANE STRAP. SEE SHEET 5 -5 SGHD FOR STRAP TYPE 4 NAILING. 8"x12" TIE BEAM PER ROOF FRAMING PLAN. 8" G.M.U. HALL REINFORCED PER PLAN. TRUSS TO WALL CONNECTION 3/4" = I' -O" 3 12 TIE BEAM DEPTH PER SCHEDULE OPENING 5/8" THICK PLYWOOD DECK. ADDITIONAL DEPTH AT DOORAAY OR WINDOW PER ARCH. DRAAINGS. ADD *8" C/C EA. WAY, EXTEND REINF. AND CONCRETE 8" MINIMUM BEYOND OPENING AT EACH END. TYPICAL TIE BEAM OVER OPENING 3/4" = 1 -0" / --2 X 6 STRUCTURAL SUB — FASCIA ALL CONN. W/ (2) — 16d NAILS CORNER OF ROOF TRUSSES 3/4'1 : 1 I_OII FASCIA TOP OF BEA M --/1 m •• O COLUMN BRACKET / GIRDER CONNEC LION. 5/8" PLYWOOD SHEATHING W/IOd COMMON NAILS, NAILS SHALL BE 6" c/c AT PANEL EDGE AND @ 6" AT INTERMEDIATE TRUSSES (TYP,) AND ® 4 "C /G AT GABLE ENDS $ INTER.. DIAPHRAGM GABLES ra 1/4 t\WVIK rA2 Ae4MAW4 I I JACK TRUSS. SHEATHING OR DECKING PER PLAN -2x4 BLOCKING @24" O /G. HURRICANE STRAP EA. SIDE. TRUSS GIRDER. PREFAB. WOOD TRUSS. I I PROVIDE BLOCKING AT ALL DECK CHANGES AS PER DETAIL 4/S -4 ROOF DECK SHEATING GALVANIZED 1/4" THICK SADDLE. PROVIDE 2 OR 4 3/4 "O x6" EMBED EXPANSION BOLTS ASTM A307 OR BETTER 3/4" = 1' -0" 0- 0 4 —f– COORDINATE W/ TRUSS MF'R " I.4 "rPLIES 14 "� 7" . 2 1/2" (2) 3/4 "o THRU BOLTS DETAIL OF TRUSSES CONNECTORS 3/4" = 1 -0" • 1• CONTINUOUS GALV. — 4"x4"x22 Go BENT PLATE. , 4.,4. — OR DECK CHANGE DETAIL USP STRAP RAFTER TIE "RTIbT" W/ (6) Ibd FASTENERS DCA * 00- 1218.03 (OR APPROVED EQUAL) MIN. NAIL PENETRATION SHALL BE I I5 /I6" FOR 16d NAILS CONNECTED TO CONCRETE A/ 4-1"x2" TAP CONS INTO EXISTING TIE BEAM A 3 " =I 1 -0I1 0 CONNECTION FOR EXISTING TRUSS 3/4' • I' -0' The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced In whole or in part without written permission from Insight Design, Inc. IOd NAIL @6" 0 /0. —5/8" GDX PLYWOOD. SHAVED 2 "xb" BLOCKING AT DECK CHANGE. CONNECT BLOCKING TO TRUSSES A/ CLIP ANGLE 'V4-8d NAILS ® EA. END. EXISTING WOOD TRUSSES EXISTING CONCRETE TIE BEAM OR BOND BEAM 4) I /4 "x2 1/4" MASONRY TAPGON SCREWS REMOVE STUCCO ® STRAP LOCATION [1 0 m Agor FRESNEL Mir Z P. E. # 46618 •• 000 • • • • • id insight design Z 0 5 W • •• •4• • •• • • • • BEAM SCHEDULE SUPPORT GRAVITY LOAD DL +LL NET UPLIFT PL-WL G S GEUL E CONNECTOR TYPE AND COMMENTS #I REMARKS $ 1605* 8140* USE DETAIL II // 5 -4 WITH (4) BOLTS. I I TB -I 1820* 15884 NU -VIA NVHTAIO Y' (10) 1Od NAILS ON STRAPS AND (6)- IOdxl1/2" ON SEAT. DADE CO. N.O.A. *00-0321.03. CAPACITY: UPLIFT= 2133 * SHEAR-11445 2 1 631# 82q* -VUE NVSTAIO Y4/ (6) 1Od NAILS ON STRAP AND (6)- IOdxII /2" ON SEAT. DADE CO. N.O.A. *00 0321.03. CAPACITY: UPLIFT= 1221* SHEAR =1541#. 3 1 #31I 664* 1380* NU -VUE NVHTAIO Yr/ (10) 10d NAILS ON STRAPS AND (6) I0dx11/2" ON SEAT. DADE CO. N.OA. *00 0321.03. CAPACITY: UPLIFT= 2133* SHEAR =1443 *. 4 1 2 # 5 1235* 1246* NU -VUE NVHTAIO Y4/ (10) IOd NAILS ON STRAPS AN (6)- IOdx11/2" ON SEAT. DADE CO. N.O.A. *00- 0321.03. CAPACITY: UPLIFT= 213S* SHEAR =1443 #. I. 5 1 @ 3" G/G 2161* 2328* USE DETAIL II // 5-4 WITH (2) BOLTS. 6 ,] 2# 6 1560* 1116* NU -VUE NVHTAIO W/ (IO) IOd NAILS ON STRAPS AND (6)- I0dx11 /2" ON SEAT. DADE CO. N.O.A. *00- 0321.03. CAPACITY: UPLIFT= 2133* SHEAR =1443 #. 1 I ® 10" G/G 2411* 2618* USE DETAIL 11 // 5 -4 WITH (2) BOLTS. 8 1 2 # - 1 8108* 8132* USE DETAIL II // 5-4 WITH (4) BOLTS. ( Q 1 ® 4" G/G 3118# 3430* USE DETAIL II// 5-4 WITH (2) BOLTS. IO , BEAM SCHEDULE MARK TOP OF BEAM ELEV sizE (I N.) REINFORCING STIRRUPS REMARKS $ T G SPACING TB -I 8' -O" 8 "x 12" 2 # 5 2 # 5 4 ®12" C/C EE, BAL. @ 48" G/G #31I TB-2 8'_O" 8 "x 12" 2 # 5 2 # 5 #311 @ 3" G/G 6 -1 8' -0" 8 "x 26" 2# 6 2# 6 #3 d ® 10" G/G B -2 8' -o" 8 "x 12" 2 # - 1 2 # - 1 4t3 d ® 4" G/G NOTES: EXISTING PLYWOOD DECK EXISTING 2x6 ROOF RAFTERS EXISTING 2x6 CEILING JOISTS PIGGY BACK TRUSSES PER DET. 1/5-4 CONNECT EXISTING RAFTERS AS PER DETAIL 8/5-4 DRILL AND EPDXY *6 x EXISTING CONC. BEAM 12' 16. TOP AND BOTT. ® 12" O.G. EXISTING CMU WALL TO BE REMOVED NEW TO EXISTING ROOF W4" = I' -0" 1.- DESIGN TILES CONNECTION TO PLYWOOD DECK BASED ON 82 PSF UPLIFT. 2.- PREFAB WOOD TRUSSES MUST BE BUILT FOR THE FOLLOWING LOADS: TOP CHORD DL : 25 pet TOP CHORD LL : 20 psi' BOTT CHORD DL : 10 psP SOTT CHORD LL : 10 ps? 5.- PREFAB WOOD TRUSSES MUST BE FABRICATED IN STRICT COMPLIANCE WITH FBG, CHAPTER 25 $ TPI. 4.- REFER TO DETAILS FOR SPECIFIC CHORDS REQUIREMENTS. 5.- TRJJ55E5 MUST HAVE BRIDGING PER SHOP DRAWINGS AT MAXIMUM SPADING OF 10' -0' ON BOTTOM CHORD. CONNECT TO TRUSS WITH MINIMUM (2) I6d NAILS.SEE DETAIL 4/5 NEW CONCRETE BEAM 80x12" W/ 2*1 TOP AND BOTT. AND *5 TIES ® 4" O.G. NEW STRAP PER PLAN AND SGHED. REMOVE EXISTING OVER HANG NEY4 5/8" THK. ROOF DECK SE. METALS TP18I220 -T STRAP AT EA. END OF TRI1 W/ IO�Ibd. NEW PREFAB. WOOD TRUSSES ® 2' -0" O.G. NEW CEILING L1 /4 BAR "E" BAR T0P BAR -" BOTTOM BAR STD. HOOKS THRUOUT L1/4 LI OR c L2/4 WHICHEVER 15 GREATER WHICHEVER 15 GREATER e —TOP BAR LAP 24 BAR DIA. STIRRUPS AS SCHEDULED 11/2" COVER ALL SIDES STIRRUPS L2 TYPICAL SCAM f ACziR,4M "0" BARS ARE TOP BARS AT NON - CONTINUOUS ENDS. "E" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS. TOP BARS GALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN. ADD 2 -*5 T413 CORNER BARS, 50" SPLICE E. W. AT ALL TIE -BEAMS ADD 2 -#5 HEADER BARS AT WINDOW LINTELS L2/4 OR CANT. BOTTOM BAR The Drawings and Designs on this sheet are the sole property of insight Design, Inc. and may not be reproduced In whole or in part without written permission from Insight Design, Inc. ((c1[0 id insight design z 0 5 W 03 ry U M rzi N: *I U N h • 1)(4 4 " 0 PROJECT NO: 02 -39 PROJECT NO: 02 -39 DRAWN BY ' M.A.M. DATE 09/03/02 SCALE: AS SHOWN SHEET NO: S -6 r 1 L p� 522 S -68.3 r I L 8 '_ 0 " A.F.F. SCUT SCALE 1/4" = 1' WEST ELEV4TION SCALE 1/4" = 1' NORTH ELEVATION SCALE 1/4" = 1' EAST ELEV4TON SCALE 1/4" = 1' ELv4T1CN P = 52.2 8 = -68.3 -3 �-- 12 ii' I MaillUor At— „Itai - t4sr.=4, 1 J iiii iammos u milmon la∎ Apelolimmlminorminlommommlmmlilmlmlil: I�lor► :sot 11111 111iftet -1 eml�iwrnmmmlrl�lmmim•N• S = -51.9 P=54 -7 -59-3 =522 8 = -56.8 - 14111 sea _54.71 = -593 r ZO:Na 2 ZONE 2 ZONE2 ZONE2 1 1 J 311NF }.+ ZONE 2' • A.F.F. R 0 ( t 0 M AREA(FT 2 ) (EFFECTIVE) 10 20 40 50 100 + GROSS UPLIFT (P.S.F.) ZONE 1 - 50.0 - 48.6 - 47.2 -46.4 - 45.4 (P.S.F.) ZONE 2 -105.6 - 95.9 - 86.1 -80.4 - 73.2 (P.S.F.) ZONE 3 -166.3 a - 3' -0" V = 146 m.p.h. (PER FL. BLDG. C F S=00-4 004 ROOF UPLIFT WIND LOAD SCALE: 1/8" I' -0" = PRESSURE 8 = SUCTION NOTE: ALL VALUES IN P.S.F. WIND LOAD KEY ZONE 1 ZONE 2 ZONE 3 LEGEND 111 410 The Drawings and Designs on thle sheet are the sole property of Insight Design, Inc. and may not be reproduced In whole or in part without written permission from Insight Design, Inc. ODE 2001) w w F- � co co r7 CN Cr) o LLJ O cn N - 5 w w U c Z I � � R n o c, r-) Li Z X - 0Q -e w FRESNEI. E. HERNANDEZ P. E. 46618 id • insight design (1) Z 0 (n W 6 • NAM 0 ▪ �O 0 0 iJ W tkl 4 0 1 N ; 0 0 � 4 a m • a EXISTING GARAGE I'� ■ H t tean b ItaffiEW1 .0% ska atti 4,4 it, KITCHEN 2 8X6 100 CFM EA. BEDR 2 10X10 140 CFM EA. =AMITY ROOM 2 14X14 140 CFM ( 6X4 30 CFM W.I.C. EXISTING BEDROOM 4_2 (tw ►/ MASTER TEF -1 BATHROOM .. I ii i MEMO C MEMO MEMO C MEMO MEMO MEMO 1 id 0 FC -1 2 8X8 -16X12 0 t ( EXIST AG LIVING ROOM 12" C M U IN 0 0 V 0 (1W) (1 W) 6X6 VASTER BEDROOM 2 8X8 150 CFM EA. 0 4 "0 HVAC KEY NOTES 0 FULL SIZE DISCHARGE PLENUM 0 LOUVERED DOOR, MIN. 2.5 SQFT. FREE AREA 0 THERMOSTAT ® REFRIGERANT PIPES U.G. IN 6 "0 SCHEDULE 40 PVC SLEEVE. PROVIDE (1) 45 DEGREE ELBOW MAX., SEAL AT BOTH ENDS. ® 8 "0 RANGE HOOD EXHAUST DUCT TO EAVE CAP. PROVIDE 14X4 DUCT ABOVE TIE BEAM. 200 CFM MAX. © CONNECT TO EXISTING MAIN SUPPLY DUCT IN THIS AREA REMOVE EXISTING DUCT AND AIR TERMINAL IN KITCHEN, PATCH CEILING. 0 4 "0 TOILET EXHAUST DUCT TO EAVE CAP. JULIO VIDAL P.E. Mechanical Engineer State of Florida - License No. 52792 OFC. (95 4f 1 27 -4822 Date: I The Drawings and Designs on this sheet are the sole property of Insight Design. Inc. and may not be reproduced in whole or In part without written permission from insight Design, Inc. insight design z [d z J Q co ro +) , a) ' U L - o Pzi _ + ,0 aA x r— Ld D ,L_ Z O • VD 0 ch 0, V) �0 M I 0 0 PROJECT NO: 0216-00 LN DATE: JAN 14, 2003 DRAWN BY: SCALE: 1 /4 " =1 - 0 " SHEET NO: AC -1 4 6 1634 50 7006 51 7040 52 53 54 55 67 68 69 70 71 72 73 74 75 Re old Br: F.K. 8 r Ra.ad dr: @.,." 8y: F.K. ITEM DWG # 1 7002A 2 1155 3 7008 4 5 7003A 6 1155 7 7017 8 7009 9 7024 10 7026 11 12 7014 13 1157 14 7013 15 7015 16 7028 17 7027 18 7030 19 7031 20 21 7032 22 2 3 7033 24 7022 25 7023 26 30 31 32 oar.: 3/11/03 ox.: 12/122 7004A 7011 7012 7019 7018 7025 7016 Rs.uJai.: A RsWskns: fis sions: Cheu.d By Cal.: PGT. # NO CHANGE THIS SHEET 1 PARTS LIST DESCRIPTION MAIN FRAME - HEAD. SILL & JAMBS 78IPQA #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2" Xl /2 "X 1 /8" CLOSED -CELL FOAM TAPE SASH TOP, BOTTOM & SIDE RAILS 78IPQA #8 X l QUAD PH SMS 67017K BULB WEATHERSTRIP . 187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 410-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.1 -1. & L.H.) 78X78PPSMS 48 X .875 P11. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48 -32 X .375 PH. PN. TYPE 13 STUD BRACKET (LH. & R.H) 7858ZA 48 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON I{ANDLE 12" HINGE (HEAVY DUTY) 710x12FP #IOX.S00 PH. PHL. DSB, 1/8" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 33 1/2" LG. GLASS (1 /8 "A, 1/4" SPACE, 1 /8 "A) 40 7037 GLAZING BEAD (DSB, 3/16) 41 7042 GLAZING BEAD (1/2" LG.) 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 1635 61635K SCREEN SPLINE - SERRATED 331 60976 CASEMENT SCREEN CLIP 78xI2PSTWB #8 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASSY. TUBE 712XIPPT #12X1 " PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER 71 1573 SNAP -ON T HANDLE KNOB 7FLDI{D FOLDING HANDLE MAXIM SINGLE LOCK SINGLE LOCK KEEPER 70834A 48 X .750 QUAD PN SMS 1070 TECHNO(OG Y DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NCKOMIS, FL 34274 ITEM DWG # 80 7005A 81 82 83 1155 7010 7007 PARTS LIST CONT. PGT. # DESCRIPTION WINDOW FRAME - HEAD, SILL & JAMBS 781 PQA M8 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER Visibly Better .845" 1 .050" - .040" - .423" -I rids: .865" 3/16 ",1 /8" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7037 .523" - r I .050" - .865" 1/2" I.G. GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 1.000" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS s.n."nbc.r CA-640 s..4.: NTS CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, NON- IMPACT 7045 -9 .993" .289" .040" -- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 na.. A Approted as complying witb the Florida Br Date 0 3 ?WAN Miami Dade Product Coatrot Div iA it 3/-2-,O3 Lucas A. Turner, ?.E. PC 415.3201 Mechanical z 95 MCA /MAX. FUSE z 19/30 w o NO. OF COMPRESSORS , 1 1 REFRIGERANT PIPE SIZE, O.D. 3/4* SUCT., 5/16" LIQ. CAPACITY REDUCTION 0 -100 UNIT TOTAL AMPS 14.8 FLA ELECTRICAL SERVICE AVAILABLE 230V — 1 0 — 60 OPERATING WEIGHT 170 DESIGN MANUFACTURER RHEEM MODEL NO. RAMB030JAZ CONDENSING UNIT ANCHOR CU TO CONC. SLAB WITH 3/8" CONC. INSERTS 1/8" STAINLESS STEEL WIRES SECURED TO CONCRETE DECK OR PAD (D0 NOT OBSTRUCT UNIT ACCESS PROVIDE 2 PER UNIT. SECURE TO SLAB OR CONCRETE DECK WITH CONCRETE INSERTS 6" STRUCTURAL SLAB 6" MIN. NOT EQUIPMENT SHALL BE SECURED AS TO RESIST WIND PRESSURES IN FBC, BUILDING NOT EQUIPMENT SHALL BE MOUNTED ABOVE BASE FLOOD ELEVATION. CONDENSING UNIT MOUNTING DETAIL N.T.S. POWER & CONTROL CONNECTIONS REFRIGERANT SUCTION & LIQUID LINES SEAL JOINT WITH DUCT SEALER & TAPE DRAW BAND SPIN COLLAR W DAMPER 1" WIDE HANGER 22 GA. TO STRUCTURE ABOVE AS PER SMACNA STANDARDS. LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) INSULATED FLEXIBLE DUCT. SUPPORT AT EVERY 5' -0" (MAX.) TO AVOID SAG. 1.5" WIDE STRAP SADDLE SUPPORTED TO STRUCTURE ABOVE WITH 12 GA. HANGER WIRE. INSULATED & VAPOR SEALED COLLAR & DIFFUSER BACK PANEL DIFFUSER FULL SIZE PLENUM FLEXIBLE DUCT CONNECTION DETAIL 2 "x1.5 " -22 GA. CHANNEL AT 6' -0" O.C. MAX. SPIN COLLAR FITTING WITH DAMPER W/ QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY. SEAL JOINT WITH DUCT SEALER & TAPE 2 "X 2 "X 1/2" NEOPRENE NEOPRENE PADS AT ALL CORNERS 1 2" x 2" x 1/4 STEEL ANGLE FRAME SHALL BE RUST PRIME PAINTED. 3X3X3/16" STEEL ANGLE PLATE. N.T.S. FC UNIT fa" PROVIDE 4 -0" CLEAR IN FRONT OF FC UNIT AND HEATER. " CO( c y%).) , .c-. VERTICAL FC MOUNTING DETAIL ;t PROVIDE UNIT MOUNTED CIRCUIT BRIEAKER AT ALL FC UNIT DUCTWORK SYMBOLS 1 VD OR CFM UC DG DL N �8" ( SA A 200 CFM LETTER [A] DENOTES AIR DISTRIBUTION DEVICE TYPE NUMBER [8] DENOTES TERMINAL NECK SIZE NUMBER [200] DENOTES SUPPLY AIR QUANTITY RETURN AND EXHAUST AIR TO THERMOSTAT MANUAL VOLUME DAMPER CUBIC FEET PER MINIUTE UNDERCUT DOOR DOOR GRILLE DOOR LOUVER (WITH VOLUME DAMPER AT AC CL.) SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT FLEXIBLE DUCT SUPPLY AIR HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. All compressors shall be guaranteed for 5 years minimum. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. Indoor design temperature (Summer): 787 DB B. Indoor design temperature (Winter): 707 DB 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioning equipment manufacturer's recommendations. B. INSULATION: Refrigerant suction piping shall be insulated with 3/4" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tape. C. DUCTWORK: a. All supply air ductwork shall be 1.5" thick fiberglass ductboard, fabricated and installed as per latest edition of SMACNA "Fibrous Glass Duct Manual ". R -6.0 MIN. b. All toilet and kitchen exhaust ductwork shall be galvanized sheet metal duct not lighter than 26 gage. c. All duct dimensions are clear inside dimensions. d. Flexible insulated ductwork with 1 1/2" thick fiberglass insulation with FRK vapor barrier. R -6.0 MIN. 8. CONTROLS: Air conditioning unit shall be started and stopped thru individual thermostat. Individual programmable thermostat shall start /stop supply fans and activate cooling /heating systems as selected. 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and air conditioning systems. Submit four copies of Test and Balance Report, to owner for approval. 10. TEF -1 50 CFM at .125" TSP 2.4 sones max. Cook Little Gem -1, provide BDD and service switch. 29 watts at 120V -1 -60. AIR DISTRIBUTION SCHEDULE SYMBOL CA) (B) USE SUPPLY AIR RETURN AIR TYPE CEILING DIFFUSER CEILING GRILLE ACCESSORIES O.B.D. MFG. & MODEL NO. TITUS 250 -AA TITUS 3F NOTE: ALL AIR DISTRIBUTION SHALL BE FINISHED WHITE BAKED ENAMEL. HVAC DESIGN REQUIRES: DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL YES NO X x X X x X X The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced In whole or In part without written permission from Insight Design, Inc. JU 0 VIDAL P.E. Mechanical Engineer State of Florida - License No. 52792 OFC. (95f ) . . 7Q -4822 Date: ) II )) SCALE: 0 SHEET N0: insight design N (0 0 I� O �6 y � W o ° — 0 o > c d W 0 } _ f r4 .t F— U CA c\J or.)o PROJECT NO: 0216 -00 DRAWN BY: LN DATE: JAN 14, 2003 NONE AC -2 SPLIT A/C UNIT SCHEDULE z o UNIT DESIGNATION F FC -1 AREA SERVED A ADDI11ON LOCATION AC CLOSET NOMINAL TONS 2.5 DESIGN MANUFACTURER RHEEM MODEL NO. R RBHB17JO5S SEER, MIN. 12.4 z LI E TOTAL AIR, CFM 1 1000 VENT AIR, CFM 0 0 EXT. STATIC PRESS., INCHES 1OF H2O 0 0.5 FAN MOTOR H.P. (NON- OVERLOAD) 1 1/3 ELECTRICAL SERVICE AVAILABLE 2 230V - 1 0 - 60 FACE VELOCITY, FPM _ ___ o D DESIGN AIR ACROSS COIL, CFM U 1 000 GRAND TOTAL CAPACITY, BTUH 29,800_,_ TOTAL SENSIBLE CAPACITY, BTUH ; ; ____ 21,400 - ) ENTERING AIR TEMP. ° F DB; /WB 80 /67 COIL MODEL NO. R RCHA36A1 It F FILTER TYPE & THICKNESS CLEANABLE, 1" QUANTITY AND SIZE 1, -- FACE VELOCITY FPM. MAX. HEAT COIL TYPE E ELECTRIC ELECTRICAL SERVICE AVAILABLE 2 230V - 1 0 - 60 AUXILIARY ELECTRIC HEAT, KW 5.0 STAGES AND KW /STAGE 1 1, 5.0 UNIT DESIGNATION C CU -1 TYPE OF FAN PROPELLER NO. OF FANS AND FLA 1 1 - 1.3 , A AMBIENT AIR TEMP., ° DB CONDENSING UNIT ANCHOR CU TO CONC. SLAB WITH 3/8" CONC. INSERTS 1/8" STAINLESS STEEL WIRES SECURED TO CONCRETE DECK OR PAD (D0 NOT OBSTRUCT UNIT ACCESS PROVIDE 2 PER UNIT. SECURE TO SLAB OR CONCRETE DECK WITH CONCRETE INSERTS 6" STRUCTURAL SLAB 6" MIN. NOT EQUIPMENT SHALL BE SECURED AS TO RESIST WIND PRESSURES IN FBC, BUILDING NOT EQUIPMENT SHALL BE MOUNTED ABOVE BASE FLOOD ELEVATION. CONDENSING UNIT MOUNTING DETAIL N.T.S. POWER & CONTROL CONNECTIONS REFRIGERANT SUCTION & LIQUID LINES SEAL JOINT WITH DUCT SEALER & TAPE DRAW BAND SPIN COLLAR W DAMPER 1" WIDE HANGER 22 GA. TO STRUCTURE ABOVE AS PER SMACNA STANDARDS. LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) INSULATED FLEXIBLE DUCT. SUPPORT AT EVERY 5' -0" (MAX.) TO AVOID SAG. 1.5" WIDE STRAP SADDLE SUPPORTED TO STRUCTURE ABOVE WITH 12 GA. HANGER WIRE. INSULATED & VAPOR SEALED COLLAR & DIFFUSER BACK PANEL DIFFUSER FULL SIZE PLENUM FLEXIBLE DUCT CONNECTION DETAIL 2 "x1.5 " -22 GA. CHANNEL AT 6' -0" O.C. MAX. SPIN COLLAR FITTING WITH DAMPER W/ QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY. SEAL JOINT WITH DUCT SEALER & TAPE 2 "X 2 "X 1/2" NEOPRENE NEOPRENE PADS AT ALL CORNERS 1 2" x 2" x 1/4 STEEL ANGLE FRAME SHALL BE RUST PRIME PAINTED. 3X3X3/16" STEEL ANGLE PLATE. N.T.S. FC UNIT fa" PROVIDE 4 -0" CLEAR IN FRONT OF FC UNIT AND HEATER. " CO( c y%).) , .c-. VERTICAL FC MOUNTING DETAIL ;t PROVIDE UNIT MOUNTED CIRCUIT BRIEAKER AT ALL FC UNIT DUCTWORK SYMBOLS 1 VD OR CFM UC DG DL N �8" ( SA A 200 CFM LETTER [A] DENOTES AIR DISTRIBUTION DEVICE TYPE NUMBER [8] DENOTES TERMINAL NECK SIZE NUMBER [200] DENOTES SUPPLY AIR QUANTITY RETURN AND EXHAUST AIR TO THERMOSTAT MANUAL VOLUME DAMPER CUBIC FEET PER MINIUTE UNDERCUT DOOR DOOR GRILLE DOOR LOUVER (WITH VOLUME DAMPER AT AC CL.) SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT FLEXIBLE DUCT SUPPLY AIR HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. All compressors shall be guaranteed for 5 years minimum. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. Indoor design temperature (Summer): 787 DB B. Indoor design temperature (Winter): 707 DB 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioning equipment manufacturer's recommendations. B. INSULATION: Refrigerant suction piping shall be insulated with 3/4" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tape. C. DUCTWORK: a. All supply air ductwork shall be 1.5" thick fiberglass ductboard, fabricated and installed as per latest edition of SMACNA "Fibrous Glass Duct Manual ". R -6.0 MIN. b. All toilet and kitchen exhaust ductwork shall be galvanized sheet metal duct not lighter than 26 gage. c. All duct dimensions are clear inside dimensions. d. Flexible insulated ductwork with 1 1/2" thick fiberglass insulation with FRK vapor barrier. R -6.0 MIN. 8. CONTROLS: Air conditioning unit shall be started and stopped thru individual thermostat. Individual programmable thermostat shall start /stop supply fans and activate cooling /heating systems as selected. 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and air conditioning systems. Submit four copies of Test and Balance Report, to owner for approval. 10. TEF -1 50 CFM at .125" TSP 2.4 sones max. Cook Little Gem -1, provide BDD and service switch. 29 watts at 120V -1 -60. AIR DISTRIBUTION SCHEDULE SYMBOL CA) (B) USE SUPPLY AIR RETURN AIR TYPE CEILING DIFFUSER CEILING GRILLE ACCESSORIES O.B.D. MFG. & MODEL NO. TITUS 250 -AA TITUS 3F NOTE: ALL AIR DISTRIBUTION SHALL BE FINISHED WHITE BAKED ENAMEL. HVAC DESIGN REQUIRES: DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL YES NO X x X X x X X The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced In whole or In part without written permission from Insight Design, Inc. JU 0 VIDAL P.E. Mechanical Engineer State of Florida - License No. 52792 OFC. (95f ) . . 7Q -4822 Date: ) II )) SCALE: 0 SHEET N0: insight design N (0 0 I� O �6 y � W o ° — 0 o > c d W 0 } _ f r4 .t F— U CA c\J or.)o PROJECT NO: 0216 -00 DRAWN BY: LN DATE: JAN 14, 2003 NONE AC -2 EXISTING METER AND—'- l ELECTRICAL SERVICE TO BE REMOVED NEW METER AND MAIN BREAKER LOCATION of' 6Y r � Y G N -11 BOTTOM HALF WIRED TO N -.23 SEE SHEET E -2 1 I -1 N- N -11 KITCHEN 411 V111 OLD PANELS 'A' at 'B' 10 BE REMOVED AND ABANDONED C (ThPOWER PLAN EXISTING GARAGE NOT PART OF THIS DESIGN N - 11 BEDROOM N -11 N -27,29 30A TWO POLES SWITCH NEW PANEL 'N'. COORDINATE FINAL LOCATION WITH CWNER 1/4 =1 -0" N -13 GFI /WP 111 CL. . 0 ✓ — Q A/C CL. I L ___J 4 N -13 1 N -16 N -14 , N -13 ( N -11 N -11 N -14 ;:,• O•y =�M,LY ROOM FC -1 WITH A FACTORY INSTALLED BUILT -IN BREAKER N -'13 N -13 N -13 1 NOT PART OF THIS DESIGN EXIISTING IV /ING ROOM N -15 N -13 w.LC. 4', Y/ / //J A 0 % v/ y � II N N -25,28 MASTER BEDROOM N -15 EXISTING BEDROOM j#2 NOT PART OF THIS DESIGN 111 NOT PAR NOT PART OF THIS DESIGN EXISTING BEDROOM ##1 N -15 7 MASTER BATHROOM OF 1}ttS DESIGN A N -15 N -15 BOTTOM HALF WIRED 10 M 25, SEE SHEET E -2 ck' l41 The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in port without written permission from Insight Design, Inc. JULIO VIDAL P.E. Professional Engineer State of Florida — License No. 52792 OFC. (3p'.) _ §. 8-1967 Date: ) id insight design Z 0 CO N) U U] o - o N V0) r y I ' •-• ) Z 0)V. 0•- • • ▪ • N O � • 0■ O �o st' • /-4Z 0o — cfl 4> o > � l .J 0 0 0 2 • '- U U • -, - "'� rY .1t ry PROJECT NO: 0216 -00 1 DRAWN 3Y: AG DATE: JAN 17, 2003 SCALE: SHEET NO: - -1 1 /4 "= 1' -0"I MIN 1 r N -19 N -1S N-1 KITCHEN N -19 N -19 3 TO SPLIT WIRED RECEPT. SEE SHEET E -1 N N -21 WP =� 11III•nIIWll�l� \in!. =r N -19 • 4. N -19 N -23 QN -19 CN -19 N -19 • • BEDRL N -23 WP N -23 ////i �I /U// A N -23 \ N -23 CL. N -21 N -23 33 N -23 N -23 N -23 0 A/C CL. N -19 6 N -23 FAMILY ROOM N -23 14 11111\ h, N -19 N -19 N- 193 N -23 N -23 N -23 N -23 NOT PART OF THIS DESIGN EXIS ING LIVIN( ROOM 3 N -25 a U 1 G % N -25 1 , N -25 N -25 Q W.I.C. MEM C C C C C O 1 lI MAST -R BEDROOM TO SPLIT WIRED RECEPT, SEE SHEET E -1 N -25 EXISTING BEDROOM #2 NOT PART OF THIS DESIGN c !‘t ti N -25 1 N -25 NOT PART CF TH J DESIGN c? N -25 N -25 N :25 MASTER BATHROOM ® ll N -25 N -25 N -25 MIN ••1 IMP MEI MEN 'I' 111=11 MEI MOM EMIR N WP EXISTING GARAGE NOT PART OF THIS DESIGN 'IGHTING PLAN 1/4 =1' 17 WP N -21 WP N -21 ALL LIGHTING SWITCHES FOR DOWNLIGIHT FIXTURES TO HAVE DIMMERS NOT PART OF THIS DESIGN EXISTING BEDROOM #1 N -21 WP N -21 WP 1\ JU�IO VOA:. P.E. Professional Engineer State of Florida — License No. 52792 OFC. ( 5 •,1957 The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and mo not be reproduced in whole or in art without written permission from Insight Design, Inc, Date: � � 9 9 P P Y 9 9 Y P P P 9 9 id insight design Z 0 W z a_ z CO N �O 0O 0 Mo o N O G M 0 0 0 4 � N 0 0 4 o ry PROJECT NO: 0216 -00 DRAW BY: AG DATE: JAN 17, 2003 SCALE: 1/4"---.1 0" SHEET NO: TYPE: SIEMENS G4040ML1200 SERVICE: 10,3W VOLTAGE: 120/240 MOUNTING: SURFACE LOCATION: GARAGE PA \EL BUS RATING:200A MAINS: MLO POLES: 40 FEEDER: #2/0 NEUTRAL: #2/0 CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 SERVES RELOCATED GENERAL LIGHTING CKT. RELOCATED GENERAL LIGHTING CKT. 37 39 RELOCATED GENERAL LIGHTING CKT. RELOCATED GENERAL LIGHTING CKT. RELOCATED GENERAL LIGHTING CKT. GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING BATHROOM GFI RECEPTACLES GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING WATER HEATER 1 RANGE HOOD /LTS RELOCATED GARAGE OPENER CKT. GENERAL LIGHTING TRIP POLE 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 30/2 20/1 20/1 20/1 WIRE 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 CON DUIT 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/ 1/2 1/2 1/2 VA 4,500 100 1,176 PHASE A C • • • • • • • • • • • a • • a • • • • CKT 2 4 6 8 10 12 14 16 18 • 20 22 24 26 28 30 32 34 36 38 40 SERVES RELOCATED CLOTHES DRYER CKT. RELOCATED LAUNDRY CKT. (WASHER) RELOCATED A/C EQUIPMENT CKT. 1 REFRIGERATOR SMALL APPLIANCES CKT SMALL APPLIANCES CKT GARBAGE DISPOSAL DIS'HWAS'HER RANGE A/C CONDENSING UNIT CU -1 1 AIR HANDLING UNIT FC -1 1 SPARE SPARE TRIP POLE 30/2 20/1 50/2 20/1 20/1 20/1 20/1 20/1 50/2 30/2 40/2 20/1 20/1 WIRE 10 12 8 12 12 12 12 12 6 10 8 CON DU IT 1/2 1/2 3/4 1/2 1/2 1/2 1/2 1/2 3/4 1/2 3/4 VA 5,000 1,500 9,500 800 1,500 1,500 800 1,200 12,000 3,552 5,864 Q GFI 0 NON- COINCIDENT LOAD © AFCI TYPE BREAKER ALL BREAKERS TO HAVE 10,000AIC LOAD CALCULATION: 2,600 SQF AT 3VA /SQF = 7,800 VA OTHER LOADS = 30,076 VA SUBTOTAL VA = 37,876 VA 10,000 VA AT 100% = 10,000 VA 27,876 VA A /C LOAD = 15 VA TOTAL LOAD = 36,514 VA = 152A AT 240V, 1PH 2 Hour Fire Rated Through Penetration Firestop for Single Metal Pipe through Concrete floors or block walls using TREMstop Acrylic, F- rating = 2 Hr. T- rating = 0 Hr. UL # CAJ1205 TREMCO ® Pre -Rated Concrete Floors or Block Walls = Min. 4 -1/2" thick, with annular space range of 0" to 7/3 Q Conduit - Nom. 4" dio. (or smaller) steel conduit or EMT. © Packing Material - Mineral wool (min. 4 pcf) compressed min. 50% and installed into the opening to obtain min. 4" thickness. ® TREMCO # TREMstop Acrylic - Min. 1/2" sealant applied within annulus, and a minimum 1/4" sealant applied at point contact: of the floor surface for floors, or both surfaces for walls, F- rating = 2 Hr. T- rating = L2 Hr 2 Hour Fire Roted Through Penetration Firestop for Multiple Metal Pipe through Concrete walls using FIRE - SHIELD or FIRE -SEAL. TREIi1C0 ® Wall assembly = 5" thick concrete, with Max area of opening 35.75 sq, in. ® • Steel Pipe - 2" diem. (or smaller) Sch. 5 or heavier. •Conduit - 2" diom. (or smaller) EMT. • Max. 5 pipes or conduits. © A) Steel sleeve - No. 30 MSG gals. sheet fitted withi opening and secured to both des of wall. 8) Packing material - Min, 4" thickness ceramic fib' insulation (6 pcf) frictioMfitted C) Min. 1'2 thickness FIRE - SHIELD or FIRE -SEAL, wiM " crown formed around penetroting items. TO FPL XMER EXISTING EXISTING METER T cD- EXISTING rEXISTING r EXISTING T I PANEL 1 I PANEL 1 1 'A' I 1 a I PANEL 1100A, 10 n I 1 W /FUSES LOA, 10 L_ M0 J L_ J EXISTING ELECTRICAL RISER (TO BE ABANDONED) EXISTING TO FPL XMER 200A, 10 METER O RW4 di %lir r IP WP WP CWP TWO GROUNDING RODS, 5/8 "x10' LONG, 6' APART PANEL 'N' 200A, 10 ML NEW ELECTRICAL RISER ELECTRICAL RISER CODED NOTES 10 3 12/0, 2 "GRC O 3 /2/0, 2 "C O 3 12/0, 1 #$(G), 2 "C r 4) 200 AMPS TWO POLES BREAKER, 10KAIC ® 1 14, 1/2 "PVC. 1 or 2 Hour Fire Rated Through Penetration Firestop for Single Metal Pipe through Gypsum walls using FIRE - SHIELD. F- rating = 1 and 2 Hr. T- rating = 0 Hr, UL WL1051 ram) ® 1 or 2 - hour fire rated gypsum wallboard /stud assembly (angulor space range, min. 1/4" to max. 5/0 ") ® Conduit - 4" diam.(or smaller) EMT or rigid steel ® TREMCO # FIRE - SHIELD - min. 1/2" thickness of sealant installed within opening with a min, of 1/4" crown around ground the penetrating item applied flush with both side of wall assembly, USE THOSE THAT APPLY -. - INCANDESCENT DOWNLIGHT 75W MAX INCANDESCENT DOWNLIGHT 75W MAX INCANDESCENT WALL MOUNT 100W iViAAX 9 ELECTRICAL SYMBOL LEGEND NEW SPOTLIGHT, 300W MAX '? INCANDESCENT WALL SCONCE 100W MAX 120/277 V.. 20 AMP., SINGLE POLE LIGHT SWITCH. 120/277 V., 20 AMP., THREE WAY SWITCH, ELECTRICAL PANEL DISCONNECT SWITCH. "3' INDICATES NUMBER OF POLES; "5O' = FRAME SIZE AND "F ' DENOTES FUSE SIZE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. EXHAUST FAN EQUIPMENT CONNECTION WITH FLEXIBLE CONDUIT, 20 A, 120., V., DUPLEX RECEPTACLE, GROUNDING TYPE, U.O.N. MOUNTED 10" A.F.F. OR AS DIRECTED BY ARCHITECT, CEILING OR WALL MOUNTED JUNCTION BOX. Q TELEPHONE OUTLET OUADRUPLEX OUTLET VP VAPOR PROOF GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF © SINGLE STATION SMOKE DETECTOR W /BATTERY BACKUP qp SPLIT -WIRED RECEPTACLE 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND THE LATEST EDITION OF THE FLORIDA BUILDING CODE AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER . SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 1 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK, 4, THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF FINAL ACCEPTANCE. 5. IT SHALL NOT BE THE INTENT OF THESE PLANS AND SPECIFI- CATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL CONDUIT, BOXES AND WIRING NECESSARY FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, ETC. CAUSED DURING THE PERFOR- MANCE OF WORK. 7. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE OR DELAYS AND SHALL INCLUDE REPLACE- MENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS, AND SHALL THOROUGHLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND POSSIBLE ADDENDA PRIOR TO BIDDING ON HIS WORK. NO EXTRAS TO HIS CONTRACT WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. 9. THE CONTRACTOR SHALL NOT SCALE THE ELECTRICAL DWGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR SO THAT INTERFERENCE WITH OTHER TRADES BE AVOIDED, 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CON- TRACTOR TO PROVIDE ALL LABOR, MATERIALS AND NECESSARY SUPERVISION TO ACCOMPLISH THE WORK AS SHOWN AND /OR NOTED ON THE PLANS. 12, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CON- TRACTOR FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS, AS TO NOT INTERFERE WITH THE WORK OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME, THE CONTRACTOR SHALL NOT ORDER ANY ITEMS UNTIL APPROVED SHOP DWGS, ARE RETURNED TO HIM. 13. CONTRACTOR SHALL COORDINATE SERVICES WITH THE RESPEC- TIVE UTILITY COMPANIES, 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING ANY LIGHT FIXTURES. 15, ALL CONDUCTORS SHALL BE STRANDED COPPER, TYPE THHN/ THWN, EXCEPT WHERE OTHERWISE RECUIRED BY U.L. OR ANY CODE. MINIMUM WIRE SIZE SHALL BE 12 AWG, EXCLUDING CONTROL WIRING. 16. ALL CONDUCTORS SHALL BE IN CONDUITS. CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRC) EXCEPT THAT: (A) PVC CONDUITS MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE GRC; (8) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAMAGE, DAMP OR C0- RROSIVE CONDITIONS; (C) LIQUIDTIGHT FLEXIBLE CONDUIT WHERE REQUIRED; (0) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY LOCACATIONS ONLY ALL CONDUITS IN HA- ZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 5. 17. APPLY TWO COATS OF BITUMASTIC (KOPPERS 60) TO ALL ME- TALLIC CONDUITS IN SLABS OR UNDERGROUND. EMT IS NOT PERMITTED IN SLABS, ALUMINUM CONDUITS ARE NOT PERMI- TTED ANYWHERE. 18. FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTIONS TO VI- BRA EQUIPMENT AND RECESSED LIGHT FIXTURES, WHERE PER BY CODE. 19. FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BO- XES SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EX- CESS OF 360 DEGREES, OR 180 DEGREES FOR TELEPHONE. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE IN- TENDED USE AND WITH IRON COVERS. WARNING TAPES WHICH "WARNING BURIED ELECTRIC" SHALL BE PLACED IN TRENCHES ABOVE ELECTRIC CONDUITS. WHERE CONDUITS PASS UNDER PAVED AREAS, THEY SHALL BE CRC. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY SHALL BE SCHEDULE 40 PVC. ELBOWS AND RISERS SHALL BE GRC, ELECTRICAL NOTES: 20. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. THE EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS NOTED OTHERWISE. 21. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON ALL PE- NETRATIONS, WALLS AND STRUCTURAL SLABS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID, THE LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALLS, AND STRUCTURAL SLABS. 22. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. SHALL BE NEW, 23. A PULL WIRE OR CORD SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 24. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIRE- MENTS TO ACCOMODATE THE EQUIPMENT SERVED, INCLUDING REJECTION CLIPS AND FUSES. SWITCHES SHALL BE HP RATED FOR MAXIMUM HORSEPOWER. 25. CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PRIOR TO INSTALLATION. 26. ALL FUSES SHALL BE CURRENT LIMITING, PER U.L. RATED 600V OR 250V AS REQUIRED, WITH: a) NON TIME DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING PANELS. b) DUAL ELEMENT TIME DELAY FUSES FOR MOTORS AND HVAC EQUIPMENT. 27. MOTORS STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICA- TED OR REQUIRED, WITH OVERLOAD RELAYS OR FUSES IN EACH HOT LEG. 28. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FOR AIR CONDITIONING SYSTEMS AS PER MANUFACTURERS NAMEPLA- TE RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY THE HVAC CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR, 29. ALL CIRCUIT BREAKERS SHALL BE OF THE INVERSE TIME TYPE (THERMAL - MAGNETIC). TWO AND THREE POLE CIRCUIT BREA- KERS SHALL BE COMMON TRIP. TIE HANDLES ARE NOT PERMI- TTED. 30. ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT (NEMA 3R) WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CO- NNECTED TO SUCH EQUIPMENT SHALL BE LIQUIDTIGHT. 31. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCA- TIONS, AND SPECIAL ENCLOSURES AS REQUIRED FOR OTHER CLASSIFIED AREAS, U.O.N. 32. PROVIDE ALL FIXTURES WITH LAMPS, VERIFY TYPE WITH MANU- FACTURER, 33. ALL OPENINGS FOR LIGHT FIXTURES IN CEILINGS SHALL BE PROTECTED IN A MANNER (PER ALL GOVERNING CODES) THAT WILL PROVIDE THE SAME RATING AS THE CEILING. THIS APPLIES TO ALL FIRE RATED CEILINGS. 34. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEMS FOR SELECTION OF PROPER TRIMS AND SUPPORT ARRANGEMENTS FOR LIGHTING FIXTURES. 35. ALL LIGHTING SWITCHES AND /OR DIMMERS SHALL BE GANGED TOGETHER WHERE SHOWN TOGETHER. 36. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH UL APPROVED WELDED CONNECTIONS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYS- TEM AS PER NEC ARTICLE 250. 37. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESIBLE AREAS ONLY. 38. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD RE- QUIREMENTS OF POWER AND TELEPHONE COMPANIES. 39. LIGHTING FIXTURES DESCRIBED HEREIN ARE INTENDED TO INDI- CATE THE GENERAL FIXTURE TYPE, WHICH SHALL BE SUBSTAN- TIALLY AS SPECIFIED. IT IS NOT THE INTENT OF THIS SPECIFI- CATIONS TO REQUIRE THE PRODUCT OF ANY PARTICULAR MA -- NUFACTURER WHOSE PRODUCT IS SPECIFIED. 40. CONNECT ALL EMERGENCY AND EXIT LIGHTS TO INDICATED CIR- CUITS AHEAD OF ANY SWITCH. 41. PROPER PLASTER RINGS SHALL BE USED WITH OUTLET BOXES. PLASTER RINGS SHALL BE A MAXIMUM OF 1/8" FROM THE FINISHED SURFACE OF THE DRYWALL AFTER THE DRYWALL IS INSTALLED. PROPER COORDINATION BETWEEN THE ELECTRICAL CONTRACTOR AND THE GENERAL CONTRACTOR FOR RING INSTA- LLATION IS REQUIRED. ALL OUTLET BOXES SHALL BE SECURELY FASTENED. ANY AND ALL IMPROPERLY INSTALLED PLASTER RING OR OUTLET BOXES SHALL BE REMOVED AND A NEW RING OR OUTLET INSTALLED AT THE CONTRACTOR'S EXPENSE. DEMOLITION /CONSTRUCTION NOTES 1. REMOVE EXISTING ELECTRICAL SERVICE, METER AND PANELS 'A' AND '8'. FURNISH AND INSTALL NEW SERVICE AND PANEL 'N' AS INDICATED ON PLANS AND ELECTRICAL RISER. 2. EXISTING CIRCUITS IN PANELS 'A' AND '8' TO BE RELOCATED TO NEW PANEL AS SHOWN ON NEW PANEL 'N' SCHEDULE. 3. REUSE EXISTING JUNCTION BOXES, CONDUIT AND WIRING WHEN POSSIBLE. 4, ALL NEW WIRING SPECIFIED TO BE COPPER. 5. LOCATION OF NEW LIGHT FIXTURES SHALL BE COORDINATED WITH THE OWNER BEFORE ROUGH -IN, 6. ALL NEW LIGHTING FIXTURES TO BE SELECTED BY THE OWNER. 7. SINGLE STATION SMOKE DETECTORS TO BE CONNECTED TO A NON GFI KITCHEN OR BATHROOM LIGHTING CIRCUIT, AND TO HAVE BATTERY BACKUP. 8. ALL SINGLE STATION SMOKE DETECTORS SHALL BE INTERCONNECTED. 9. INSTALLATION OF LIGHTING FIXTURES INSIDE CLOTHES CLOSETS SHALL COMPLY WITH NEC 410 -8, 10. ONLY SHOWN ON PLANS EQUIPMENT AND ELECTRICAL DEVICES ON THE AREA INSIDE THE SCOPE OF WORK. The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in port without written permission from Insight Design, Inc, Date, JULIO "IIJA'e P.E. Professional Engineer State of Florida - License No. 52792 OFC. (3i')� 67 id insight design 00 N) U (1 0 f i L +p0 (14 4 W(1.) 61.4 ° L Z0 OW) 0' v n F -3 ry N O� N 0 ON M ° o V) •_ In c - cn O ccs O L1.J 0 0 • � "�H U CA LiJ O N � � IIIV) . • U o g- 0 Q O PROJECT N0: 0216 -00 DRAWN aY: AG DATE: JAN 17, 2003 SCALE: 1 /4 " = - 0 " I SHEET NO: GAL. 900 1050 1200 1350 - 9 1650 4 —6 W , 3 3 —8 4 —0 4 —0 L 8' -0" 4'-10" 9' -3" 4' -10" 10` -0" 4' -10" 10' -0" 5' -6" 11' -6" 5' -6" H T min. 3" 3" 3" 3" 4" D min. 4' -0" 4' -0" 4' -0" 4' -6" 4' -6" REINF. 6 x 6 10/10 4 x 4 4/4 CONC. 3000 PSI, 28 DAY PROJECT NO: 0216-00 DRAWN BY: RLP DATE JUNE 14, 2002 SCALE: 1 !4 " =1' -0" 1 PS -1 co> w co> l PROJECT NO: 0216-00 DRAWN BY: RLP DATE JUNE 14, 2002 SCALE: 1 !4 " =1' -0" SHEET NO: PS -1 05 -22 -03 HRS COMMENT REV. E 9' ASP -1A_T Y ALILiY NEW 1" WATER METER AND SERVICE. \ 3'-- 0 95'29'40" (M) ——————————————————————————————————————— 4 1 � 2' -10 " IDCE OF PAVE'M'ENT 89'30'20" -3" W w w o CV L) NEW 1050 GAL SEPTIC TANK. L .�:,�:��,.. ,'' -∎ tea. APPROVED 7- !)At) COUNTY DEPARTMENT OF, PUBLIC HEALTH PPCP -PTY 'L NE FENCE LINE 119' -9 JJ 'F'iT3AC KS 4" )C SAN 7 1" WATER SERVICE J ENCASED IN CONCRETE. 119' - EXISTING SEPTIC TANK TO BE ABANDONED PER HEALTH DEPARTMENT'S REQUIREMENT. BOTTOM OF TANK SHALL BE BROKEN AND SHALL BE FILLED WITH SAND. 41' -6" - STORY CBS 1 099 IN.E N.E. 99TH ST. OUNTY, FL. 33 35 39 -3" 3 �. CONCRETE 3' -5" CBS WALL 26' -1 PLUMBING SITE PLAN 1/8 " -1'— 1 39 - 30'20" Y 40'29'40" (M) 35' -0" 22' ASPHALT T C) w z A t REINFORCEMENT 18" T PLAN VIEW L SECTION A -A' H NOTE: INFLUENT !NVERT SHALL BE 1" MIN. / 3" MAX. ABOVE EFFLUENT INVERT ELEVATION. SEPTIC TANK DETAIL Firs A JULIO `TIDAL F.E. Mechcnical Engineer State of Florida - Licer, No. 52792 OFC. (305D 80 9361 Date:; The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in part without written permission from Insight Design, Inc. insight design fi CO VI r ri 41 CI rui ,Vl , mu. 'AW � � c' : •-•. is V ois rE !: PROJECT NO: 0216 -00 DRAWN BY: RLP DATE J UNE 14, 2002 SCALE: 114 " =1 -0" SHEET NO: P1 05 -22 -03 HRS1 COMMENT REV. I --- r a111=111 1 111 IMI� MIPP muum■ NNIIIIIIIIIIIIIIII� MEW i1 MM 1 i 1' P- L 0 IMMO _ KITCHEN 018 EXISTING TOILET 019 i LO RUN 01 B ' / UNDERGROUND. R � ��jj i � F 1 � j n y ♦ i �y '� � r �7 4 ' t �� Ej . ♦ 4 I �II r 1 EWA FC - 1 IDE 01 6 C O Inn !WIINYNI 111! mINNNIII J11111111111111111 ".1 1" IN ATTIC SPACE. REMOVE EXISTING REFRIGERATOR. CAP AND EXISTING CONCEAL WATER GARAGE CONNECTION. w111NNmu■IIii III MINN / N 020 CLOSET 014A 1 r CW SUPPLY TO REFRIGERATOR. PRO SHUT -OFIf VALVE AND ECHANI SHOCK ABSORBER. C ECT T EX ING CHEN SIN S SL P LY. Q REMOVE EXISTING 30GAL. EWH. ADJUST PIPE AND FITTINGS FOR NEW WATER HEATER. 'CW AND i "HW TO NEW EWH. NEW EWH: A. 0. SMITH MODEL ij EES -66, 66 STORAGE CAPACITY, 4.5KW, 240V, 1PH. IMO 1 1 • ea arie 0 a ........... DINT 017 " /////�6G y p I fi _ 7WINNININNNN C A/C CLOSET 015 3/4" ■ f: RUN IN ATTIC SPACE. r I CONNECT TO EXISTING i" CW AND HW LINES SERVING THE REST OF THE HOUSE. STAG SOFFIT TO REMAIN. TO PATCH AND REPAIR REQUIRED. EXISTING IIVING ROOM 002 1,I1II,II 1111 EXISTING ENTRY y 001 iT EXIST. CLOSET 0088 EXIST. CLOSET 008A WALK —I N CLOSET 009 1/2" 007 003 - EXISTING BEDROOM 008 1 EXIST. LOS ET EXIST. CLOSET EXISTING BEDROOM 004 • 3/4 EXISTING BATHROOM 008 EXISTING BATHROOM 005 a EXIST. CLOSET 004A 1 /2" E • RELOCATED REFRIGERATOR. REPLACE EXISTING SINK WITH NEW. ADJUST PLUMBING ROUGH -IN AS REQUIRED FOR NEW INSTALLATION. NEW 1" WATER SERVICE. SEE SITE PLAN FOR CONT. 3" SAN SWER. SEE SITE PLAN FOR CONT. 10" X 24" FRENCH DRAIN. 2WAY GCO TERRACE 013 j BEDROOM 014 I n FAMILY ROOM 012 1 4 PLUMBING PLAN • Ir 1 / 4 " =1 '- MASTER BEDROOM I 011 3_ SAN 0 1 /8' /FT SLOPE. (6 FU) r // / Z ••• r.. v`k .:tip. MASTER ▪ R00w1 Wi a 3" I G ri 7 i '1/2' DOM. WATER LINES IN WALL TO BE RAN IN FURRING STRIP SPACE. SUPPLY WITH ANGLE STOP TO FIXTURE. (TYP) 3 WASTE STACK AND VENT THRU ROOF. OFF SET BELOW 11E -BEAM. COVER SECUR WITH SCREWS THREADED C.O. PLUG FIN. GRADE PAD FLUSH DW /FIN. CONCRETE EXTERIOR TYPE via] VTR COGG HB 12" ABOVE UPPERMOST DRAIN PAN SYMBOL AC UNIT DRAIN PAN • CD D4 P— FCD TYPICAL CLEANOUT DETAIL SLIP JOINT PLUMBING SYMBOL LEGEND WALL PLUG DESCRIPTION SANITARY LINE VENT LINE SAFEWASTE LINE CONDENSATE LINE GATE VALVE COLD WATER LINE HOT WATER LINE PLUMBING FIXTURE DESIGNATION FLUSH CLEAN OUT FLOOR PENETRATION AIR CHAMBER WALL CLEANOUT VENT THRU ROOF CLEANOUT ON GRADE HOSE BIBB TYPICAL CONDENSATE DRAIN TRAP NO SCALE FACE OF WALL PERFORATE CAP CONDENSATE — ., 1/4 RISER STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. J NO. P -1 P -2 P -3 P -4 DESCRIPTION WATER CLOSET LAVATORY SHOWER KITCHEN SINK * PROVIDE AN11 -SCALD VALVE. 1. A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests, Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. E. ALL HORIZONTAL SANITARY PIPING shall slope at 1/8 inch per foot minimum for 3" and larger and at 1/4" slope for 2 pipes and smaller. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by owner and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. Fixtures and faucets shall comply with the SFBC Water saving standards. 4. MATERIALS: A. PIPING: a. Soil, waste and vent: Sanitary pipe, PVC, DWV, Schedule 40. b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" in concealed spaces is acceptable. Isolate piping from concrete with insulating material, c. Condensate drain: DWC PVC. d. Domestic water supply assembly. Chrome finish tubing with angle shut off valves. e. Insulation: Insulate all HW and HWR lines with 1" fiberglass insulation jackets and self sealing flaps. 5. ALL AUTOMATIC ELECTRIC water heaters shall meet the standards of the latest energy efficiency code. 6. PIPING TEST AND DISINFECTIONS: A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 7. VALVES: Domestic water valves shall be of bronze body, sweat ends. 8. HOSE BIBBS: Shall be 3/4 inch. rough brass construction with shut off valve and vacuum breaker. 9. ALL OUTDOORS FLOOR clean outs shall be terminated up to grade and shall be marked. 10. CONTRACTOR SHALL COORDINATE exact location of sanitary, and domestic water piping before starting any work. Notify Architect /Engineer of any deviations from design drawings. 10. CONTRACTOR SHALL saw cut or core drill existing floors and walls to install new plumbing work. Patch all openings to match existing. PLUMBING FIXTURE CONNECTION SCHEDULE F.U. 4 2 2 GENERAL PLUMBING NOTES: DRAIN 3 1 1/4' 2' 1 1/2" WATER COLD HOT 1/2 1/2° 1/2° 1/2' 1/2' 1/2' 1/2' JUIJO VIDAL P.E. Mechanical Engineer State of Florida -- Licem'e No. 52792 OFC. (305) 480 2361 Date:y The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in port without written permission from Insight Design, Inc. REMARKS FLUSH TANK, 1.6 GPF PROVIDE 2.0 GPM FAUCET PROVIDE 2.5 GPM FAUCET PROVIDE ANTI -SCALD VALVE. PROVIDE 2.5 GPM FAUCET w N insight design z W z Q —J 0 0 z 2 J L1. • • • • • • • • • •. 0 b� • -4 w ci) 1— bJ • 0 w • U O � o � M kn o o tr) (n O O 0 4 cv 0 • M o Q • • • • PROJECT NO: 0216 -00 DRAWN BY: RLP DATE: JUNE 14, 2002 SCALE: 1/4"=1'-0" SHEET NO: P -1 • RELOCATED REFRIGERATOR. REPLACE EXISTING SINK WITH NEW. ADJUST PLUMBING ROUGH -IN AS REQUIRED FOR NEW INSTALLATION. NEW 1" WATER SERVICE. SEE SITE PLAN FOR CONT. i, 1=U HIIIir■ H I itagh SW! 40 •f 0 A_ - VA �r AIM IMM MM INIH'INYm NMI 1 I L r �inq■11 . e MO 4 t 4: l # 111111111111 IMAM 7 ! - I i" CW SUPPLY TO EFRIGERAA' PROV SHUT -OF, VALVE AND MECHANI SHOCK ABSORBR. 7, CONNECT TQq l EXISTING 1TCHEN SINK'S W* S UPPLY. CL. .YIIIUI IIIIIIIMNIII: CL 0 f mem A/C CL. 0 FC -1 l I RUN IN ATTIC SPACE. i I, RUN UNDERGROUND. 2 • CONNECT TO EXISTING i" CW AND HW LINES SERVING THE REST OF THE HOUSE. EXISTING LIVING ROOM II 7Tr 9 W.I.C. 1�I M •B Par I EXISTING BATHROOMS TO REMAIN. a 4' —1 /2• 1 1■ EXISTING BATHROOMS TO REMAIN. rTh 3" SAN SWER. SEE SITE PLAN FOR CONT. 10" X 24' FRENCH DRAIN. 7 EXISTING BATHROOM TO REMAIN 2WAY GCO 1" IN ATTIC SPACE. REMOVE EXISTING REFRIGERATOR. CAP AND CONCEAL WATER CONNECTION. EXISTING GARAGE BEDROOM #3 REMOVE EXISTING 30GAL. EWH. ADJUST PIPE AND FITTINGS FOR NEW WATER HEATER. CW AND " HW TO NEW EWH. NEW EWH: A. 0. SMITH MODEL # EES -66, 66 STORAGE CAPACITY, 4.5KW, 240V, 1 PH. FAMILY ROOM PLUMBING PLAN 0 / 1 L 1/4"--V- r /4 " -- V - r MASTER BEDROOM 1/2" EXISTING BEDROOM #2 EXISTING BEDROOM #1 3" SAN © 1 /8 " /FT SLOPE. (6 FU) 3/ \STER , - p ROOM 3" 2 P - 2 9 1/2' DOM. WATER LINES IN WALL TO BE RAN IN FURRING STRIP SPACE. 3" WASTE STACK AND VENT THRU ROOF. OFF SET BELOW TIE -BEAM. • • •• • • • • • ••• • • • 0 • U U • • ••0 O0 •0 u U 0 0 0 i" SUPPLY WITH ANGLE STOP TO FIXTURE. (TYP) COVER SECURED WITH SCREWS THREADED C.O. PLUG FIN. GRADE 4 X 6" DIA. CONCRETE PAD FLUSH W /FIN. GRADE SYMBOL CD C4 P- FC❑ Il WC❑ VTR CC= HB EXTERIOR TYPE 12" ABOVE UPPERMOST DRAIN PAN AC UNIT DRAIN PAN TYPICAL CLEANOUT DETAIL SLIP JOINT • r PLUMBING SYMBOL LEGEND TYPICAL CONDENSATE DRAIN TRAP NO SCALE 1 11 1 1 1 WALL 1 PLUG —% _T= DESCRIPTI ❑N SANITARY LINE VENT LINE SAFEWASTE LINE CONDENSATE LINE GATE VALVE COLD WATER LINE HOT WATER LINE PLUMBING FIXTURE DESIGNATION FLUSH CLEAN OUT FLOOR PENETRATION AIR CHAMBER WALL CLEANOUT VENT THRU ROOF CLEANOUT ON GRADE HOSE BIBB FACE OF WALL PERFORATE CAP CONDENSATE - RISER STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. NO. P -1 P -2 DESCRIPTION WATER CLOSET LAVATORY P -3 P -4 SHOWER KITCHEN SINK • PROVIDE ANT1 -SCALD VALVE. 1. A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. E. ALL HORIZONTAL SANITARY PIPING shall slope at 1/8 inch per foot minimum for 3" and larger and at 1/4" slope for 2 pipes and smaller. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by"owner and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. Fixtures and faucets shall comply with the SFBC Water saving standards. 4. MATERIALS: A. PIPING: a. Soil, waste and vent: Sanitary pipe, PVC, DWV, Schedule 40. . b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" in concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Condensate drain: DWC PVC. d. Domestic water supply assembly. Chrome finish tubing with angle shut off valves. e. Insulation: Insulate all HW and HWR lines with 1" fiberglass insulation jackets and self sealing flaps. 5. ALL AUTOMATIC ELECTRIC water heaters shall meet the standards of the latest energy efficiency code. 6. PIPING TEST AND DISINFECT1ONS: A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is c,Oncealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 7. VALVES: Domestic water valves shall be of bronze body, sweat ends. 8. HOSE BIBBS: Shall be 3/4 inch. rough brass construction with shut off valve and vacuum breaker. 9. ALL OUTDOORS FLOOR clean outs shall be terminated up to grade and shall be marked. 10. CONTRACTOR SHALL COORDINATE exact location of sanitary, and domestic water piping before starting any work. Notify Ayhitect /Engineer of any deviations from design drawings. 10. CONTRACTOR SHALL saw cut or core drill existing floors and walls to install new plumbing work. Patch all openings to match existing. FLUMBING FIXTURE CONNECTION SCHEDULE F.U. DRAIN 4 2 2 GENERAL PLUMBING NOTES: 3" 1 1 /4" 2' 1 1/2' COLD 1/2" 1/2" 1/2" 1/2" WATER HOT 1/ 2' 1/2' 1/2" REMARKS FLUSH TANK, 1.6 GPF PROVIDE 2.0 GPM FAUCET PROVIDE 2.5 GPM FAUCET PROVIDE ANT1 -SCALD VALVE. PROVIDE 2.5 GPM FAUCET JULIO VIDAL P.E. Mechanical Engineer State of Florido - License No. 52792 OFC. (3Q) 4p0 -9361 Date: The Drawings and Designs on this sheet are the sole property of Insight Design, Inc. and may not be reproduced in whole or in part without written pormission from Insight Design, Inc. insight design fll Z 0 (1) z -J CL z 2 cn .. • •• J • • , • • • •• • •" , 0 `AN) Ce • i■O W CA r: -4-4w VJ .� w ▪ r..� 0 W • r•1 ce