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1160 NE 102 St (12)
420 coo tea 4 4."z: Z2:55 '" X53 lb" . G`:4 _. - 1(0'9 iSst c x, G #G`` 02 `q ISi .2o156 /5'/a" () OTL Lu aiocl - _ 6o " 102, ' -- 4 ' �i �4 ag Cl/4e%; t c� G 5,62:5 371 LciS Kr . 842. tt 210 13,©4. (L6 kBtott- "4, 1 S6 aft,0 SC, 1a /73 = 7A)L/L F 4. 00 6.000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP ; STEP 4 STEP 5 STEP Q Fs-- 2.000 TYPICAL WINDOW FRAME MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT MULL ON ALTERN'ATE TO CLIPS TO FLOAT INSIDE MULLIONS TO BE USED AT HEAD, SILL CLIP FOR MAT. 6063 -T5 1 X 2 1 X 3 1 X 4 TUBES • CLIPS ANGLES (NO SIDE FASTENERS REQD.) AND JAMB CONDITIONS CLIP FOR 2 X 4 MAT. 6063 -T5 2 X 6 TUBES PRODUCT RENEWED ACCEPTANCE No. Q 9' 0102.. I 0 EXPIRATION DATE 1I i .A.M i C - 2oeZ By UCT CONTROL DTVIS BU . NG ODE COMPLIANCE ICE RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC,) 3. ANY CONDfTIONS NOT COVERED IN THIS SUBMfTTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4, ALL MUWONS TO BE ALLOY 6063 -T5. APPROVED AS COMPLYING 1V;TH THE SOUTH FLORIDA BUILDING CODE : XlA I9a _�iG�t440 I9 DAT BY PRODUCTLC3NTROl DIV'S ON BUILDING CODE COMPL,ANCE OFFICE ACCEPTANCE NO. - I2 ..2 c ENGINEER: HUMAYOUN FAR000 PE f 16557 2 5199 0 9i c 0 . v c 0 0 u N v [ draw ng no. M95-15F1 sheet 1 of 3 j 6.000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 2 STEP 3 STEP 4 STEP 0 Fes--- 2.000 — '1 TYPICAL WINDOW FRAME USING GRAPHS ON SHEET 2 SELECT MULUON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 2.000 3.000 — MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. 2.250 L125 STEP 0 I MUL :.SON ALTERt`'ATE TO CLIPS TO FLOAT INSIDE MULLIONS TO BE USED AT HEAD. SILL .094 1.219 CLIP FOR MAT. 6063 -T5 4.000 .750 3.000 1.000 1.125 --- 1 X 2 1 X 3 1 X 4 TUBES CLIPS ANGLES (NO SIDE FASTENERS REQD.) AND JAMB CONDITIONS CLIP FOR 2 X 4 ►MT. 6063 -T5 2 X 6 TUBES APPROVED AS COMPLYING 1V:1H THE SOUTH FLORIDA BUILDING CODE DATE I ARQ 19 BY PRODUCI'CONTROL DIV'S ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO.:1 =j PRODUCT RENEWED ACCEPTANCE No. 7 9-0102.-N O EXPIRATION DATE 1'AAMR/t -2oe 2 By UCT CONTROL DIVIS BV . JG •DE COMPLIANCE ICE RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR de WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. ENGINEER: HUMAYOUN FAR000 PE f 16557 2 5199 4-4 cj U c 0 01 •> 0 In 0 0 z 3 w z_ z Nn 1 r w U N r) u1 0 M 01 o! o ' (0 r) u) w — r c `0 h v draw ng no. I L M 9515 F J sheet 1 of 3 ) O 4 0 ea m C Irrrr • ANCHORS TYPE A.D. OR C MULLION LOAD CHART 1'x2',.1 /0' ALUn. TUOC .O •,C[l 01.11 8 3/ ;PC N S?' 3" MUL L 20 30 40 5 0 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT 0 v MULLION SPAN TRIBUTARY WIDTH = WI + W2 2 ' TYPICAL MULLION ARRANGEMENT$ MULLION LOAD CHART MUMMEMMOMWO MMUMMaaM■■■ 11\\\1■■■ ■W ■■ MWrar ■a ■MI■■ MMMW■ ■■■IN■■ MUMEM■ar■\\■ ■WMIII \■■■■■, a\1 ■ ■W■ ■ ■ ■ ■ ■► MMUMM \■r■■■ I.. ■■UMMWEa■■■ \■■M ■►1■► ■■■ ■..■.r,M`.■ ■M■■WER'►�■■■ M■NWSWEW■ ■ ■■ M■W■■■ICA■►M ■►O!M,a■■■■■■■ POW►r■WE■■■UE- 1' x3x1 /B ALUM. TUBE ,.0 lTCCI 0, .13 R 20 30 40 5 0 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C GLAZING PRODUCT c� GLAZING PRODUCT VERTICAL MULLION TRIBUTARY WIDTH = W + W2 2 z a 1 z 0 J J PA m a MULLION LOAD CHART ■OO■ MMWM MUM UMW MIME MEM a,■■\'■1AI■■■ U,M■■■W■ EMU MEMMWMIIM MEMO 1 1 " x1/ 0" ALUM. TWC , ' "aura■■■ THE wilimmu■m■ar■r■ mummomminsimmu mommillmommilm mmummummmum mmmommmilimmilmm mummummumplim mummum anum ■o■ ■\ mumnimm mmalmmomm ummomm '.■,■,■■ mmommumm mammumm 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAO CHART /E ANCHOFS TYPE A 1CCT•. -: I N 20 30 40 S0 60 70 80 TRIBUTARY WIOTH - INC1•£S m N !n m 0. m crs O a om J H 00 r N Om MULLION LOAD CHART 2'x1 "xl /B ALUM. TUBC , ,s'' ■1\\1■■M■Wr■O■■ ■\\■M■\■■■■■'■ ■EMMMa, ■EM ■IEa UMMM ■ ■\ MrE■■► MMMIOM■ ■,■■►\ ■■ UNIMMEMMWEMWEM MINIMEMMMIEMMWW ■M■►\■►\aarM■■► ■W■WM■II■■ME■■ MEMMINMWWWWWINIM MMAIMI NI■►a■■WM M■\O■■EM■►■■■■ IIaM,M■►a■►O■■ MMENUMMEMMWMM MILUM►■■■■,■■■ WWWINOWNIMMOMM MMEWMMWSIMEMWE WHOM A ■ ■\M ■ ■■ 20 30 4 SD 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART l,1„"„■■' ANC►QRS TYPE B MMUMMEM ■L AMMWMOMINI■■■■ \IMMIMMUM U ■ ■ ■■ UMMMIMMEMMIOMM MMLIMMWERIMEMMIN ,,,,1„� M UWMMEMOMMEIMM ,"IMMI►"■"■.■ MOMOMMERINMEINE IMONNI■ \■M\:.■■ MEMMEMENEWMO MEWMMOMMINMWM IIMMOMMONSIMEM ■■■....•■•■- MMEMMBLIIMEMOM ■a■■■\MMOMEW ■■■■■■►RMSRM ■r■■■■ CNN EXPIRATION DATE P BULL DUCT CONTROL DM CODE COMJ'LIANC FTCE FOR ANCHORS DESCRIPTION ea N N 1 m MULLION LOAD CHART '1'■„■„■■, aa■■ numommu■►m■■■ mmuma\'1'_1leMmom mummummmummim MMIMMUMEMEWINI mmummiammammu ■■\\ ■ ■ ■m■ti ■■■` ■mum■om■,■ ■■ nwimmummimmumm mommamommumwm raE■OIaMINsE■■W ■„■...■M■"■■ a■.,■,."."■ ■■„■,■,.UM,M■' ■■■,■,■,. ■NU■ Mara.■ `ra,■'` ■■■■WSIMMSI■WM■ ■ ■ ■ ■ ■■Ot WOM ■ 2 x6 - x1 /8' ALUM. TUOC Tr0 •1CC1 01 .1t 20 30 40 50 60 70 80 TRIBUTARY WIOTH - INCHES ANCHOR LOAD CHART mmunionammamm m"`. ■-„■,,.a■ MAIMMEOMWMEMEIM mainummammum mmmummasumms mmanimmummam malummummems mommanummomm mimmummaimmq mummommmmk ■ ■■■\,maimmis: MMERWWWWIMME MMEMMEMEMMWM ■■■■■■OOMMOr ■■■■■■N►►IR iuuiiiiuii; " .RT• 20 30 40 S0 60 70 8D 20 30 40 S0 600 TRIBUTARY WIDTH - INCHES TRIBUTARY WICTH - PRODUCT RENEWED ACCEPTANCE No. 79 - 0 /01-1D APPROVED AS COMPLYING W rH TIIF SOUTH FLORIDA BUILDING CODE 917 DAT . R BY _ PRODUCT •NTROL DIVISION 6 BUILDiN1; CODE COMPLIANCE OFFICE TcctPrancf NO. _R(__J7/1 .63 SEE SHEET 3 OF 3, 70 INC► -ES 80 ENGINEER: HUMAYOUN FAR000 PE 16557 2 51996 0 2 z i 0 ,_ W J 0 0 o a o U w ,`1 O o 0 0 m oc4 v � w � 1 U Z N� r 7 W - - �� < > y 0 u 1 1 c i C drawin no. M95 -15F sheet 2 of 3 Affil[ 5 PART • RBQD. DESCRIPTION MATBRUL 1 SW -019 1 FRAME HEAD 8083 —T5 2 SW -019 1 FRAME SILL 6063 —T5 3 SWxxx21 1 INSERT TRACK 6083 —T5 4 SW -018 AS RQD GLAZING BEAD 8083 —T5 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 8083 —T5 8 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 8083 —T5 10 SW40111 1 FIXED MEETING RAIL 8063 —T5 11 SW —AS AS RQD ASSEMBLY SCREWS # 8X1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 8083 —T5 13 SW -018 1 MOVING SIDE RAIL 8083 —T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -887 AS RQD LATCH ZINC 18 SW —S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 —T5 18 SW -014 1 JAMB TO FIXED PANEL 8083 —T5 JAMB TO FIXED PANEL SW -014 6063 —T5 0.394 0.395 0.750 GLAZING STOP SW -018 6083 —T5 1.437 L �-- 2.077 ----I FRAME JAMB TO MOVING PANEL SW -013 8063 —T5 2.750 2.00 FRAME HEAD AND SILL SW -019 8063 —T5 1.750 1 ,50 2.12 —1 0.812 1.250 FIXED MEETING RAIL SW -40111 6063 —T5 1 .4 0.592 1 1.000 0.050 1 --I 0.810 r SLIDER TOP AND BOTTOM RAIL SW -012 6063 —T5 1,0000 1--- MOVING SIDE RAIL SW -016 6063 —T5 h-- 1.625 ---I 1.875 — 0.812E 0.050 MOVING MEETING RAIL SW -017 6083 —T5 INSERT TRACK SW —xxx21 6063 — T5 SILL RISER SW-40771 6063 —T5 MATERIAL L LST APPROVED AS COMPLYING WITH THE SCUTH FLORIDA BUILDING CODE DATc BY TRO PRODU BUILDING CODE ACCEPTANCE NO L DIVIS.ON i 9 COMPLIANCE OFFICE QCt —otc? it SI FRANCISCO HERNANDEZ FLORIDA PE 11 51393 Sunshine Windows uanufacturing, Inc. 1745 W. 33171 PIoc, Hlol.ah, Florida 33012 Ph: (305)354 -0852 Fax:(305)628 -5118 Drown By: JN Dote: 3 -4 -99 Score: 1 /2 =1 Revision: Revision: DRAWING NO. HS99 -02 SHEET 30F3 GLAZING METHOD: 4 ATTACHMENT TO MASONRY VERTICAL SECTION USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3/16' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) • 3/16' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) • • .; 4 VERTICAL SECTION WITH SILL RISER 0 3/16" SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. • • ; /16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. :PACING REFER TO SHEET 1.) : / ATTACHMENT TO WOOD DETAIL :u 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. HORIZONT AT T. SECTION APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT€ (A — o I 95 BY PRODUC 'TROL DIVIS.GN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C -0 "Lo t- I► 1/4" MAX. SHIM SPACE 18 (2) WEEP HOLES p • • T1 ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAII. 3/15" TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploaa Hlalsal% Florlda 33012 Ph: (305)384 -9952 Fax:(305)528 -5119 Dra wn B JN Date: 3 -4 -99 Scats: 1 /2 " = " Revision: Revision: DRAWING NO. HS99 -02 SHEET to T 21 1/2' I MAX. I 1 l I / �1 / 'I it 11 1I -+ r 11 11 II II I I II I I II II r-• -4. ti - I I 1 I II II I I II II II I 0 owl 6' MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) BASED ON FTL -1084 DATED 12 -22 -94 TEST SIZE= 74" X 63" (XO) TEST LOA EXTERIOR PRESSURE +104.0 PSF INTERIOR PRESSURE -104.0 PSF DESIGN LOADS= EXTERIOR PRESSURE +68.20 PSF INTERIOR PRESSURE -69.33 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= 3/16" ANNEALED 20 1 /2" MAX. -j NOTES: 1.- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2' NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. MIAMI IMPACT RESISTANT SHUTTERS REQUIRED FALSE MUNTINS (SURFACE APPLIED) MAY BE USED A ?P:C:ED AS COMPLYING W TH THE S0 18 FLORIDA BUILDING CODE DT BY PRODUCT CONTROL OIViSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C\ Ct - n/ - 02 - . 11 _ WW1 3 -20 -�� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah. Florida 33012 Ph: (305)384-gm Fax:(305)828 -5118 Drawn p JN Date: 3 -4 -99 k 1/2"=1' Revision: Reviolon: DRAWING NO. HS99 -02 SHEET 1 OF 3 WINDOW HEIGHT • COMPARATIVE ANALYSIS CHART - SERIFS -1660 ALUMINUM HORIZONTAL SLIDING WINDOW (ZO) DESIGN LOAD CAPACITY -PSIS WINDOW DIMENSION ANCHORS 3/16" ANNEALED GLASS 1/4" ANNEALED GLASS 1 3/4" SILL 21/2" SILL - ' 13/4" SILL 2 1/2" SILL HEAD & SILL EXT. INT. EXT. INT. EXT. INT. EXT. INT. WIDTH HEIGHT MZIS U VUNVJ S 28 1/2" 37" 53 1/8" 74" 25' 3 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 5 55.3 145.4 70.0 145.4 55.3 160.0 70.0 160.0 28 1/2" 37" 53 1/8' 74" 38 3/8' 3 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 132.2 70.0 132.2 55.3 160.0 70.0 160.0 5 55.3 91.9 70.0 91.9 55.3 126.5 70.0 126.5 37" 53 1/8" 74" 50 5/8" 3 4 55.3 146.5 70.0 146.5 55.3 160.0 70.0 160.0 4 55.3 96.9 70.0 96.9 55.3 119.1 70.0 119.1 5 55.3 67.4 67.4 67.4 55.3 90.5 70.0 90.5 37" 53 1/8' 74" 83' 3 5 55.3 115.4 70.0 115.4 55.3 129.3 70.0 129.3 4 55.3 76.3 70.0 76.3 55.3 92.5 70.0 92.5 5 53.1 53.1 53.1 53.1 55.3 69.3 68.2 69.3 24" 38" 48" 80' 72' 24" 2 2 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 5 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 24" 38" 48" 80" 72' 38' 2 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 159.4 70.0 159.4 55.3 160.0 70.0 160.0 4 55.3 124.3 70.0 124.3 55.3 141.4 70.0 141.4 5 55.3 101.9 70.0 101.9 55.3 137.1 70.0 137.1 38' 48" 80" 72" 48' 3 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 115.2 70.0 115.2 55.3 138.5 70.0 138.5 4 55.3 89.8 70.0 - 89.8 55.3 114.5 70.0 114.5 5 55.3 73.6 70.0 73.6 55.3 98.9 70.0 98.9 38', 48" 80" -7.,- 80" 3 ' 5 55.3 125.6 70.0 125.6 55.3 140.0 70.0 140.0 4 - 55.3 90.2 70.0 90.2 55.3 107.2 70.0 107.2 4 55.3 70.3 70.0 70.3 55.3 87.9 70.0 87.9 S 55.3 57.6 57.6 57.6 55.3 75.2 70.0 75.2 to T 21 1/2' I MAX. I 1 l I / �1 / 'I it 11 1I -+ r 11 11 II II I I II I I II II r-• -4. ti - I I 1 I II II I I II II II I 0 owl 6' MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) BASED ON FTL -1084 DATED 12 -22 -94 TEST SIZE= 74" X 63" (XO) TEST LOA EXTERIOR PRESSURE +104.0 PSF INTERIOR PRESSURE -104.0 PSF DESIGN LOADS= EXTERIOR PRESSURE +68.20 PSF INTERIOR PRESSURE -69.33 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= 3/16" ANNEALED 20 1 /2" MAX. -j NOTES: 1.- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2' NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. MIAMI IMPACT RESISTANT SHUTTERS REQUIRED FALSE MUNTINS (SURFACE APPLIED) MAY BE USED A ?P:C:ED AS COMPLYING W TH THE S0 18 FLORIDA BUILDING CODE DT BY PRODUCT CONTROL OIViSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C\ Ct - n/ - 02 - . 11 _ WW1 3 -20 -�� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah. Florida 33012 Ph: (305)384-gm Fax:(305)828 -5118 Drawn p JN Date: 3 -4 -99 k 1/2"=1' Revision: Reviolon: DRAWING NO. HS99 -02 SHEET 1 OF 3 WINDOW HEIGHT ! ` _ r • FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS (O...Onv x I(cti.cw.v K `( ANCHOR TYPE (w) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3' - 7" (SEE NOTE 1) SPANS UP TO 5' - 3" (SEE NOTE 1) SPANS UP TO 8' -S" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5•-3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 3 CONNECTION TYPE 1 2 3 ANCHOR TYPE : id11111111111111111H1111111111111> 114 - 0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 48 12.5 12.5 12.5 12.5 12.5 12.5 12.S 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 S 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 S 9 12.5 5 9 Igr 1011111M 1/4 ELCO MALE/ FEMALE - PANELMATE w/ 1 - 3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 . 12.512.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 %' 4 12.5 11 10 12.5 4 7 10 3 5 230 10 V/ 4 10 .0 4 10 j / 4 10 3 5 10 3 5 10 3 5 til, 1/470 POWERS CALK w/ 7/8" EMBEOMENT & 1/1.-20 STAINLESS STEEL MACHINE SCREW AN 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 125 12.5 9 9 12.5 6 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6 25 6.25 6 25 6.25 6.25 6.25 6.25 6.25 6.25 1 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4"• POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.Z5 6.25 6.25 6.25 6.25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 1. 6 6.25 3 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 3 5 6.25 3 6 25 6.25 3 6 25 6.25 3 6.25 Wd111111111111111111111111111P> 1/4 "0 I TW TAPCON w/ 1 -1/4" MIN. EMBEDMENT 48 12.5 12.5 10 12.5 12.5 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12 12 8 12 7 5 7 V 3 12.5 12.5 12 12.5 9 8 9 3 5 72 12.5 12.5 7 10 4 4 6.Z5.2 3 12.5 12.5 10 12.5 5 7 8 7 4 92 11 7 5 8 3 6.25 f 3 12.5 8 8 10 3 5 7 � 4 230 6.25 3 6.25 3 6.25 /, 3 7 4 7 . 4 7 f 4 OOMEtinlema 14. q140111=1111D. 1/4 - 0 ELCO MALE/ FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 11.5 12.5 12.5 12 9 12 3 5 12.5 12.S 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 4 12.5 11 10 12.5 4 7 10 3 5 230 , 10 4 10 / 4 10 / 4 10 3 5 10 3 5 10 3 5 �Ir V ( 1/4 POWERS CALK w/ EMBEDMENT t 1/4 - 24 - z 0 STAINLESS STEEL MACHINE SCREW -IN 48 i 12.5 12.5 12.5 12.5 12.5 10 12.5 5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 12.5 12.5 12.5 12.5 11 11.5 4 7 72 12.5 12.5 9 12.5 6 6 9 // /' 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 17.510 7 11 3 5 9 /// 4 12.5 12 11 12.5 4 8 11 3 6 230 / / 9 4 9 j 4 9 / 4 11 3 6 11 3 6 11 3 6 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 0 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25V 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 1/4-• ZAMAC W/ 1_1 EMBEDMENT POWERS NAIL - IN /8 MIN. 62 6.25 6.25 6.25 6.25 5 6 6.25 i 4 6.25 6.25 6.25 6.25 6 6.25 6.25 5 72 6 6 6.25 6.25 3 5 6.25 / 4 6.25 6.25 6.25 6.25 3 6 6.25 / 5 230 6.25V/ 4 6.257 4 6.254 / 4 6.25 j 5 6.257/ 5 6.25,/ f` 5 F ASTENER ANCHOR SCHEDULE DESIGN LOADS AND SPANS M AXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS (O...Onv x I(cti.cw.v K `( drawing n0. 99 -230 MIN. 3/4" EDGE DISTANCE 40.0 8 -5 LOAD 50.0 8 -5 8 -5 ■ 60.0 8 - 4 (W) SPANS UP TO SPANS UP TO SPANS UP TO 80.0 7 -3 7 -3 3' -7" 5•-3" 8' - 5" 100.0 6 -2 P SF NOTE 1) NOTE 1) NOTE 1) 120.0' • ANCHOR TYPE MAX. (SEE (SEE (SEE CONNECTION CONNECTION CONNECTION 156.0 4 -1 (SEE 160.0 3 -10 NOTE TYPE TYPE TYPE 180.0 3 -5 1) 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 1 2 3 1 2 3 1 2 3 48 11 11 11 11 11 11 11 11 7 1 Il,11111111W> 62 11 11 11 11 11 9 . 11 8 5 1/4 "0 W000 LAG w/ 72 11 11 11 11 11 7 11 6 4 1 -3/4" MIN. THREAD 92 11 11 9 11 9 6 11 6 4 P P ARALL E L I O R P ERP TO WOOD GRAIN 230 11 6 4 11 6 4 11 6 1. 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 kW 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 S/16 0.0. BRASS 72 6.25 6.25 6.25 6.25 6 6 6.25 4 W000 BUSHING W/ 92 6.25 6.25 6.25 6.25 3 5 6.25 4 1/4 - 20 SIOEWALK BOLT (3 /4 - e HEAD' W/ / ' 1" MIN. EMBEDMENT 230 6.25, 4 6.25 j 4 6.25 4 V.J. KNEZEV PROFfSSION*L FL LIco• s - PE 0 1 ' 4 ■ U' 0 ' x'44 NEGATIVE DESIGN LOAD W (PSF) [ Or..„ by (O...Onv x I(cti.cw.v K `( drawing n0. 99 -230 shoot 4 of 4 08/05/99 12:33 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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. WOOD FRAMING CONDITIONS. VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIOE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS 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 MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT APPROVED AS COMPLYING WITH THE SOUTH AFLORIDA,BUILDING CODE 1 BY PRODUCT C0 TROL DIV:S:ON BUILDING CODE COMPLIANCgE OFFICE ACCEPTANCE NO 11 lb-of e 0 ott w too N cr j o c° Oz Q u o )' � QJ § � ow zog �Z ^ O 0 U _ � Q. 4 ra • STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS @ 6 -1/4" 0.C. OR OIRECT MOUNTS WITH ANCHORS (nl 6 -1/4" 0.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @ 6 - 1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (Ol 6 -1/4" 0.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 ■ 60.0 8 - 4 8 -4 " 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 -10 6 -10 100.0 6 -2 6 -6 110.0 • 5 - 7 ' 6 - 2 120.0' • 5 -2 5 -11 1300 4 - 9 5 - 8 140.0 4 -5 5 -6 156.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 - 7 4 - 11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 08/05/99 12:33 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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. WOOD FRAMING CONDITIONS. VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIOE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS 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 MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT APPROVED AS COMPLYING WITH THE SOUTH AFLORIDA,BUILDING CODE 1 BY PRODUCT C0 TROL DIV:S:ON BUILDING CODE COMPLIANCgE OFFICE ACCEPTANCE NO 11 lb-of e 0 ott w too N cr j o c° Oz Q u o )' � QJ § � ow zog �Z ^ O 0 U _ � Q. 4 ra • MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAO(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN BOLTS ALL CONDITIONS 40.0 3•-0•' 2 -1/4 3 1-1/1.. 4•-0" 2 -1/4 3 1 -1/4 5•-0•• 2 -1/4 3 1 -3/8 6•-0" 2 -1/4 3 1 -1/2 7• -0•' 2 -1/4 3 1 -5/8 8•-5" 2 -1/4 3 2 -1/8 50.0 3'-0" 2 -1/4 3 1 -1/4 4•-0•' 2 -1/4 3 1 - 1/4 5•-0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0•• 2 -1/4 3 1 - 3/4 8• -5'• 2 -3/8 3 2 -3/8 60.0 3•-0" 2 -1/4 3 1 -1/4 4' - 0" 2 -1/4 3 1 -1/4 5' - 0" 2 - 1/4 3 1 - 3/8 6•-0'• 2 -1/4 3 1 - 5/8 7' - 0" 2 - 1/4 3 1 - 7/8 8' - 4" 2 -5/8 3 . 2 -5/8 70.0 3 -0 2-1/4 3 1 - 5/8 4• - 0' • ' 2 - 1 /1. 3 1 - 1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2_1/4 3 1-5/8 7 '-0' • 2 -1/4 3 - 2 7' -9" • 2 -1/2 3 2 -1/2 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 08/05/99 12:32 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F^ TRACK BUILD -OUT EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE SCHEDULE. REFERENCE CONNECTION •TYPE 1 • CONNECTION' TYPE 1 • MOUNT SECTION SCALE : 3" 1' -0" ALUM OR GALV STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1. 1/4 -20 MACHINE BOLT & NUT (A 12" O.C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. O 1/4 -20 MACHINE BOLT & WINGNUT (@ 6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W FRAMING CONNECTION TYPE I '111.40LIBMI. , N 0 0 0 SEE MIN. EPARATION FROM GLASS SCHEOULE (TABLE 21 •U „' q,NT AMR t 1/4 -20 MACHINE 80L WINGNUT (B 6 -1/4” O.C. ALUM. OR GALV. STEEL SPACERS AS REQ'O FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • © ALT. "P' TRACK CONNECTION J TO NEW STRUCTURE DETAIL SCALE : 3" • 1 ' -0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING A I W 0 W SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 SCALE : 3" • 1' - 0" FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •TIDE 1 • SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 NEW STRUCTURE DETAIL SCALE 3" • 1' -0" 1/4 - 20 MACHINE BOLT b WINGNUT Cal 6 - 1/4" O.C. O O "F TRACK CONNECTION TO' H EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT b WINGNUT (B 6 -1/4" O.C. IN s /e" STUCCO FINISH (LEG MAY BE REVERSED/ WIRE LATH MAY 8E USED AS TYPICAL REINFORCEMENT OVER LEG OF "F' TRACK "F" TRACK CONNECTION TO 1 -1/2^ INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N. T.S. PTIONAL HANDLE LOCATION • t EQ. 5. 0" • 3 • 1/4 • t• - 1 -1/2" ALUMNUM ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH AOJACENT PANEL ANO FASTEN WINGNUTS PROM THE INSIDE. (MAY OE 1 OR 2 PANELS WIDE) T A B 1 E 2 O" • 3" • 1/4" • 1• . 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUO W/ NUT 1/4••0 POWERS CALK -IN WI 7 /8" MIN. EMBED. IN CONC. 110 3" O.C. OR 1 /4 - 6 POWERS STEEL DROP.IN W/ r MIN. EMBED. IN CONCRETE iP 3" O.C. 1/4 -20 STUD 13 -1/2" A INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF ANO A MAX. PANEL LENGTH OF 11'-0'. 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" • 1• - EQ. .. 2" r 2 w .123 MIN. CONT. 3105 -M14 OR 606346 ALUMINUM ALLOY OR 11 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2" r 1.1/2" AL. STUD ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS MIDPOINT OF PANEL SPAN OR Sr O.C. MAX. ITYPI ALT. CORNER DETAIL L SCALE : 3 • 1' -0 APPROVED AS COMPLYING WITH TH SOUTH FLORI. BUI DING CODE OAT' ( , • PRODUCT C / TROL DIVISION Q BU:: D:NG CGDE COMPLIANCE U. r.c ACCEPTANCE NO. ( i "0 p. U Zz — -t) cow. WI- Q' 0 � 0 O° CQa <1 W z .a o U0 — z > 1= W J 16 W= Z 0 g e 5 11 • Z � g 7 zz Da Q` 0� 01 N 0 N e • ams swwommoii [ design by Vm Or..rlfQ no. 99 -230 sn.tot 3 o 4 1 1 viK ' .090 30" .469" m (TYP) "F" TRACK SCALE : HALF SIZE 1/4" MAX. 08 /05 /99 12:27 l 1250" COVERAGE O WINGNUT S CALE : HALF SIZE 7 W J W W Z nn EX 2 �.L V1 O to U. a '- 1 50" 11 EXISTING CONCRETE.MOLLOW BLOCK OR W000 FRAMING 5.00" -1/4•' (TYP 1 • PRODUCT MARKING LOCATION/ 1.50" 14.50" STORM PANEL SCALE : 3" • 1• -0' I 1 ' � WIOTH UNLIMITED SECTION C - � (pERP. To PANEL SPAN) USE 1" x 1•• • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 t TYPICAL ELEVATIONS (TYP EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 5 00" 3.500" PRODUCT MARKING (OPTIONAL LOCATION' +--- 16 GAGE GALV. STEEL GRADE 50 00" OPTIONAL LEG DIRECTION 10 STANDARD CHANNEL SCALE . HALF SIZE I STOP MOUNT 2 3 PLAN VIEW r TU8E. MAY BE USED WHERE REDUCED SEPARA TION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 3. AND PLAN VIEW & NOTE a SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 81 BOTTOM MOUNT 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNr OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "6" OR "U " HEADERS. BOTTOM MOUNTS SHALL BE '•F•• TRACK OR STUODEO ANGLES WITH STUDS CD 6 -1/4•' O.C. OR DIRECT MOUNTS WITH ANCHORS (ID 6 -1/4" O.C OVERLAP FASTENERS TYP ($EE NOTE • 8) S NGLE CLOSURE PIECE: 1 " MIN. TO 2" • 5" MAX. PASTENER 0 1r O.C. POR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSP AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSP. (SEE ANCHOR SCHEOULE POR ANY ACCE PTABLE ANCHOR) 16 GAG! GALV. STEEL O "h" HEADER SCALE : 3" • 1• -0" S.00" f . 16 GAGE GALV. STEEL GRAOE 50 ° OPTIONAL LEG OIRECTION 75' .75' 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" 14 GAGE GALV STEEL 5.00 MAX. CLOSURE SCALE . 3" • 1 -0" 1/4 -20 • 3 -1/2 BOLT WITH WASNEREO WINGNUTS CO 12 -1/2" 0.C. (TYP) •■, EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING O "h" HEADER SCALE : 3" • 1• -0" GALV. STEEL GRACIE 50 OR ALUM. f • MIN..085" KEYHOLE WASHER SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTIONS"... 2.000" .062" 0 250 1.987" 14 O r GA. STEEL TUBE SCALE 3" • 1' -0" TOP MOUNT 00 OR DIRECT MOUNT 1" • 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION PROM GLASS SCHEOUL!, SMF 3. ANO PLAN VIEW & NOTE 8 SHEET 1 O VERLAP FASTENERS (SEE PLAN VIEW t NOTE e) BOTTOM MOUNT l Qi Q OR o1REC T MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 3, BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (p 6 O.C. OR DIRECT MOUNTS WITH ANCHORS as 6-1/6" 0.C. 6 -1/4" (TYP •v PLAN VIEW SCALE: 1 -1/2" • 1• -O- use r • r • 16 0,11, STEEL TUBE WHERE APPLICABLE SE! NOTE 8 IL TYPICAL ELEVATIONS ITYP ) 0 2 000" .062" I t� • a TT`Y 61 1 1.813" 16 GAGE "U" HEADER ri GALV. STEEL SCALE : 3" • 1• -0" 1 - OVERLAP MIN. 12 14 GAGE GALV STEEL ANGLE CLOSURE PIECE .125" 6063 -T6 ALUMINUM 1 S" MAX. 1 Sa ANGLE O S CALE : 3" • 1' -0" 2" MIN. EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING trs FLORIDA STORM PANELS. INC. OPA LOCKA, R. DADE COUNTY PRODUCT CONTROL APPROVED 1 ANGLE 093" TYP. 1 2 ". 3 ". 4" OR 5" 1 O ANGLE O STUD " ANGLE S CALE : 3" • V -0" SCALE O. 3 • 1' - 0 " GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILOtNG CODE 1994 COITION FOR MIAMI -DADE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED POR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOAOS FOR APPROPRIATE BUILDINGS ANO DESIGN OTHER LOA05. STRUCTURES." TABLES SHALL BE REFERENCED AT 3. STORM PANELS SHALL BE 3003 -M14 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OP 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PROOUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS. S. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OP 60 K51. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS OICTATE. PANELS MAY 8E MOUNTED HORIZONTALLY WHERE APPLICABLE. 6. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 - 1/2" O C.I. AT MIOSPAN TO A 1" • Y . 16 GAGE STEEL TUBE USING 1/4 -20 • 3.1/2" BOLTS W/ OM CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION ®OR 01. PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT OVERLAPS 112 -1/21 0.C.), AT MIOSPAN W/ 1/4 -20 . r MACHINE BOLTS WITH DIE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS ®OR 0). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS t TUBE ARE NOT REQUIRED. - 9. THE DETAILS ANO SPECIPICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED POR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANC! WITH OAOE COUNTY PROTOCOLS PA 201.202. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORTS No. 95-036 AND Ne. 96 -009. ♦ 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OP THE SHUTTERS OR ON EACH PANEL ADVISING THE MOMS OWNER OR TENANT TH THE "STORM PANELS WILL NOT OPFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED " FASTENER 0 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 1" 0.C. POR 0851011 LoAOs GREATER THAN 100 PSP (5EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SCALE : 3" • 1' - 0" ft -093" TYP. 1/4" S.S. STUD 0 6 -1/4'• 0.C. 1.s0" 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUPACTURER'S REPRESENTA OP MATERIALS TO BE USED IN PRODUCT TESTING. APPROVED AS COMPLYING WITH THE SOUTH I ORIDA 8' ILDIP{G CODE T ` - 2.11 to BY PP.ODUCT CO... .. [ITS ON BUILD:1lG CODE COMIC :ANCE OFFICE ACCEPTANCE NC I - oltL - 2J nW zz O N 1() . OZ QP < § W ZUo rcZ u_ 'Ora a 0 • • i • w t x 3 N 0 COPYRIGHT 0 1999 KNEZEVICH & ASSOCIATES, INC. NERTiCAL OR HORIZONTAL) 0 e o 0 o p odu (VERTICAL OR HORIZONTAL) ' .090 30" .469" m (TYP) "F" TRACK SCALE : HALF SIZE 1/4" MAX. 08 /05 /99 12:27 l 1250" COVERAGE O WINGNUT S CALE : HALF SIZE 7 W J W W Z nn EX 2 �.L V1 O to U. a '- 1 50" 11 EXISTING CONCRETE.MOLLOW BLOCK OR W000 FRAMING 5.00" -1/4•' (TYP 1 • PRODUCT MARKING LOCATION/ 1.50" 14.50" STORM PANEL SCALE : 3" • 1• -0' I 1 ' � WIOTH UNLIMITED SECTION C - � (pERP. To PANEL SPAN) USE 1" x 1•• • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 t TYPICAL ELEVATIONS (TYP EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 5 00" 3.500" PRODUCT MARKING (OPTIONAL LOCATION' +--- 16 GAGE GALV. STEEL GRADE 50 00" OPTIONAL LEG DIRECTION 10 STANDARD CHANNEL SCALE . HALF SIZE I STOP MOUNT 2 3 PLAN VIEW r TU8E. MAY BE USED WHERE REDUCED SEPARA TION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 3. AND PLAN VIEW & NOTE a SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 81 BOTTOM MOUNT 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNr OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "6" OR "U " HEADERS. BOTTOM MOUNTS SHALL BE '•F•• TRACK OR STUODEO ANGLES WITH STUDS CD 6 -1/4•' O.C. OR DIRECT MOUNTS WITH ANCHORS (ID 6 -1/4" O.C OVERLAP FASTENERS TYP ($EE NOTE • 8) S NGLE CLOSURE PIECE: 1 " MIN. TO 2" • 5" MAX. PASTENER 0 1r O.C. POR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSP AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSP. (SEE ANCHOR SCHEOULE POR ANY ACCE PTABLE ANCHOR) 16 GAG! GALV. STEEL O "h" HEADER SCALE : 3" • 1• -0" S.00" f . 16 GAGE GALV. STEEL GRAOE 50 ° OPTIONAL LEG OIRECTION 75' .75' 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" 14 GAGE GALV STEEL 5.00 MAX. CLOSURE SCALE . 3" • 1 -0" 1/4 -20 • 3 -1/2 BOLT WITH WASNEREO WINGNUTS CO 12 -1/2" 0.C. (TYP) •■, EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING O "h" HEADER SCALE : 3" • 1• -0" GALV. STEEL GRACIE 50 OR ALUM. f • MIN..085" KEYHOLE WASHER SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTIONS"... 2.000" .062" 0 250 1.987" 14 O r GA. STEEL TUBE SCALE 3" • 1' -0" TOP MOUNT 00 OR DIRECT MOUNT 1" • 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION PROM GLASS SCHEOUL!, SMF 3. ANO PLAN VIEW & NOTE 8 SHEET 1 O VERLAP FASTENERS (SEE PLAN VIEW t NOTE e) BOTTOM MOUNT l Qi Q OR o1REC T MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 3, BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (p 6 O.C. OR DIRECT MOUNTS WITH ANCHORS as 6-1/6" 0.C. 6 -1/4" (TYP •v PLAN VIEW SCALE: 1 -1/2" • 1• -O- use r • r • 16 0,11, STEEL TUBE WHERE APPLICABLE SE! NOTE 8 IL TYPICAL ELEVATIONS ITYP ) 0 2 000" .062" I t� • a TT`Y 61 1 1.813" 16 GAGE "U" HEADER ri GALV. STEEL SCALE : 3" • 1• -0" 1 - OVERLAP MIN. 12 14 GAGE GALV STEEL ANGLE CLOSURE PIECE .125" 6063 -T6 ALUMINUM 1 S" MAX. 1 Sa ANGLE O S CALE : 3" • 1' -0" 2" MIN. EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING trs FLORIDA STORM PANELS. INC. OPA LOCKA, R. DADE COUNTY PRODUCT CONTROL APPROVED 1 ANGLE 093" TYP. 1 2 ". 3 ". 4" OR 5" 1 O ANGLE O STUD " ANGLE S CALE : 3" • V -0" SCALE O. 3 • 1' - 0 " GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILOtNG CODE 1994 COITION FOR MIAMI -DADE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED POR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOAOS FOR APPROPRIATE BUILDINGS ANO DESIGN OTHER LOA05. STRUCTURES." TABLES SHALL BE REFERENCED AT 3. STORM PANELS SHALL BE 3003 -M14 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OP 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PROOUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS. S. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OP 60 K51. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS OICTATE. PANELS MAY 8E MOUNTED HORIZONTALLY WHERE APPLICABLE. 6. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 - 1/2" O C.I. AT MIOSPAN TO A 1" • Y . 16 GAGE STEEL TUBE USING 1/4 -20 • 3.1/2" BOLTS W/ OM CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION ®OR 01. PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT OVERLAPS 112 -1/21 0.C.), AT MIOSPAN W/ 1/4 -20 . r MACHINE BOLTS WITH DIE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS ®OR 0). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS t TUBE ARE NOT REQUIRED. - 9. THE DETAILS ANO SPECIPICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED POR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANC! WITH OAOE COUNTY PROTOCOLS PA 201.202. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORTS No. 95-036 AND Ne. 96 -009. ♦ 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OP THE SHUTTERS OR ON EACH PANEL ADVISING THE MOMS OWNER OR TENANT TH THE "STORM PANELS WILL NOT OPFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED " FASTENER 0 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 1" 0.C. POR 0851011 LoAOs GREATER THAN 100 PSP (5EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SCALE : 3" • 1' - 0" ft -093" TYP. 1/4" S.S. STUD 0 6 -1/4'• 0.C. 1.s0" 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUPACTURER'S REPRESENTA OP MATERIALS TO BE USED IN PRODUCT TESTING. APPROVED AS COMPLYING WITH THE SOUTH I ORIDA 8' ILDIP{G CODE T ` - 2.11 to BY PP.ODUCT CO... .. [ITS ON BUILD:1lG CODE COMIC :ANCE OFFICE ACCEPTANCE NC I - oltL - 2J nW zz O N 1() . OZ QP < § W ZUo rcZ u_ 'Ora a 0 • • i • w t x 3 N 0 COPYRIGHT 0 1999 KNEZEVICH & ASSOCIATES, INC. NERTiCAL OR HORIZONTAL) 0/1/05 /99 12:37 SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2 GLASS OR DOOR GLASS OR DOOR F OLO - W OOD LLOW F RA BMING CK OR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE2 ANGLE TO WALL DETAIL x4 - OR 2 - x 4" • .125 AL. TUBE OR 2 • 6 P.T. WOOD W/ 1 /4 LAG SCREWS 12 O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE1 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING O WALL MOUNT SECTION A SCALE 3" • 1' - 0" SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) ®CONT M14 S.M.S. (ID 10•• O.C. 2 - 1 /4•'m • 4 - 1/2 - S.S. LAG SCREW 03 24•' O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. i Q PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS METED TO s 72 PSF. O WALL MOUNT SECTION (BOTTOM) SCALE : 3 • 1 1/4 MAX. t/4 - 20 MACHINE BOLT & WINGNUT (ja 6 -1/4'• O.C. t/4 -20 MACHINE BOLT L WINGNUT 3 6 -1/4 O.C. EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE (TYP I SEE MIN. 4 SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR ©CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE S• 0 EXISTING CONCRETE . -- HOLLOW BLOCK OR 3 WOOD FRAMING 1/4 -20 MACHINE BOLT i WINGNUT OD 6 -1/4" O.C. DOE 01ST FASTENER SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE3• --- EXISTING CONCRETE HOLLOW BLOCK OR / W000 FRAMING B O CEILING /INSIDE MOUNT SECTION SCALE . 3" • 1' -0" GLASS OR ODOR SEE MIN. SEPARA TION FROM GLASS SCHEOULE (TABLE 2) I fri SCALE : 3 Y -0" REMOVABLE FASTENER 0 6 -1/4" O.C. MAX.. BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION •1YPE 1 • . USE 114 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 ,/4 "0 ELCO MALE WITH WASHERED WINGNUT 6-1/4- O.C MAX.. BUT 00 NOT EXCEED NEOULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYP(1 • . O WALL MOUNT SECTION E (DIRECT MOUNT) 1/4" MAX. G nW zZ Q C 0 m O 3 z r. a • x • n • 3 ■ l sCaly AS NOTE") 43T0001 by design by crumbed Vy4 wax drawing no 99 -230 sheet 2 of EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EMBED I TYP.1 SEE MIN. SEPARATION GLASS SCHEDULE (TABLE 2) ■ GLASS OR DOOR ear OR 1" • 4" • .125" AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • FROM GLAS; SCHEDULE (TABLE 21 NOTE : USE OF THIS DETAIL IS UMITED TO =72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3' • 1'4) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • 11/2 FROM OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT & WINGNUT 0 12 O.C. TYP. TOP & BOTTOM © OR It /2" LOCATE "N HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • Type, • 0 N- 1/4 -20 MACHINE BOLT Q i WINGNUT (0 6 O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO s72 PSF © BUILD —OUT MOUNT SECTION SCALE ' 3" • M 0 THREE 1/4••m WOOD SCREWS W/ 2 MIN EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP, AT EACH JOIST. TRUSS OR RAFTER 0124" O.C. MAX.) 2 a WOOD JOIST. TRUSS OR RAFTER 012 SMS BETWEEN TRUSSES 0 10 O.C. MAX. MAX APPROVED AS COMPLYING WITH SOUTH ORIBA B ILOING CODE THE DA ' : PRODUCT CO DIV'S ON BUILDING CODE COMPL:A.' E OFFICE ACCEPTANCE NO. 1/4 MAX. C=1T1E R.4L_ 1∎10T S I . 'Ai FLOORS 4 WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2_ ALL REINF. STEEL TO CONFORM TO A.S.TM. 615 GRADE 40. 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK THIS PROJECT IS IN THE vICINTY OF PROJECTS THAT THIS FIRM HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AMID ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR INSPECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY 51-IEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE SAFTEY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. AND ESTABLISH LOT LINES. 1 . THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMt-- tRATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. MIN. 5' FENCE, WITH SELF- LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 7. 1 12" 12" 18" 1 •3 • 12 "O.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S. HYDROSTAT! VALVE 1 1/2" WELL POINT COPING TILE 2 -•3 CONT. ATER LINE WELL POINT DETAIL N.T.S. 4" TO 6" MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END L APPROVED FINISH 6" MIN. 26' a 4" CONC DECK W/ SLIP RESISTANT TOPPING (111/6 X 6 - WI.4 X W1.4 WWF ON COMPACTED FILL WITH -� ALL ORGANIC MATERIALS REMOVED ( SEE GENERAL, NOTES) SLOPE —x — x —x —x- 2" COVER (CENTER) 4" TOP 4 6" BOTTOM W/ •3 AT 12" O.C. EACH WAY. I � STEELTEX FORM, KRAFTBOARD OR EQUIV. 4 '3 AT 12" O.C. E W. BOTT. CENTERED 8 "X8" CONC. FT W/ 1 •5 CONT. TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0 ") N.T.S. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 32' 1:T MAXIMUM SLOPE WATER LINE IN SHALLOW END MAIN DRA IN\ 6' LONGITUDINAL FOOL SECTION N.T.S. GRATE TO BE FASTENED WITH SCREWS. ROCK BED AUTOPILOT WITH TIC TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER 48" MIN. I an MI� 2 \root co D.— DECK (2) I 100 WATT LIGHT WI LOW WATER CUT OFF DEVICE (2) JUNCT. BOX 1" NON - CORROSIVE COND. PO f POOL EQUIPMENT ANCHORING PO e SPST TOGGLE SWITCH SKIMMER PUMP FRAME, FILTER TANK MOUNT 1/4" x 1 1/2" LAG SCREWS. REINFORCED CONC. SLAB II =III POOL PUMP, FILTER AND HEATER ANCHOR PONT9(TYPJ NOTES: ANCHOR BOLTS THROUGH BASE (1/4" x 1 1/2 ") LAG SCREWS FOR POOL PUMP 4 FILTER HEATER SHOWN AS OPTIONAL (4) 1 1/2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 1 3/4" x 3/16" TAP CON AND (4) 1/2" SELF TAPPING SHEET METAL SCREWS. '(J A S (ANTI - VORTEX) 8" MAIN DRAIN FILTER 8" MAIN DRAIN (ANTI - VORTEX) PIPING SCHEMATIC N.T.s. WP MANUAL STARTER SWITCH 12V TRANS. 3- 12 IN 1/2 COND. BLOWER PUMP MOTOR P RESSURE GAUGE AND IR RELIEF VALVE oe NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ •8 WIRE ELECTRICAL DIAGRAM FILTER VA Pw 1 1/2" PUMP W/ N —HAIR 4 LINT STRAINER 2 -2P -MOTOR 9A 1 -2P -MOTOR 10A 2 -IP -LIGHT SA WIRED TO SPARES ‚ "4 10/6/98 YEKTA KAVASOGLU PE. • 41310 I Mil El _ N d) SI di e • • • 7th STREET. SUITE 202 FLORIDA 33128 ,-.HONE; (305) 220-3171 .: (305) 554-7822 A . V Noini a Suringurs LAND SURVEYORS BOUNDARY SURVEY Scale 1" - rir$Poli , • ?Weir' . aB' c&LI1E -L Q \ • ■s• c • / AsPil Pi/A,47 , N.A . SURVEY NO. SHEET NO. ■ ■•Tt 44,a;t% 9c9 - 50432 „ 2 2 Nit; f-ar- 41/-044. jj %/6 O LJJ 4' i) I � : uJ' L l LID c,7i 71: 27 ,TA a� �..�, L' •.�= �G.�SaD `,rS. `- `ea ✓ 1, M1_,..iS Q. G,:n© KECU, GTIL5ER SJ3 ,71 L - r'.s2' E i.�,.i• s.78:T2fiagy C . ac!1°0EB NETE1 - F=OOL_ DATA 4 EQUIPMENT 'SIZE • DEPTH: 16' X 32' 3' TO 5' -6" CAPACITY: 14,432 GALLONS PERIMETER:138 LF 454 SF PUMP:2 HP FILTER: 100 SF CARTRIDGE QTY RETURNS:3 TILE: 6" STANDARD LIGHTS: (2) 12V,100W COPING: BULLNOSE -BRICK SWIMOUT: 18" X 48' CLEANING LINE: YES CHLORINATOR:AUTOPILOT HEATER:250 ,000 GAS TYPE OF PATIO: SLIP RESISTANT DOD: NONE EXIT RAILINGS: NONE SCREEN:NONE POOL FINISH: DIAMOND BRITE TURNOVER 12 HOURS ( MAXIMUM) 2.4 HR MSC: 2 HP SLOWER NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS —BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. 2 "X8" SPILLWAY OR WALL 2" BELOW BEAM WATER LEVEL 6" WALL W13•12" 0/C EACH WAY SEE TYPICAL WALL SECTION FOR DETAILS 8 AUX. POOL DRAIN W/ ANTI— VORTEX GRATE SECURED W/ SCREWS. AUX. POOL DETAIL SOIL STATEMENT SOIL AT SITE IS SANDY AND HAS A 1000 PSF SAFE BEARING CAPACITY AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ. 1000 PSF BEARING CAPACITY. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA TOP OF POOL ELV. BOTTOM OF POOL ELV. HYDRAULIC HEAD = ALLOWANCE HYDROSTATIC VALVE= NET HYDRAULIC HEAD USE MIN. Q'HICK CONCRETE FLOOR SLAP TILE — (TYP.) ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD. _ _ +'1.0 +8.6 +3.1 3.9 -2 .0' 1.9 '18" X 48" RECESSED SWIMOUT WI TILED EDGE SUJIMOUT DETA N.T.S. MSL MSL MSL CLEANING LINE WI VAC -LOCK 18" #3ENCH W/ TILE EDGE RESIDENCE FOOL PLAN SCALE: 1/8" is 1' -0" NORTH 10/6/98 YEKTA KAVASOGLU PE. * 41310 C 0 O >43 a. 0 � 8 1:4 Q CI tt C' U- Q 0 111 2 Q z Qi E a e 0 Lu r Lu z d) O cn