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SHUTTERST A I 1- Q tJW N l MINIMUM SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 30.0 4.0.0 8' -3" 3 -1/8 1 -5/8 10' -0" 3 -3/4 2 -1/8 41' -11" 3 -3/4 3 50.0 8' -3" -1/82 1-3/4. 10 -6 10' -0" 3 -3/4 2 -3/8 11' -4" 3 -3/4 3 60.0 5' -0" 3 -1/8 1 -1/4 8' -3" 3 -1/8 1 -7/8 10' -9" 3-3/4. 3 130.0 5' -0" 3 -1/8 1 -1/8 -L ` 7 -11 1-7/8 �3-►+ 160.0 3 -3/4 3 80.0 6' -0" 3 -1/8 1 -3/8 8' -3" 3 -1/8 2 -1/8 9' -4" 3 -3/4 2 -5/8 90.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -5/8 8' -3" 3 -1/8 2 -1/8 100.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -3/4 8' -3" 3 -1/8 2 -1/4 110.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -3/8 120.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/4 130.0 5 -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/2 • 05/18/99 11:43 TABLE 1 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM SHU1 TER SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIG(1ER LOAD OR LINEAR INTERPOLATION MAv BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Jv. 'L9 199 ArAllarl 4 • DAT BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q -b5 - ) • O v o„ • f < • d CO ¢ W O ut ~ LL W N < r U z o c, O a p a ,,US N am ao•• W - x r • eg _ ¢ u- < z _ 0 Y c O 4 4 = I Oraww g n0. 99 -904 ansst 6 of 6 M 4 N D 0 0 to 4 W N W , • I A a! wl AI ' k . Fr oi a 01 '01 ui 01 a III ,pi •1k i 0!! ;N . J v.r atavlol I FftCNSS OWA i FL Li " o No. i PE 0 83 0 1999 12 /0lna fdrawn by A3 NOTED.: MC. design by chocked by Vitt VJK ACCORDION SHUTTER SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS I -- L max. (FT -IN) 30.0 12 -10 35.0 12-4. 40.0 11 -11 45.0 11 -7 50.0 11 -3 55.0 11 -0 60.0 10 -9 6 10 -6 70.0 10 -4 72.0 10 -3 75.0 10 -2 80.0 9 -11 90.0 9 -7 100.0 9 -3 110.0 9 -0 120.0 8 -8 130.0 8 -4 133.0 8 -3 140.0 7 -11 150.0 7 -5 160.0 6-11 170.0 6 -6 180.0 6 -2 190.0 5 -10 200.0 5 -6 • 05/18/99 11:43 TABLE 1 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM SHU1 TER SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIG(1ER LOAD OR LINEAR INTERPOLATION MAv BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Jv. 'L9 199 ArAllarl 4 • DAT BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q -b5 - ) • O v o„ • f < • d CO ¢ W O ut ~ LL W N < r U z o c, O a p a ,,US N am ao•• W - x r • eg _ ¢ u- < z _ 0 Y c O 4 4 = I Oraww g n0. 99 -904 ansst 6 of 6 M 4 N D 0 0 to 4 W N W , • I A a! wl AI ' k . Fr oi a 01 '01 ui 01 a III ,pi •1k i 0!! ;N . J v.r atavlol I FftCNSS OWA i FL Li " o No. i PE 0 83 0 1999 12 /0lna fdrawn by A3 NOTED.: MC. design by chocked by Vitt VJK * BEAM SCHEDULE DE SHUTTER SPAN IKM1311/ IMAM TOP BEAM 2 " x 5 ,. 5' -O" 9' -5" 9' -O" Tw = .125" Tf 8' -0" 8' -1" 8' -0 = .125" 10' -3" 7' -4" 7' -4" 2 x 7" 5 . -0 .. 11' -4" 8' -5" 8' -0" 9' -8" 7' -6" Tw 2 .072" Tf .130 10' -3" 8' -9" 7' -0" 2 ,, x 9.. 5. -0., t5'-5'. 9' -4" Tw = .072" 8' -0" 13' -2" 8' -4" Tf = .224 10 -3 1T -11 7 ' -9 " EXISTING STRUCTURE 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE' OR BLOCK (SEE NOTE G11/ THIS PG. FOR NUMBER OF( ANCHORS REQ'0.) 05/18/99 11:42 W GLASS OR DOOR -i I 1/4 -0 RAWL CALK -IN / / ANCHORS W/ 7/8" MIN. (. , EMBEDMENT IN CONCRETE ,' OR BLOCK (SEE NOTE G1 / THIS PG. FOR NUMBER OF i . ANCHORS REQ'D.) ,L EXISTING STRUCTURE — = - ,r EMBEDi- EXISTING FINISH MATERIAL 3 ) 0 FOR CUT IN 2" TO 3" INTERVALS DETAIL( (SEE L FOR WELDING INFO) TYP TOP & BOTTOM EXISTING FINISH MATERIAL— EXISTING STRUCTURE —ALT. LEG DIRECTION r-SEE NOTE G1, THIS ' PAGE FOR ANGLE SIZE. AND ANCHORS REQ'D, 1 Tw • SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PAGE 6 r -THREE 1/4 "0 THRU BOLTS • EXISTING STRUCTURE O � © BUILD -OUT MOUNT SECTION SCALE : 3"= 1'- 0" di — ACCESS HOLE 1/4 - 20 MACHINE BOLT W/ NUT OR *14 x 3/4" SMS @12 "O.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & Tf MAX. HORIZONTAL SPANS) 1/4" MAX. _ l7 Z �i XW < Z,QJ v1 CO a CC , . r = W W F in N I- 1 Z N O W X 1I ct I E = O Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & '-Tw MAX. HORIZONTAL SPANS) w , \ SEE NOTE G1, THIS \ � 1/4 -20 MACHINE BOLT PAGE FOR ANGLE SIZE \ W/ NUT OR *14 x 3/4" AND ANCHORS REQ'D , SMS ('1a 12" O.C. —ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = t 72 P.S.F.) 1/4" MAX. W; / ' CO W' —i FASTENER EACH 2" TO 3" CUT II IS ACCEPTABLE SEE ANCHOR SCHEDULE BASED / O ON CONNECTION "TYPE 3" TO / VERIFY ANCHOR SPACING 1 / 1/4" MAX _ CC W l- W J 17 Z: ) 5< W = F J N W I z CICLu I - . = :02 U U XI 11 11 V) 14j —� 1/4-20 MACHINE BOLT ` = 1/4" MAX '1/2" \_C CUT AT INTERVALS T ORM CURVE (SEE DETAIL L(L FOR WELDING INFO.) FASTENER AT EACH 2" TO 3" PIECE SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 1a TO VERIFY ANCHOR SPACING IS ACCEPTABLE NOTE: CEILING HEADER E MAY BE USED TOP OR BOTTOM AS Fl LD CONDITIONS REQUIRE. OK CURVED TRACK DETAIL SCALE: 3" s 1' -0" * USE BEAU SCHEDULE FOR DETAIL (G). FULL LENGTH INSIDE EXCEPT AT "NOTCHES "' MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE 2 PAGE 6) GLASS OR DOOR .ila s,.. s..ia.seo.. a s..vMIOLIM ,.i.,a *14 x 1/2" SMS OR 3/16 "O ALUM. POP RIVETS @ 6" O.C. TSSEMEc;)Y AND EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION W/ OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE G1: 2" x 3" x 1/4" 6063• -T6 ALUM. ANGLE TOP & BOTTOM. FOR 2" x 5" & 2" x 7" BEAM, USE THREE 1/4 "0 RAWL CALK -IN ANCHORS (al 3" 'J.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR 1/4"0 CALK -IN ANCHORS (ln 3" 0.C. IN EACH ANGLE AND USE 11" LONG ANGLES FASTENER, SEE DETAIL K p EVERY 2" TO 3" PIECE — SUT LINE (SEE DETAIL (LL FOR INFO.), TYP. - * CEILING HEADER CURVED TRACK PLAN VIEW N. T.S. CEILING HEADER (SEE NOTE BELOW) '* N PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE EQ CEILING HEADER Q3 (SEE DETAIL © FOR WELDING INFO.) BUILD -OUT ANGLE EQ * NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4Q9n FILLER ALLOY FOR ALL WELDING.) OL WELDING DETAILS SCALE: 3" 2 1' -0" 1/2 "O THRU BOLT 0 12" O.C. — 1/4 "O POWERS RAWL CALK -IN (a 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW 24" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER — 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX DESIGN LOAD t 72 PSF) O PASS THRU DETAIL SCALE : 3"= 1'- 0" MAX. 1/8" TILE i FINISH MATERIAL 3/4" PLYWOOD 2 "x4"x1 /8 "CONT. ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN (nl 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (nl 6" O.C. W/ 1 - 1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 2Q DAT 8Y PRODUCT CO ' 0: DIVISION 3UILDING CODE COMPLIANCE OFFICE 2" @ TRACK ACCEPTANCE NO. - ''�' 1'4'01 U z I i .. c ° > O N .I - .- I = . - • dravinq no. 99 -904 she•►4 of 6 N W z 8 °' a a r � 3- m a 0 01 u ( scale drawn by •a 1NOTCO l rK J (design by (checked b>II VAC . FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN I EXISTING STRUCTURE ANCHOR TYPE , _ REQUIRED FOR VARIOUS DESIGN • EXISTING 1 STRUCTURE ' ANCHOR TYPE W) PSF MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4. 5 MIN. 3" EDGE DISTANCE TYPE 2 3 SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION 1 TYPE 2 34 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 . 45 CONNECTION 1 TYPE 2 3 4 5 I CONCRETE gi1111111UN1UI11U1111111p1■ 1/4"e ITW OR TAPCON W/ 1 - 3/4" MIN. EMBEDME \;_ 3,000 PSI •• ," , ELCO 48.0 12 12 12 12 11 12 12 10 12 7 12 126 12 3 12 12 12 1212 12 12 12 12 912 12 4 12 8 12 6 - 2.0 ` 12 11 12 8 1' 12 7 12 5 12 8 5 10 4 12 12 12 12 10 12 12 10 12 7 12 9 6 12 4 72.0 12 12 9 12 7 12 12 6 12 5 11 5 4 7 3 12 12 12 12 9 12 12 8 12 6 12 6 5 8 4 12 110.0 10 12 6 12 4. 10 5 4 7 3 9 3 3 5 9 12 12 8 12 5 12 5 5 8 4 10 4 4 6 3 : , � , , 200.0 9 3 3 5' ► 9 3 3 5 /, 9 3 3 . , 5! - ' 10 4 4 6 3 10 4 4 6 3 10 4 4 6 3 & STEEL 1 - 9/16" (MIN. 48.0 1' 12 12 12 16 12 12 12 12 16 12 12 12 12 12 12 12 12 12 16 12 12 12 12 16 12 12 12 12 16 62.0 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9 12 12 12 12 16 12 12 12 12 16 12 12 12 12 14 3/8'0 POWERS RAWL DROP - IN 3/8 "0 STAINLESS BOLT WITH MIN. EMBEDMENT 5.000 RR ATE) 72.0 12 12 12 12 16 12 12 1' 12 12 12 12 10 12 8 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 110.0 12 12 12 12 11 12 12 1.. 12 7 12 9 8 12 6 12 12 12 12 16 12 12 12 12 12 12 12 12 12 10 200.0 12 9 8 12 6 12 9 8 12 6 12 9 8 12 6 12 12 12 12 10 12 12 12 12 10 12 12 12 12 10 C 1/1. POWERS FASTEN CALK - 1N W/ 7/8" 8.1/4 STAINL STEEL MACHINE 3,000 - :.•• EM D. S EW .. 4L4 48.0 12 12 12 12 12 12 12 10 12 8 12 12 7 12 5 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 62.0 12 12 11 12 9 12 12 8 12 6 12 10 5 12 4 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 72.0 12 12 10 12 8 12 12 7 12 5 12 7 4. 10 3 12 12 12 12 12 12 12 m 12 0 12 8 12 5 110.0 12 12 6 12 5 12 6 4 9 3 12 4 3 7 3 12 12 10 12 8 12 8 7 11 5 12 5 a 4 200.0 12 4 3 7 3 12 4 3 7 3 12 4 7 3 12 5 6 8 4 12 5 6 8 4 12 5 6 8 48.0 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t; 62.0 12 12 12 12 12 12 12 12 12 9 12 12 - 12 6 12 12 12 12 12 12 12 12 12 12 12 12 11 12 = 1/4 "o ELCO CRETE FLEX W/ 1 - 3/4" MIN. EMBEDMENT DAN. 3,800 PILL CONCRETE) 72.0 12 12 12 12 12 12 12 11 12 8 12 8 12 5 12 12 12 12 12 12 12 12 12 10 12 10 10 12 110.0 12 12 11 12 8 12 8 7 11 5 12 5 8 4 12 12 12 12 10 12 9 10 12 7 12 7 8 10 200.0 12 S 6 8 4 12 5 6 8 4 12 5 8 4 12 7 8 10 6 12 7 8 10 6 12 7 8 10 HOLLOW CONCRETE BLOCK n1111111N1111111111111111111110 > 1/4 "• ITW OR ELCO TAPCON W/ 1 - 1/4" HUN. EMBEDMENT 48.0 12 12 8 12 5 10 10 5 10 ' 7 7 7 -'.' 12 12 9 12 6 11 11 6 11 4 7 7 4 7 62.0 11 11 6. 11 4 8 8 4 0 3 5 3 4 , 12 12 7 12 5 9 9 5 9 3 6 3 3 5 72.0 10 10 5 10 3 7 7 3 7 � O 4 ■■ 3 11 11 ; 6 11 4. 7 7 4 7 ' 5 3 3 110.0 6 6 3 6 4 , 3 On 3 zumai U 7 7 4 7 5 U 3 3 MI 4 11 11 1111 11 200.0 3 ME E%� ©EN EIE21.11121/V211re 4 NA= 6 110 t. .or 41 1/4 POWERS FASTENING CALK - IN W/ 7/8" & 1/4 -20 STAINLESS STEEL MACHINE SCREW EMBED 48.0 12 12 8 12 6 12 12 4 9 9 12 12 12 12 9 12 12 9 12 11 62.0 12 12 6 12 5 10 10 10 3 ' 5 12 12 10 12 7 12 12 7 12 8 4 7 '2.0 12 12 5 12 4 ° 9 9 j 6 4 12 12 9 12 6 11 11 6 11 ' 4 5 10.0 8 8 3 8 5 ' , 3 / 5 10 10 5 10 4 7 3 4 4 3 ■.E 7 12 5 U) m m m 200.0 S MEM 5 MI 1/ 5 Ellill1211:111 3 3 6 3 48.0 12 12 12 12 11 12 12 11 12 7 12 7 12 5 12 12 12 12 11 12 12 11 12 8 12 62.0 12 12 12 12 8 12 12 8 12 6 11 5 9 4 12 12 12 12 9 12 12 8 12 6 12 7 5 10 4 1/4 - o ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 72.0 12 12 10 12 7 12 12 7 12 5 9 4 4 6 3 12 12 10 12 7 12 12 , 12 5 10 5 5 7 3 110.0 12 12 6 12 4 9 4 4 6 3 8 3 4 4 , 12 12 7 12 5 10 4. 4 6 3 r.� 3 4 5 3 200.0 8 3 4 4 / 8 3 4 4 , 8 3 4 4 , /:. 8 3 4 5 3 8 3 4. 5 3 8 3 4 5 3 FASTENER SPACING (IJ4CIIES) ANCHOR SCHEDULE . j-rk LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN I EXISTING STRUCTURE ANCHOR TYPE , _ IIIMN. 314` EDGE DISTANCE ( PSF MAX. (INEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1)- ' SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4. 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 UOOM 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 4. - N1111N1111111111111111111u - - WOOD /62912 12 8 12 6 12 0 5 12 4 12 10 3 12 3 1/ 4 "o WOOD LAG W LAG W 1 -3/4" MIN. THREA • EMBED. SHEAR PAR LEL OR PERPENDI . AR • WO• • RAIN 72.0 12 12 7 12 5 12 12 4 12 4 12 6 3 9 42 110.0 12 12 4 / /, 12 7 3 /.� 12 11 6 3 4 17/ 9 7 , , /i.j 11 11 4 4 K':- / ,/,'.." 7 7 /4 ( 1,/ 200.0 11 4 48.012 12 ,,-•:,•: s 12 '.--,' i , _ 12 12 j 12 //' . 10 10 i, . 10 ;. / ' `l - 111„{ \� 62 .0 12 12 j;i; 12 / /,' 12 12 71:/; 12 Vii , 8 5 / - 6 %/, 7/16 "m WOOD BUSHING WI 7/8" HUN. EMBEDMENT` STAINLESS STEEL STEEL MACHINE SCREW 72.0 12 12 2;' 12 10 10 /. - / 10 //,',:",, 7 3 K`.• ' . ' 4 / ' 110.0 9 9 '7. 9 6 3 " ' 4 - // 5 , ,•;�.• , 3 //. / 200.0 5 , , /; ',• � 3 : , � , , 5 /:, f : , ,, , 3 / • 5 ' . • 3 /,••• 05/18/99 11:43 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND 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 AND 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 SIDE 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 W00D 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 AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. D DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. SCALE: 3" = 1' -0" 2xS C, r S 'DAT JL l2 NOTE: "S" INDICATES ANCHOR SCHEDULE SPACINdY SPACING DIAG TYPE 1 W/ PIECE OUTSIDE ANCH . J R CONNECTION AND TYPE 3 WI S ON PIECE (6) 0 HEADER /SILL OR SO /© COMBINATION 1 APPROVED AS COMPLYING W:TH SOUTH FLORIDA BUILDING COLE Armfow, � ROL DIVISION PRODUCT CO THE BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. l4 '4) LV • q 1 y o ▪ 0 m C' In 0 m , r In a N - ~ u Isi • N U tv a Z O a ma c • N co s 2 ' > • U = a r Q > 7 4 • W Z W • in W u 0 =' 0 2 • Y a 4 •o I 0 z N y 'Z Q r ��- I� >. / ."1! 3 ° ' OM ".5) ai l 1.4 04 13 WWII -.w c II o1 > I vl A. • °1i' e w ii o' :.i r • 0 0 N nt u. 0 X .hoot 5 of • N Z I 61 X m l U I ml �I oyl (Dl [daimon !)V ichecicell b,I VAC ji VAC j drawing no. 99 -904 i NOTES: 1. .THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, MIAMI -DADE COUNTY 1994 EDITION. 7. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES MUST BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM ENO OF THE LOCKING SLAT AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH. FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. POP RIVETS SHALL BE 3/16"0 5052 ALUMINUM ALLOY. 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 7. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 98 -050. 8. FLOORS TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE CALK -IN REMOVABLE ANCHORS. 9. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 10. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 2.655 - 2.300 1.825 2.195 588' - 1.583 .4.84 • I OS 18 99 11:41 2.300 1 ».i- -r- .250 BASE SILL SCALE: HALF SIZE -. 400 1.753 1.162 / , . . 750 .729! I f - .200 MIN. - -.285 550l, 2.218 3.438 / 0 MALE/FEMALE LOCK SCALE: HALF SIZE 01 0 01 NI NI . 875 I A .105 TYP. 3.635 4.510 BASE TRACK SCALE: HALF SIZE of a• att I /' TYP. A / / f--, 90° 1.230 / .050 " -� j 1.100" 1 4 240" O WALL HEADER SCALE: HALF SIZE ,- STAINLESS STEEL ASSEMBLY r .460 "0 HOLE NYLON WHEEL THER E JOINT AT TOP ROLLER ASSEMBLY SCALE: HALF SIZE .062-4 2.874 1.625 100., 1.708 • 1� 00 ;I 11 I 062 30 I • 1'.062 - .200 � y 971 1 I 't.200 3.745 / O N,OT USED SCALE: HALF SIZE 4.603 4.140 - .2S8 030R x 1 TYP. SLAT SCALE: HALF SJZE - .096. m a N BRASS PUSH LOCK SCALE: HALF SIZE 4. v O WALL HEADER SCALE: HALF SIZE -.297 2.782 .068 143-rf 3.610 1.825 x.143 I i r .1431 m' w. r .062`• 1! I 1 6301 1! .095-. + isle -.095 .971 30.225 ° -t'"'' .043 .15OR 314 .325 / 4.02 .e4.069 1.625 C I STARTER SCALE: HALF SIZE / ' -.200 / NYLON WASHER (NYLON BUSHING OPTIONAL) #14 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP TOP 3, BOTTOM) NYLON BUSHI - R: 7/16 "•• /2" @ INTERIOR JOINT'T "0 x 1" (a INTERIOR JOINT SOTTO r .997 1.825 . 143 - ,;i.e I 43 MIMI 1431 mi i .062: ' ,.682,..630. , 062 '200 . 372 1.250 i .971 • 2.822 BUSHING ASSEMBLY DETAI CALE: HALF SIZE 1.994 0 HEADER SCALE: HALF SIZE APPROVED AS COMPLYING WITH TIE SOUTH FLORIDA BUILDING CODE DA BY j 1 PRODUCT COR '0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. -O S Z'-I • r- I 4.510 4.102 -.054 O ALT. SLAT SCALE: HALF SIZE / .227 Z I- o) W I- < O► an <• on 3 a • - I .M.► 1 of 6 ©1 ; 5j 01 �I › 0. 1 • Di u La! 4a►e ism. ' Or.nrn by MoT[o MC design by ci i.O b1n v._ •I VJK drawing no. 99-904 - FASTENER (ID 18" O.C. EXISTING GLASS t (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 05/18/99 11:42 l ALH O_ 1A F Q Z < aa OF ANGLE LEG 1 z a0 SECTION W w VARIES - NO LIMIT TYPICAL ELEVATION N .T.S. ALT. DIRECTION TOP TRACK PLAN VIEW 2 FASTENERS EACH ANGLE T rr 1 " x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE II / ' 1, i .. • - 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED AT 1/3 TO 1/2 DISTANCE FROM BOTTOM OF SHUTTER FOR BLADES 5 8' -3". USE TWO THUMBSCREWS ON BLADES > 8' -3 ONE AT 1/3 AND ONE AT 2/3 FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 3/16 "05 ALUM. POP RIVET OR #12 SMS 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS BOTTOM TRACK — + MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. FASTENER Cal 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" 0.C. NOTE STARTERS 8 MUST BE LOCATED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. — 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16"0 ALUM. POP RIVET OR #12 SMS Cal 18" O.C. (TYP) TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK-SLAT) EXISTING GLASS 3/16 "0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP) 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1' -0" — 1/4 -20 THUMBSCREW INTO THREADED HOLE, (SEE TYPICAL PLAN VIEW FOR REQUIREMENTS) DAT BY — TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 2 MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1,‘ of — 3/16 "m ALUM. POP RIVET OR #12 SMS Cal 18" O.C. (TYP) 2 FASTENERS EACH ANGLE THREE 3/16 "o ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE 0 us j 0 o O a 1 03 • 1 to !< Iid X V z - ; > . w z IN 3 I W z Bpi 0 z N u z 0. N 3 in a z W n P O A am z W N • 0 o S 4 s _ 0 0 r J N W 4 a a W O a J H e- I` 4 u 0 a SI u N W z f 3 ' PRCFESSIONA GREER FL Lic • NDI I PE 00 0 83 12.0.,,.1 1. scole drown by AS WT[DJ HC, I d,NOn by (checked by1 vJK ( VAC ; r i drawing nQ. 99 -904 sheer 2 et • GLASS OR DOOR EMBED. i/ y t41 i'7.1 w1 r , j L— IiiiIl1, 1/4" MAX. 9 CC i lY F W ..W n W Ili =� I' SEE TABLE \ ILO v i- v► =w 2 FOR MIN. T ='(o_ Lu GLASS tn r- o u co OR DOOR I FRETS II I . L 10 1/4-20 S.S. MACHINE _41/2" EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2' FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 2' - EXISTING STRUCTURE O WALL MOUNT SECTION SCALE : 3 "= V- 0" FAS ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 4' EXISTING STRUCTURE - FASTENER, SEE ANCHOR_ SCHEDULE BASED ON CONNECTION 'TYPE 1' GLASS OR DOOR / NI --- W f /; W O j 1/2 i • * / 1/2" f O � SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS Lai FASTENER, SEE ANCHOR SCHEDULE BASED ON 1r/2" 1 /2 CONNECTION 'TYPE 1' ( 'I�I 05/18 99 11:42 EXISTING STRUCTURE 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 5" MAX. 1 ,- 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" 0.C. (TYP, TOP & BOTTOM) A 0 CONT. (TYP.) TOP & BOTTOM FASTENER, SEE ANCHOR 5C11>Reti SED ON EiMBED. CONNECTION 4' ® BUILD OUT MOUNT SECTION SCALE : 3 "= 1'- 0" /2" , SEE TAB 2 FOR MIN. SEPARATION FROM 11 GLASS 4 X 1/4" MAX. 1/4" MAX. A O WALL MOUNT SECTION SCALE : 3"= 1'- 0" W LJJ c ~ - W ; >Z IA: OOi Z la UJ V1oI0_04 XZ EJ O 1N EMBED 1 EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHED. - t BASED ON CONNECTION 'TYPE 1' STAGGER SPACING. SEE SPACING / DIAGRAM ON ANCHOR SCHED. +1/2 R 1/4" MAX. cc I� -1• W J " W 1 r - al =a" D _ ! VI J � IZu TABLE \ 'oN< <_ o ua Liu) < EQ.7 EQ_4 SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 1 GLASS OR DOOR j EMBED,; \ PLYWOOD S. STUCCO FINISH _23 1/4" MAX. EXISTING CONCRETE OR BLOCK ONLY. STRUCTURE W000 FRAMING & W000 ANCHORS NOT ACCEPTABLE - - EXISTING FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 5' STAGGER SPACING. 1./n 1/2' ul l � `T'40 1/4"0 S.S. LAG SCREWS ® 24" 0.C. MAX. W/ 2" • PENETRATION IN CENTER OF STUDS ' —*14 SMS @ MIDSPAN BETWEEN �\ STUDS FOR TRACK TO 1" x 4" i UBE CONNECTION -1" x 4" x.125" ':063 -T6 ALUM. TUBE 1/4" MAX. NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 PSF O WALL MOUNT SECTION SCALE 3"= 1'- 0" EXISTING CONCRETE OR BLOCK ONLY. - W000 FRAMING & W000 ANCHORS NOT ACCEPTABLE GLASS OR 000R #12 x.,1/2" SMS (la 12 "' 0.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. ()and 6O ASSEMB EDGE Y S II • ( i n' SIX #12 1/2" @ 1 2' 3/16" POP RI @ 6" O. DIST. TENER LO i F i / EDGE GIST! m! d' lE � . Fir 11 11 SEE TABLE 2 FOR MIN. " 'I 4) G AS LS II 10 1 1/ M ULE BASED ON CONNECTION 'TYPE 3' -FRONT AND BACK ANCH.' ' •T REQUI 1 - IS LOCATION © CEILIN SIDE MOUNT SECTION SCALE : ' 1'- 0" EXISTING WOOD TRUSS OR RAFTER @ 24." MAX. 0.C. - EXISTING FINISH MATERIAL W / 1" x 4" x 1/8" 6063 -T6 ALU TUBE W/ THREE -1/4 "lb W000 LAG SCREWS W/ 2 -3/4" MIN. PENETRATION IN W000 EACH RAFTER OF TRUSS, 24" 0.C. MAX. 1/4 -20 S.S. MACHINE SCREW @ 12" O.C. W/ 1/2"0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS @ 12" 0.C. MAX.-- (MAX DESIGN LOAD t 1'2; 3" 1‘2+' - 1/2' ; -1/2; ,( z ♦ Z 0 � H W m Z W I N 72 PSF) FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 3' W W W W j� O = W _= 2u VIA ow< O Z J O aH U V1 1/4" MAX. - 1/2" SMS 0.C. OR ALUM. ETS • 1/4." MAX. CC STENER. SEE ANCHOR CHEDULE BASED ON CONNECTION 'TYPE 3' STAGGER SPACING. SEE SPACING DIAGRAM ON ANCHOR SCHEDULE • - WHERE TUBE EXTENDS BEYOND LAST TRUSS, EXTENO TUBE TO NEXT TRUSS 1/4" MAX. TRUSS MOUNT SECTION SCALE : 3"= 1'- 0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A 9 5 BY PRODUCT CON 'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. t- n 2y • 01 I �- 1- I W 1 1 , C) o I O a co • <: '4 ;U W N Z z 0 .0 O d T 0 ' /•1 I 4 K i a s LL N < A I L C a • z� Q Al aim CO I < m LL w n X' > In < Q T a m 2 o W Uf Y 0 2- 4 o W FL Lk. No: PE 00 ' 9 3 aneor ! Of 6 ' 1999' 12/ou7•I .scat• ( drawn by •$ NornO) ►•c !design by chocked b„ yJK VAC • drawing no. 99 -904 FASTENER SPACING (INCHES) ANCHOR SCHEDULE AND SPANS REQUIRED FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (WI PSF MAX. 3/4• EDGE DISTANCE 5' -0" MAX. SPAN 8' -5" MAX. SPAN 11' -4" MAX. SPAN CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 11213 415 CONNECTION 112 TYPE 314 5 3WVHH 000M 1 -3/4- HN. 48 12 12 12 12 12 1219 10112 I 12!5 1 7;7 9 ! T V4• W OOD LAG SC W/ 1 - 3/4- PENETRATION W P TO GRAIN) 62 12 12 12 12 12 12i 5 1 7 81 9 121 3 5 1 6 7 72 12 12 10 11 12 10 1214 616 121 3 ■ 4 5 1 6 12 G% ,f 12 r/ 4 ;516 4' 4 1 5 92 12 7 8 9 200 200 12 , 0 4 4 5 12 /01 4 4 1 5 12 4 % 4 4 5 1 4/4" MIN, 48 1212 12 12 12 121917 10112 1 12 5 5;7 9 ( lisissommwJ 1/4 - • WOOD LAO SCREW W/ 1 - 3/4 - PENETRATION (SHEAR PERPENDICULAR TO ORAN) 62 12 12 9 12 12 121 515 81 9 12 3 4 6 7 72 12 12 e 11 12 121415 61 8 12 3 51 6 92 12 7 6 9 110 12 13 I 3 5 1 6 12 3 4 1 5 200 12:':: 3 4 5 12. ' ' 3 4 5 121• -' 3' 4 1 5 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REOL RED POR VARIOUS W z 0 7 X G WI- ANCHOR TYPE LOAD (W) PSF MAX. 2• EDGE DISTANCE 9• EDGE DISTANCE 5' -0" MAX. SPAN e -S" MAX. SPAN 11 -4" MAX. SPAN 5' -0" MAX. SPAN 8' -5" MAX. SPAN 1V-4" MAX. SPAN CONNECTION 1:2 TYPE 3 4 5 CONNECTION 1 TYPE � 2!3 4 CONNECTION 1 2 TYPE 314 S CONNECTION TYPE 1'2'3 4 5 CONNECTION 1 2 TYPE 314 5 CONNECTION 1 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK 1 'f 1/4'46 CALK i 1/4 - 48 12;12 11 6 8 12 416 3 S 10 � 4/ 3 12.12112 7 11 1215 1014 6 12 7 3 4 62 12; 9 8 4 6 10U 5 f A 4 a 3 A 3 12 11112 6 8 1213 7 13 5 10 : 5 3 POWERS /RAVL W/ Etrori S IDEWA 7/Y LK BOLT (3/4 HEAD) 72 12 5 7 4 5 Eim 4 E 3 aging 12, 7; 11 5 7 ark 6 1 3 4 [MUM 3 92 200 12 3 5 3 4 7 l EI K /y � E �� IREEE 12, 3 t 8 =ram 3 7 El 4 EE ME 3 I 611P 10 5 6 DONEE 10 3 1 6 Em 5 "OYi.%�//.�%�.17.%//EN//, ii%//g, iii 12 ,12 12 %/rS%i'Gf�'�if(eii�Y/.%//,IY%�t 6 7 4 8 'PAM 4 48 12'12 62 12: 6 8 4 5 m/ 4 rA 3 5 M� 12 7 1 9 pumas �m�/©m as 3 6 �/ %/.Eii%/.GM >% / �� / //// 6 Ap/��%' ./ m 1/4 - 0 ZAMAC 1 - 1 / I" POWERS /RAWL NAIL W/ MIN. EMBEDMENT 72 11. 4 7 3 4 6 1 4 E / �� S 3 Eva 12:4 : 8 4 4 '�' /• r Y� 92 IM 3 5 / M 3 %/Y 4 //� "//y'.% i //���� �� �� 6 3 3 Y%iY/.UNE �// 5 %Ujm 3 200 % �NEEE �EEE ME ME EN 3rtj =MM. �I f�TTTT'' "NELMATE W771 PA MIN. SIDEW AL K BOLT 20 48 12.12112 8 1012 I. 7 mpg 5:3 4 12 12 12 8 1012 4.3:5 6 62 12 10 9 6 7 12 /A% 5 3 4 cm= 3 12 11;11 on= 64 4 J 72 12 : 6 8 5 6 m%% 5 3 , 4 E, 12 6 19 5 6 5 ' 3 4 � Fr e id 3 3 4 92 12: 3 5 % ���� 3 j��/// 3//���//Ey 7 j / � 3 7 4 //// 5 i/� ii � i% '/// /J �y '/ / .� /y �q� 3�� 200 �� 64 �� L iii�4fl4. /� 3 ri�;Y'/////X/�i�%Y. � 3 E%.!/./�Yii�iffG%/3��� 3 � %/8'b//. 3 .11111 • m.11111111111111111 P > 48 12 12112 8 10 12 1. 7 5 6 ■ tl//.i�i. 5 1 3 4 12'12'12 8 10 12 4 8 1 5 6 ETM 6 62 12;10 9 6 7 K�i 5 parra� 3 12' 11.11 mum 6 1 4 wan= 1 ELCO MALE "PANELM MELMATE W/ 1_1/4- MW. EMBEDMENT 72 1 2 1 6 1 8 5 6 i i / ��G 7 � � 3 4 DEj 12 619 4 4 4 3 92 12 3 6 4 5 8 3 3 6 /© / / 12 3 7 . mum= 3 UM 3 200 DE 3 2 EYE�� ���� 3 % �� % lG Eia7 / / � B. iL. �L:(//.■ f�/. tii%/rY/.(/iti�il/i�%!/.Yi/%//B 3 %/.8%%G ■1411111t11UL111lP.IlU11HU1P� 1 t /4" PIN. EMBEDMENT 48 12 12 7 4 5 8 %//. 4 %/// 3 CI f % 12 12 9 4 5 mow I D 62 10 5 5 3 3 6 % 3 4 1 1 6 7 3 I. lX/ Y%.ff�i j, / 33 %/.eii%/JJii%/rA2� ��,�l7 72 3 Eil1EB SE � / G ii lylf:" 10 3 6 3 M� M 11. 3 j I�I ia' / /)/ '/ j , . '�M / � 5 E � E %//Jt'/.fY/.%48� 7 3 �� 4 E / �� g E .X �■ j / � k"9/'/. i%���/J!% Y' " ��N %//.lf ��"G/'/. 92 Eggnog i cei . / s� �Yi �/y4%% �pY�/,.%/ iSi(/. 6 • � X 33 ��iaEM�%/ /. 200 Bggfi%/le�it�/ii / / j ��� i, %�'i "//�'I.i09/'6i75SJ'%Yi%//� 1/4 SLEEVE 48 12121 8 4 5 8 %/1/M 3 grams Y � / � /, i �� i /H/ 12 12 12 S, 7 111111IIIII 62 11 5 6 3 4 3 MON7�///�/.E M� 12' 7 9 4 5 MEM � jy/ j / � EM Minn �/X�/. - 0 DYNABOLT ANCHOR W /1 - 1 /11' MIN. EMBED. 72 9 3 5 3 3 iy iaMEE //. 12 4 a 3 4 92 / 'NZMEN' /� � ME%///��NE= 6 3 3 � iiMiLfLLEiRI.%illii�!/.6 m EIMEFFALINE 3 /� ii%/rA%X/%/.ds" i�Y/�E j � /y �r q �, %/1 /1"//. 200 iiZY%(/.ei ■i�M/ %�/�/."//X/.i�i/� % �//f/�/YH////%�� %�/�/l.'///yY�/.%�//�/. /�l EINE 12 12 8 .f//l.'%u/ 4 , 5 Kdlllll111111111111111111191111 !i. 1- 3/8 MIN. EMBEDMENT 48 12 121 6 3 4 Y' 3 62 9 1 . 5 3 3 mm 3 , %/i!M M % / / . S ' / / S G % % 10 5. 6 3 4 � Y� /�ii/�(/.%/.E MyA /�/ N �/ E py y / � � Opy ii -- _ ' -✓y / � /,DE Y �'/� %�7.(9i 72 DEER 33 crq�,y' %/ moA•/ �� e 9 3. 5 �2I 92 3 % ./ ■ 8 ■ . � ii " i( %rfU ���YI/ 200 ��/y //�,i MOAN N 3 NE 3 / M / i/rS �y�N /�/ / �q/% / i 48 ��%Ym'//JY %//%/lG.%//XOY/.%//. 12 . 12 12 12 . 12 12 9 12 ; 9 11 12 1 5 12 17 a . 111111111111111N111111V 62Y/ / ji JY 4%/%/% / Hy7/ % �/y% 'Ij�//����! 7 Nana 12.12 12 12:12 12 5 12 7 8 12 3 9 ; 5 6 j r SCREW R00 1 72 %�7%%JY�/.j%/Yij �1. j j%/Sl � 12 12 • 12 101 12 12 4 101 6 1 7 t /G 20 1Tb1 SCREW CPCON EPDXY 92 ,, j gr , y/ / % ��l 122 666.12 a 100 e 5 6 W/ 2 S.S. N EMBED. 200 , / /./�y y %/.LG.yt%iSGEY�I ■ / % //%%"pl/.%//1Ki7(//SY� IIMPA 6 4 1 4 /�'�/ K7' / /�E M %/ 3 7 4 6 1213 7 4 6 12 3 7 4 6 12 12 8 11 12 S 10 5 6 12 3 7 4. 5 121216 8 12 3 8 4 5 10 ' 6 3 3 9 5 3 ssSSyy 7 11 5 7 12% 7 3 4 / /' / H A ' 4 9 4 9 SS/ 5 3 3 7 / � 4 A // 12 12 8'1012'4 715 6 V 5 3 4 111 12181012 4 8 6 12/ 6 3 4 10 9 6, 7 12 7 '; ' , 5 1 3 4 � 4 3 11 6 8 12. 6 4 9 1'/ 5 3 3 6 8 5 1 6 1 %' //,, 5 1 3 4 3 49 5 6 10 A 5 44� 3 $ 4 V 3 1300U // ME:10 AFI I E®©�//// O0EIX 7//.©10 E 11N1 �j81�.11111111111111111PC 1/4 "• ELCO MALE "PANELMATE W/ 1 -1/4 MN. EMBEDMENT EIIl1l ltt HP.I•V l'I 11\11'.- 1/4 "• ITN TAPCON WI 1/4 MN. ENBE 48 12 12112 10.12 623. 12 1212 8 9 72 12 8 11 7 8 92 12 4 8 5 , 6 12 6 10:6 7 6 5 S 5 3 4 4 3 3 3 3 12 12 12 12 12 10 12 9 10! 9 11 12 S 8 7 9 12 4 7; 6 7 6 5 3 414 53 12 12 12 12 12 12 12 12 9 11 12 9 12 8 C �� �����r� ��/�r� 12 5. 11 6 /•Cu% / //i� ii�/�Y i ron owler/�©an 121 12 12 12 ; 11 12 121 9 11 12 1 7 8 48 12 12 12 8 10 12. 4 7 1 5 6 0 12 12 12 8 10 m (SD 12 10 9 6; 7 12 %, 5 1 3 I. 12 11 11 6 8 ® 72 12 6 8 5. 6 10.,' 5; 3 4 i 12 6 9 5 6 92 12 3 6 4 1 5 al.": 3 V '' 3 A A 12 3 7 4 5 3 /. 200 6 %//•Bali/.(/. �i1� i�2iiijtY.m a iii// KAY / 0 a iirdfGl:d.B i�%/Atii�//I riaiia�G60 9 5 6 7 4 4 6 3 4 5 3 3 1218 12 8 1214 10 6 1213 9 5 12y / 7 4 5 8 7 8 12 12 12112 12 12111112 12 12 12 6 12,9,10 3 6 5 6 12 12 12 12 12 12 6 12 9 11 12 4 10 7 , 8 5 4 5 12 11 8 9 12 3 8 6; 7 • 4 4 5 12 8 12 10 12 121 3 9 6 7 122' 7 1 5. 6 d 4 4 S 12 ,g, �i 7 1 5 6 12 7 S 6 12 y 7 5 1 6 ,/�j //¢3,/x/1212 11 6 7 11 33 6 /, 3 � 4 8i 33 � X�" i� EMEI NE 12 7 8 , 4 ; 5 Y.OJbu%/�k l©8f5Stg umzirMEISXEMICIEMEINVAMIZEI % ��/ ���jb�8//�)r%// l��E/I BE �iENCI E%,,/�/��i%JY%////�/�tE��j,E�MpN��/I�NI I �� , y �%.N %/il%f%%%%F/ ME'/. G�/."N 0:(/. 0ENEiilY////.GEAii�/.e$E%LE�//i NE N 12:12 12,12 11; 1 2 8•._ • W la CC z F- U XC W l- N ANCHOR TYPE 1/4 - 0 POWERS /RAWL CALK-IN W/ 7/r CPO & 1/4-20 SIDEWALK - •. 13/4 - • HIAD) o 1/4 "41 POWERS/RAWL ?ANAL HAL -N W/ 1 -1 /M PIN. EMBEDMENT 1g11NIt111111 wr-- 1/4 "• ELCO FEMALE - PANELMATE W/ 1-1 /4" MN. EMBED. & 1/4 -20 SEEN _ OLT 1/4 "• DYNASOLT SLEEVE ANCHOR W /1 -1 /E" M EMBED. 1/4'• POWERS /RAWL T ROP -IN & (3/4 - 0 HEAD) W/ 1-1/4 PIN. EMBED. 911a 1 H1111V111111 ;611 3/16 - • ELCO TAPCON 1 -3 /a- MN. EMBEDMENT FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARI LOAD (W) PSF MAX. 'a 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 48 62 72 92 200 2• EDGE DISTANCE 5' -0" 8' -5" 11' -4" MAX. SPAN MAX. SPAN MAX. SPAN 5 -0" 8' -5" MAX. SPAN MAX. SPAN 1 2 3 4! CONNECTION CONNECTION TYPE TYPE 1 4 5 1 2 31 S CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE 1'2 314 5 1 2 3 415 12 12 12 12 12'101 9 .4 I 12 12 12 11,12 12 5 8 1 7 12 12 17 10112 12 4 7 16 12 7- 7 1 11 12 3 5' 4 6 12 // 4 3 5 12 12 12 ANCHOR SCHEDULE 12 12 8 9 12 6 8 12 5 4 OUS OESIGN LOADS AND SPANS 6 9 12 12 5 7 12 12 12 12 12 12 6 12 12 12 12 12 12 12 9 12 9 12 12 S• EDGE DISTANCE 12 12112 12 11 12 12 12: 7 5 112 3 9 8 12 7 10 5 8 12 12 7 12 12 12 12 12 11112 12 12 , 11 810 12 819 7 9 12 8! 7 5 7 0 .- 12'12 12 12112 12 12112 12 7I9 12 A 4 12; 8 11 - 4" MAX. SPAN CONNECTION TYPE 112 3 415 12 6 8 11 1 2 4 6 9 12 10 12 3 9 517 12 3 7 416 ANCHOR NOTESI SPANS A LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIPIC LOADS MUST BE LIMITED TO THOSE SHOWN N TABLE 1. PAGE S 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BULGING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S. MINIMUM DISEDNENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAO SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED N CENTER OP NOMINAL 2 a 4 (MN.) WOOD STUD. WOOD SHALL SE SOUTHERN PRA G . 0.55 OR BETTER DENSITY. 1. 4. 01 /27/99 10: 49 7. ANCHORS SHALL BE INSTALLED N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. I. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK. OR WOOD FRAMNG. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE POR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. " REQUIRED FOR DIRECT MOUNT E 6" OR 12' SPAONG ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA pUILDING CODE DAT rn e o BY PRODUCT CON l DIV'S ON BUILDING CODE COMPL:ANCE OFFICE ACCEPTANCE NO. C D..2.- . scot* AS NOTED (design by VAC U Z co W <'4 0 0 0 `L y • at W ad 3 0 2 lag = U 3 1 - N Z N °u W Z 0 to 0 n > S L 01 gl • I. St 0 vJ. PROFES m III 4 O _ 0 0 U. t7 z O. FC N 4 O 4 z W O Y 4 w 0 0 an 0• r r 1 to W -I 4 D CC 0 4 -I 0 I- U. N In m 0 m 0 2: 4 FL Lic A e No PE 0 63 (drown by l MC chocked bye V nc drawing no. 99 -036 sneer 6 of 6 8 199q 01/26/99 COPYRIGHT 01999 KNEZEVICH & ASSOCIATES FAX: (305) 883-9572 POSITIVE DESIGN LOAD (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) W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 40.0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 5 0:9 5- 0 2 -1/2 2 -1/2 1 -1/4 a - 0' 2 -1/2 2 -1/2 C2 -1/2) �Y /2 1 -3/4 1-3/4. 8 - 8 11 - 0 3 3 -3/4 3 60.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 8 - 8 2 -1/2 2 -1/2 2 -1/8 10 - 0 3 3 -3/4 3 70.0 S- 0 2 -1/2 2 -1/2 1-1/4. 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80.0 4- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 100.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2-3/4. 2 -1/2 2 -1/2 110.0 4- 0 2 -1/2 2 -1/2 1 -1/4 - 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS @ 6" O.C. STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (al 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 12" O.C. & DIRECT MOUNTS WI ANCHORS @ 6" OR 12" O.C. (TOP & BOTTOM) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 -5 11 -4 11 -4 40.0 8 -5 11 -1 11 - 50.0 8 -S 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 5.0 7 -2 9 -10 a - 0' 70.0 6 -7 9 -8 8 -8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 -4 150.0 3 -1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 ••• 4 -11 3 -3 200.0 2 -3 4 - 8 3 -1 TABLE 1 - STORM PANEL SCHEDULE NOTE: 01/27/99 10:44 FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ? ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE DAT A 0 BY PRODUCT CON 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q • 02.- 0 z 0 W a 0 0 co as (.6 x V w N W z c 0 • gl I a 0 • r, m a' fn 2 0 a u' a J LL J N l • in z • a � � a o m a o v1 J N O uut en m U' 2 a E u ( d.d9n b1 Vnc ch.ck.d 01 VJK crowing no. 1 99 -036 shoot 5 of 6 TWO - 5/16"• CALK -IN 0 3 -1 /8" O.C. WI 1" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. W/ S/16 -1B MACHINE SCREW GLASS OR DOOR EXISTING C.B.S. 01/27/99 10:44 EXISTING STRUCTURE SEE SEPARATION FROM GLASS SCHED. (TABLE 2) © 2" x 2 "x .093" STUDDED ANGLE - 2 "x3 "x1 /4 "x 0' -6" 6063 -T6 ALUM. ANGLE (TYP. TOP & BOTTOM) NOTt THIS OETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. TWO- 1/4 -20 MACHINE SCREWS ALT. LEG DIRECTION SCALE : 3" . J W .I J Z m 6.1- S � CC W O J W W I y N *12 SMS 0 12" O.C. '1 m ■ I 0 ta Z J Z B. X < Z 2" x 7 "x 9' -7" MAX. Tf.0.13 ", Tw.0.055" 6063 -T6 ALUM. LAP BEAM FASTENER. SEE ANCHOR SCHEDULE / REFERENCE CONNECTION - TYP! r z E N 2" x 2" x .OSS" 6063 -T6 CONT. ALUM. TUBE —1 EASED. U 2"x2'2.093' STUDDED ANGLE 1-- 1/4 -20 MACHINE SCREW 0 6" O.C. 1/4 - 0 RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK 0 6" O.C. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD * 72 PSF) (MAX. DESIGN LOAD s 72 PSF) SILLY STORM PANEL SUPPORT BEAM 0 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" . V -0' SCALE : 3" . 1' -0" 1/4 -20 S.S. MACHINE BOLT & WINGNUT (A PANEL MIDSPAN OR S1" O.C. MAX. MIN. 2' x 2" x .125' CONT. 6063 -T6 ALUM. ALLOY OR 18 GAUGE GAL V. STEEL ANGLE STORM PANEL © DIRECT MOUNT DETAIL o ALT. CORNER DETAIL SCALE : 3" = 1' -0" STORM PANEL l- 2" x 2" x .093" STUDDED ANGLE 1/4 -20 MACHINE SCREW STUD & WINGNUT 0 6" O.C. FOR TYPE I & II AND 0 12" O.C. FOR TYPE III 1/4 - * THRU BOLT 0 12' O.C. ANGLE TO ANGLE CONNECTION 1/4 "O RAWL CALK -IN p 11" O.C. W/ 7/8" MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW 1 -1/2" :. 1 -1/2" © SCALE : 3" . 1' -0" 2' x151x 1/8" 6063 -T6 ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD . 72 PSF) STORM PANEL BUILD -OUT ;61 2" x 2" x .093" ' ` 1/4 -20 M. :REW STUDDED ANGLE 1 STUD & w n 6" O.C. FOR TYPE .J (P 12" O.C. FOR T .ID 2" x 2' x .093" STUD ANGLE - APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DAT Aux- e 19 BY PRODUCT CO `IL DIVISiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C Z O 2- CU Z _z X 01 I Q M G . SL co O O CO io a C O 7 al • > v! a I- I.1. K IPROFES . I 2: PFL E Lict 00 No= drawn by Nc [chocked by>• Vac! SC AS NOTED � d.siOn by vac 01/24/91 ( dr awing no. 99 -036 •h..1 4 of 6 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2' x S 5•_0" 9• -5" Tw • .12S" 8' -o' 8' -1 2 " Tf • .125' x 9' 5'4 15• -li" Tw • .125" 8'-0" 13•-7" Tf • .125" N N i1 EMBED. 01/27/99 10:43 •■ MAX. 1/6" TILE E' (FINISH MATERIAL ran ! f 3/4" PLYWOOD 2" x 4" x 1 /8" CONT. ALUM. TUBE (6063 -T6) %---1______1/4"0 RAWL CALK -IN • 7' O.C. WITH 7/13" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /4 LAG SCREW • 12" O.C. W/ 1 -1/2" MIN. EMS. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER E L Iiii _ 1/2"6 THRU BOLT • 12" O.C. 7 — 1 /4 " O RAWL CALK -IN p 12" O.C. WITH 7/8" MIN. EMS. IN CONC. OR HOLLOW BLOCK OR 1/4 LAG SCREW • 24' O.C. W/ 1 -1/2' MIN. EMS. IN WOOD WOOD SMALL BE Of SPECIFIC GRAVITY "G" OF 0.55 OR GREATER ® 2' x 2' x 1/8' CONT. ALUM. ANGLE 6063 -16 (MAX. DESIGN LOAD s 72 PSF) "PASS THRU" DETAIL O SCALE : 3" . V -0" EXISTING CONCRETE OR HOLLOW BLOCK I• © r1 r GLASS p OR DOOR z JI - ® 2 "x2'x.093" ALUM. STUD ANGLE < a• X. *14 SM5 • 12- O.C. -/ STORM PANEL ALT. LEG DIRECTION Tw (MAX. DESIGN LOAD t 72 PSF) O K HEADER MOUNT DETAIL SCALE : 3" • 1' -0" TWO -1/4 "• THRU BOLTS 2'x3" a1/4 "x0• -8" 6063 -T6 ALUM. ANGLES FOR 2' x 9" x 1/8" BEAMS USE 2" x 3" x 1/4" x0' -8' 6063 -T6 ALUM. ANGLES FOR 2" x S x 1/8" BEAMS ALUM. BEAM (SEE BEAM / SCHEDULE BELOW FOR SEAM DESCRIPTION & MAX. HORIZONTAL SPANS) Tf THREE 1/4 "• CALK -IN ANCHORS • 3" O.C. W/ 7/8' MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3" MIN. EDGE DIST. USE THREE ANCHORS FOR 2' x 5 x 1/8 SEAMS TYPICAL FOR EACH ANGLE T 1/4" MAX. 2" x 2" x .093" ALUM. STUD ANGLE —1 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD a 72 PSF) O EDGE MOUNT DETAIL SCALE : 3" • 1' -0" 4 4 4 2" MIN. 1--e EMBED. 2 " - MIN. y 1/4 - 20 MACHINE BOLT & WINGNUT 0 6 - O.C. FOR TYPE ILIIOR 12" O.C. FOR TYPE III 2 "x2 "a.093"OR 2' x 5" x .093 STUDDED ANGLE —J X 5 /16" • RAWL CALK -IN 5" O.C. W/ 1" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW - 1 2 x S x 1/8 CONT. ANGLE 6061 -T6 ALUM. W/ 1/4 STUD 0 12" O.C. (MAX. DESIGN LOAD * 72 PSF) © ALT. TRAP MOUNT DETAIL SCALE : 3" • 1• -0" • 1/4 "6 RAWL CALK -IN 0 6 - O.C. W/ 1/4 - 20 MACHINE SCREW WI 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK STORM PANEL EMBED. I STORM PANEL 1/4 -20 THRU MACHINE SCREW ANGLE TO ANGLE CONNECTION 0 12' 0.C. 2' x 2" x .093" STUDDED ANGLE FASTENER. SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION "TYRQ 4" 2 "x1 /8 OR 2"x 5 x 1/B" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTE* THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANEL. (MAX. DESIGN LOAD a 72 PSF) ANGLE BUILD —OUT SCALE : 3" • 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE i a .e-L BY PRODUCT CONT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C lq - O2 -01., 2 CO W h- U 0 N a, < O6 N C 0 • l 0 0 N m In r N 6 N O J 0 o 040 . =a W CL 0 N N O E N I a ' > r„ < P IL in 0 Z W Y I Y 0 O I 4 < .6 x L a a 9� O design by VAC droving no. 99 -036 sheaf 3 01 6 (cn•u•d by I VAC SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR GLASS OR DOOR 444 U1 ee 3/0" ANGLE TO WALL DETAIL SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) - — r 01/27/99 10:43 N Z EMBED. PLYWOOD AND STUCCO FINISH EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE S' EXISTING STRUCTURE OCONT. — e WALL MOUNT SECTION SCALE : 3" = 1' -0" u _ MEM �i 2" x 6' P.T. W000 CONT. 1/4 -20 MACHINE BOLT & WINGNUT go 6" O.C. FOR TYPE 1 OR II OR go 12" O.C. FOR TYPE III PANEL TO ANGLE DETAIL CONT. 1/4 - 0 x 1 -3/4' S.S. LAG 12' O.C. W/ 1 -1/2" PENETRATION INTO WOOD E WALL MOUNT SECTION (BOTTOM) E SCALE : 3' = GLASS OR DOOR TWO 1/4'11 x 4 -1/2' S.S. LAG SCREWS 26 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 3:14TE,, THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO x 72 P.S.F. SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE Y 1/4 -20 MACHINE BOLT & WINGNUT 0 6" O.C. FOR TYPE I t II AND ({0 12" O.C. FOR TYPE III GLASS OR DOOR O N 2.,f3 12_ 4 EMBED SCALE : 3" = 1' -0" N:JW Q I W J Z W144 Jtal- J = Ij 0.� NO XIW= S n m NOTE; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4" MAX. WOOD CEILING/INSIDE MOUNT SECTION SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1' -0" SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. EXISTING STRUCTURE \-- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' a + 4 e - ` i a 4 fit e +.n FASTENER. SEE ANCHOR \ SCHEDULE. REFERENCE CONNECTION "TYPE r EDGE D1ST. a + 4 EDGE DIST I .1 , -, --- /FASTENER. SEE ANCHOR SCHEDULE CONNEC'I')ON'TYPE r CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" @CONT. 1/4 -20 MACHINE BOLT L NUT Q012"0.C. -\ ©CONT. (TYP. TOP & BOTTOM I SIDE CLOSURE RE0•0. (SEE PLAN VIEW) 0 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS ( i 3 CAN NOT BE USED IN COMBINAT WI M THIS DETAIL ALT. BUILD —OUT MOUNT SECTION 1/4 -20 MACHINE BOLT & WINGNUT (P 6- O.C. FOR TYPE I OR Il OR • 12" O.C. FOR TYPE III EXISTING STRUCTURE "-I/4-20 MACHINE BOLT A WINGNUT 0 6"-O.C. FOR TYPE I & II AND (P 12' O.C. FOR TYPE III 0 EXISTING STRUCTURE 1/4 MAX. THREE 1/4'0 WOOD LAG SCREWS W/ 2 - 1/4" MIN. EMBED. Es 24 O.C. MAX. W GLASS OR DOOR CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS 0 J 1 SEE HUN. SEPARATION (FROM GLASS SCHEDULE SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) O4 CONT. ©CONT. (TYP. TOP & BOTTOM t 1 -1/2" / 1 -1/2" (MAX. DESIGN LOAD a 72 PSF) EXISTING STRUCTURE — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPO 4 7 -1/4 -20 MACHINE BOLT & / i NUT 0 6" O.C. — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' EXISTING STRUCTURE 0 © SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" 1/4" MAX. N-1/4-20 MACHINE BOLT & WINGNUT p 6' O.C. FOR TYPE I OR It OR 0 12" O.C. FOR TYPE IN 1/4 -20 MACHINE BOLT & NUT p 6 "O.C. SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD —OUT MOUNT SECTION SCALE : 3" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER SMALL BE PERPENDICULAR — TO PANEL STUCCO FINISH OR PLYWOOD SOFFIT - 1114 SMS BETWEEN TRUSSES (l 12" O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA _ BUILDING CODE DAT ` 0 19 BY PRODUCT CO(4fROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q t-Ot ?_92 n 2 X f . JW Q +WJ Z. Z10 W'4< J id■ JI= I 'Paw O 0. Np X WI' 4 Nu X' w 1/4" MAX. CO t 1 as U W N W z I 3 -I ;0i I so I-1 ION C 0 • > • L 0 2 0 • 1 (design Dy vJx crowin no. 99 -036 sheaf 2 of 6 (checked DTI vJI 0 0 o ' r+ J W Z 4 0 . X < I 0: O LL .400' 7 .125" TYP. (TYP) FASTENER 012" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO no PS!. AND 0 8" O.C. FOR DESIGN LOADS GREATER THAN 110 PS!. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 01727799 10:42 2.016" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 1 1.170" 12.00" COVERAGE 13.50" TYPICAL ELEVATION - TYPE I PRODUCT MARKING PRODUCT MARKING LOCATION 2.016" TOP MOUNT PIECE 0.0 O. OR C) PLAN VIEW ©1- xr TUBE IL FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE O OR ® OVERLAP FASTENERS j TYP. (SEE NOTE M 6) - "- ALUM. ANGLE CLOSURE PIECE: r x 2" x .055" MIN. TO 2" x 5 " x .055" MAX. (OPTIONAL LOCATION) .063" ITYP.)). 1 7 d - 1/4 -20 x 3/4" MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) o • -.093" TYP. • I 2.016" ! .75 "I 6.00' COVERAGE (TYP) WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION -TYPE II EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING PLAN VIEW SCALE: 1 -1/2" = 1' -0" TOP MOUNT. PIECE O OR © �-- OR DIRECT MOUNT W 07 0 0 W PLAN VIEW © 1" x 1" TUBE & FASTENERS (SEE PLAN VEW & NOTE 6) BOTTOM MOUNT PIECE O OR p OR DIRECT MOUNT J 112 (TYP 2 � - 250 • N a, U I -4` 2.00" y "h" HEADER SCALE : 3" = 1•- 0" 16 GA. (TYP) 1.00" � •-■■-.," © 16 GAGE STEEL TUBE SCALE : HALF SIZE WIDTH UNLIMITED I -- (PERP. TO PANEL SPAN) SECTION • a r- r ER SPACING REQ. FOR DIRECT MOUNT ,- TOP MOUNT PIECE O OR O OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR C OR DIRECT MOUNT TYPICAL ELEVATION - TYPE III 0 FASTENER L TUBE REQUIRED TO HOLD PANEL SEAMS TO ti[SE MOUNTING CONDITIONS. 1/2" OVERLAP -L ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .12S" MIN. TO / 2" x S" x .125" MAX. 2 o 0.090" (TYP) ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. Fl. DADE COUNTY PRODUCT CONTROL APPROVED 185" x.307' ' .666" 2.000" ® OPTIONAL ANGLE SCALE : 3" = V- 0" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY, 0.063" THICK. WITH A MIN. Fy (BEFORE ROLLING) OF 26 KSI. ALL EXTRUSIONS SMALL BE 6063 -T6 ALUMINUM ALLOY, U O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OR II PANELS LESS THAN 101" HIGH SMALL BE FASTENED AT OVERLAPS, AT MIDSPAN, W/ 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1" x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE I OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 - 1/2 ". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I L II. FOR PANELS SPANS LESS 7MAN 33", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS, NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION ICTG TEST REPORTS No. 95 -006, 96 -007 L 96 -007R. 9. TOP 2, BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. FASTENER 0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND A 0" O.C. FOR OESIGH_ 1 LOADS GREATER THAN 110 P.S!. APPROVED AS COMPLYING WITH THQ / - B L OCK O W O O O D T FRAMI N G W SOUTH FLORIDA BUILDING CODE , j HI DAT A' t 19 BY PRODUCT C ROL DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g 0 T!. r� 1 N' C I 0I 0 „I' >I M I V.J. 1 PROFES I FL L PE 0 al O 0: tA 0 a 07 2: 0: a I < I W 0: a < Z W Y O I 4 '0 K I • r Not tr.- 01/26/19 I Ica • -drown by AS NOTED MC I design by I checked b1J VJK I VJIC drawing no. 99 -036 sheet 1 of 6 99$ CONSULTING ENGINEERS • PRODUCT TESTING MAX. PANEL ON description _ . ON PAGE S FOR MAX .., T a n = a 0 0 o ' r+ J W Z 4 0 . X < I 0: O LL .400' 7 .125" TYP. (TYP) FASTENER 012" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO no PS!. AND 0 8" O.C. FOR DESIGN LOADS GREATER THAN 110 PS!. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 01727799 10:42 2.016" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 1 1.170" 12.00" COVERAGE 13.50" TYPICAL ELEVATION - TYPE I PRODUCT MARKING PRODUCT MARKING LOCATION 2.016" TOP MOUNT PIECE 0.0 O. OR C) PLAN VIEW ©1- xr TUBE IL FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE O OR ® OVERLAP FASTENERS j TYP. (SEE NOTE M 6) - "- ALUM. ANGLE CLOSURE PIECE: r x 2" x .055" MIN. TO 2" x 5 " x .055" MAX. (OPTIONAL LOCATION) .063" ITYP.)). 1 7 d - 1/4 -20 x 3/4" MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) o • -.093" TYP. • I 2.016" ! .75 "I 6.00' COVERAGE (TYP) WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION -TYPE II EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING PLAN VIEW SCALE: 1 -1/2" = 1' -0" TOP MOUNT. PIECE O OR © �-- OR DIRECT MOUNT W 07 0 0 W PLAN VIEW © 1" x 1" TUBE & FASTENERS (SEE PLAN VEW & NOTE 6) BOTTOM MOUNT PIECE O OR p OR DIRECT MOUNT J 112 (TYP 2 � - 250 • N a, U I -4` 2.00" y "h" HEADER SCALE : 3" = 1•- 0" 16 GA. (TYP) 1.00" � •-■■-.," © 16 GAGE STEEL TUBE SCALE : HALF SIZE WIDTH UNLIMITED I -- (PERP. TO PANEL SPAN) SECTION • a r- r ER SPACING REQ. FOR DIRECT MOUNT ,- TOP MOUNT PIECE O OR O OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR C OR DIRECT MOUNT TYPICAL ELEVATION - TYPE III 0 FASTENER L TUBE REQUIRED TO HOLD PANEL SEAMS TO ti[SE MOUNTING CONDITIONS. 1/2" OVERLAP -L ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .12S" MIN. TO / 2" x S" x .125" MAX. 2 o 0.090" (TYP) ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. Fl. DADE COUNTY PRODUCT CONTROL APPROVED 185" x.307' ' .666" 2.000" ® OPTIONAL ANGLE SCALE : 3" = V- 0" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY, 0.063" THICK. WITH A MIN. Fy (BEFORE ROLLING) OF 26 KSI. ALL EXTRUSIONS SMALL BE 6063 -T6 ALUMINUM ALLOY, U O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OR II PANELS LESS THAN 101" HIGH SMALL BE FASTENED AT OVERLAPS, AT MIDSPAN, W/ 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1" x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE I OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 - 1/2 ". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I L II. FOR PANELS SPANS LESS 7MAN 33", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS, NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION ICTG TEST REPORTS No. 95 -006, 96 -007 L 96 -007R. 9. TOP 2, BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. FASTENER 0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND A 0" O.C. FOR OESIGH_ 1 LOADS GREATER THAN 110 P.S!. APPROVED AS COMPLYING WITH THQ / - B L OCK O W O O O D T FRAMI N G W SOUTH FLORIDA BUILDING CODE , j HI DAT A' t 19 BY PRODUCT C ROL DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g 0 T!. r� 1 N' C I 0I 0 „I' >I M I V.J. 1 PROFES I FL L PE 0 al O 0: tA 0 a 07 2: 0: a I < I W 0: a < Z W Y O I 4 '0 K I • r Not tr.- 01/26/19 I Ica • -drown by AS NOTED MC I design by I checked b1J VJK I VJIC drawing no. 99 -036 sheet 1 of 6 99$ CONSULTING ENGINEERS • PRODUCT TESTING MAX. PANEL ON description 11/x3 ...4.„)„, h. " (2, 3 ,,,,A 3S N 5") - . L -IS 3c1 1 X q 0 , •••■••■■1110B , :" ... t .. ■■ ■■ Op / ,s fp, it- t io, 1 I \-,.--- a 3 Sx.ci- -fl- 3q 4' ?,0,42...+- fl.oi lc,.' - 6 t. c oi x3(1 3 _) 1/4...- C q'two-i 3(/ Ts ctsi v4of 3ss(il., _ ___ _ _ ____ _ _ ___ _ STCME * \ Ph 7 - C.) CJSTCMER NAME: k/'• 1/N t c2 , • r GI\ s. ELILZING WINCCW ABCVE GRAC= it \ S:1,1 i LNGTri. =X C:2F 1 i =cr.:Lc-7. a 3 .5 A c cont.. BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 DEG. EXPOSURE C MEAN ROOF ELEV FEET MAX. DESIGN LOADS -PSF EXT. ( +) INT. - 15 45.1 61.5 25 2.4 30 55.2 75.3 35 57.5 78.4 40 59.7 81.5 DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 10 SQ. FT. RESIDENTIAL CONSTRUCTION ONLY NOTES: LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. ENGINEER'S SEAL COVERS THE WIND LOAD REQUIREMENTS FOR VARIOUS BUILDING HEIGHTS. SELECTION OF LOAD /HILIGHT NOT BY THE ENGINEER. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAR000 CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 a f c (AFC -07j Attn: Building Official: This letter authorizes \1A1 Sincerely, Kevin P. Kennedy President Aflanfic Shuffers, Inc. iliiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels > Accordions D Roll -ups No. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 99- 0208.02. Aluminum Storm Panels at the following job: 15421 West Dixie Highway, Bay 23 > N. Miami Beach, FL 33162 (305) 945-7277 D Fax: (305) 945 -1131 to use our .063 MIAMI-DAD E PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 N. Miami Beach FL 33162 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0208.02 Expires:03 /26/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/04/1999 Internet mail address: postmaster @buildingcodeonline.com 4: i rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No.: 99- 0208.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 0 4 1999 03/26/2001 1. SCOPE This approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -036, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 26, 1999, sheets 1 through 6 of 6, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. P Helmy A, P.E. - Product Control Examiner Product Control Division 2of3 Atlantic Shutters, Inc. ACCEPTANCE No.: 99- 0208.02 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3 APPROVED MAR 0 4 1999 EXPIRES • 03/26/2001 No. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the SSA / 6.8" Accordion Shutter under number 99- 0524.01. This letter authorizes KPK CONSTRUCTION to use our SSA / 6.8" Accordion Shutter at the following job: Sincerely, Kevin P. Kennedy President Aflanfic Shuffers, Inc. iliiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels D Accordions > Roll -ups 15421 West Dixie Highway, Bay 23 D N. Miami Beach, FL 33162 (305) 945 -7277 Fax: (305) 945 -1131 MIAMI-OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 North Miami Bch FL 33162 Your application for Product Approval of: SSA / 6.8" Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0524.01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Expires:07 /29/2002 Approved: 07 /29/1999 Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No. : 99- 0524.01 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUL 7 9 1999 JUL 2 9 2002 1. SCOPE This approves an Aluminum 6.8" Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum 6.8" Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -904, titled " 6.8" Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated December 8, 1998, last revision #1 dated March 19, 1999, sheets 1 through 6 of 6, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum 6.8" Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. ofakar, P.E.- Product Control Examiner Product Control Division 2 of 3 Atlantic Shutters, Inc. 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3 of ACCEPTANCE No.: 99- 0524.01 APPROVED JUL 2 9 1999 EXPIRES JUL 2 9 2002 fl Helmy A. akar, P.E.- Product Control Examiner Product Control Division • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. \ " 32_O\ O \ Q Q STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. o 1. Legal description of roperty and street address: 91\ �Q( - �C�. `�� L,'Q 3-9 6( 3 2R � Sic • m r � ( sc�-c Q- ' . { 2. Description of improvement: ner(s) name and address: Interest in property: \0 L tLAC 9., Name and address of fee simple titleholder: 4. Contractor's namf and address: h @_Q A ei N(xoi 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Name Ed &..) t,� . . V ✓t51I 1 Sworn to and subscribed before me this iZ G day of F , 1,67 A. Notary Public Print Notary's Name My Commission Expires: ® .� LEE C. PICKER tk � COMMISSI r� : CC7746p4 �MA CI\ t� a3 EXPIRES S, 02 k 2p p 1 j y fiO NDED TH RO C��,V` ADV ANTAGE NOTAR By SIN T= y r r:.GROA, COUWV O'F' DADE I HERESY CERTIFY that this is a du of the n(in al / /led in this office on T 11_ WITNESS my hand and HARV fr RUj!Iii', CLEW day of , b 20 34 coral SEAL. Ci i m4� e nd County Qcurts .C. 018092424 2001 FEB 27 12:03 ared bv: 123.01.52 2/93 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - 47-of Job Address 2 \( 1v � Sk ' Tax Folio \ \ 2 V`Na - - Z \C Q t{ Q Cj Legal DescriptionRb - ice\ Lc &A-- P 3 Historically Designated: Yes No Owner/Lessee / Tenant F (S\ c.. _S , .,„+. c�� v. Q , Master Permit # V 3 0 Owner's Address 2Q1/4. cci. cA \ \iN S ( tZ Phone (3 7 43 \ � , S\ `"+ C Contracting Co. � Address x. , ik E ■ F5s *," YV � u Q ualifier �p V l ` 1 ��Q,�r�,f1. Q �i SS# U � ,Ja'lo V r�C �/� State # Municipal # Competency # 1 Ins. Co. Architect/Engineer & P2-Q..1. 0 - fi pf'.� • Address t2-k0'Q A. V.v 1r Bonding Company Mortgagor ` Address Permit Type (circle one)&BUILDING ;ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK D S CRIPTION Square 1 7 4 9 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. .2 Fr Notary as to Owner and/or Condo President My Commiss*$wpires: Date Address FEES: PERMIT /l) / RADON APPROVED: Zoning Bull Mechanical Plumbing 0 NOTARY Estimated Cost (value) ' ()\ Signature of Contractor or Owner- Bmblder &VWAW i46 Nooary as to Contractor or Owner - Builder My Commission Expires: Electrical BOND Date Date Structural Engineer