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SHUTTERSa • • • f) /10 /fl7 15.7n NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP I ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1.. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050 " ALUMINUM STORM PANELS ONLY. Approved as complying with tie Florida Raiding code Date Q2 /2.( 2002 NOM/Or O 3) QZ Miami Dide Product Control Bich' By Ui Z� op- w u t-0 Q o - o U O . sac <C, se- U - 0 > •j Wm Z Yu 2 _ Q a Q � ¢ 0 0 0 a 0 3, • .t 0 0 VI W z 0 0 0 • V.J. KNE2 H !row ESSIO EER FL.L a "No: P - • •` 0983 9 2002 03/06/01 1 dr•vn er ?WI pn DT (lh•cf. vol l V1K ar•ving no. 00 -380 f sheet 10 of 10 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) (PSF) L MAX. (FT -IN) 4 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9 - 8 50.0 9 -5 55.0 9 -2 60.0 8 -9 62.0 8 - 7 65.0 8 -5 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7 - 3 80.0 6 - 10 90.0 40.0 3- 0 100.0 3 1 -1/8 110.0 2 3 112.0 5- 0 ,. 2 120.0 1 -3/8 7 -0 130.0 3 1 -5/8 140.0 m 3 150.0 10 - 0 - 3 -3/4 160.0 3 -1/2 50.0 170.0 2 3 180.0 4 - 0 2 190.0 1 - 1/4 5 -0 200.0 3 a • • • f) /10 /fl7 15.7n NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP I ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1.. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050 " ALUMINUM STORM PANELS ONLY. Approved as complying with tie Florida Raiding code Date Q2 /2.( 2002 NOM/Or O 3) QZ Miami Dide Product Control Bich' By Ui Z� op- w u t-0 Q o - o U O . sac <C, se- U - 0 > •j Wm Z Yu 2 _ Q a Q � ¢ 0 0 0 a 0 3, • .t 0 0 VI W z 0 0 0 • V.J. KNE2 H !row ESSIO EER FL.L a "No: P - • •` 0983 9 2002 03/06/01 1 dr•vn er ?WI pn DT (lh•cf. vol l V1K ar•ving no. 00 -380 f sheet 10 of 10 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) LOAD(W) (PSF) BAR NO BAR NO BAR 30.0 3 -.0 2 3 1 -1/8' • 4- 0 2 3 1 -1/4 5 -0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 . 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 ,. 2 3 1 -3/8 7 -0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 - 3 -3/4 3 -3/4 3 -1/2 50.0 3 -0 2 3 1 -1/8 4 - 0 2 3 1 - 1/4 5 -0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8' , 3- 0 2 . 3 1 -1/8 4- 0 ` • 2 3 1 -1/4 • 60.0 5 - 0 2 3 1 -3/8 7 -0 2 3 1 -7/8 8 -8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 3 -0 2 3 1 -1/8 4-0 2 . 3 1 -1/4 70.0 5- 0 2 3 1 -3/8 6 -0 2 . 3 1 -7/8 7 -0 3 3 3 8 8 3 -3/4 3 -3/4 3 a • • • f) /10 /fl7 15.7n NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP I ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1.. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050 " ALUMINUM STORM PANELS ONLY. Approved as complying with tie Florida Raiding code Date Q2 /2.( 2002 NOM/Or O 3) QZ Miami Dide Product Control Bich' By Ui Z� op- w u t-0 Q o - o U O . sac <C, se- U - 0 > •j Wm Z Yu 2 _ Q a Q � ¢ 0 0 0 a 0 3, • .t 0 0 VI W z 0 0 0 • V.J. KNE2 H !row ESSIO EER FL.L a "No: P - • •` 0983 9 2002 03/06/01 1 dr•vn er ?WI pn DT (lh•cf. vol l V1K ar•ving no. 00 -380 f sheet 10 of 10 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REO'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE I LOAD (W) PSF MAX. (SEE NOTE .1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION _1 TYPE 2 3 4 • 5 CONNECTION 1 TYPE 2 3 4 5 000M 4 8 12 12 12 12 12 12 12 td 12 11 12 9 7 12 8 6 2 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 1 1/4 - o a MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBEDMENT SMEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN _ 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 4 8 12 12 11 12 12 12 12 8 12 11 12 9 6 12 ' 8 6 2 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 yt IMMIAV 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 7 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 7 /16'e WOOD BUSHING W/ 5/8" MIN. EMBEDMENT & 1/1.-20 STAINLESS STEEL MACHINE SCREW 92 12 9 6 12 8 12 6 4 12 6 12 6 1. 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 1. 12 6 ,4 4 8 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 6 2 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 E0111ME1 lrtt11 6 7 12 12 12 12 12 12 11 10 12 9 12 . 6 8 12 7 1 /4'0 ELCO MA1E/ FEMALE "PANELMATE" W/ 1 - 7/8 - MIN. EMBEDMENT & 1/& - 20 MACHINE SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12. 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 • F • 1 • 02/19/02 15:18 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IJ4 TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G -0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7.MA<CHINE 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REOUIRED FOR DIRECT MOUNT (n1 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 0 KEYHOLE WASHERS ARE USED. Approved as coal plying with the Florida Balding code Date • 2 MO -. Cootral M( Dade Prod BY 2 _ Z J Q2 00 to O G •1 0 • • • • ii I • • e a 0 Y� V.J. KN pR0RssI FL LI ^ = No: PE ' ' • 983 (scale OT[o J(ar...n by O.upn by rocked b VD! Or•rIn0 no 1 00 -380 , sheet 9 of 10 1 1 EER ASSOCIATES. ING. KNEZEVICH FASTENER ANCHOR SCHEDULE FOR — MAXIMUM VARIOUS DESIGN SPACING (INCHES) REQUIRED LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5 —6 (SEE NOTE 1) SPANS UP TO 7 — 6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE .2 3 4 5 HOLLOW CONCRETE BLOCK E . ITW T.APCON OR EL TAPCON W/ MIN. EMBEDMENT 4 8 12 12 9 12 5 12 9 7 12 3 8 6\ 3 I N I 1,1 6 \k\ 62 12 10 7 12 4 9 3 5 9 3 5 6 7 11 7 6 11 3 8 33 5 B 6 � �\ 3 _ 3 3 3 3 \ N 1 /L "0 1/4"0 1 - 1/4" 71 11 5 6 11 3 8 � \ 4 8 \ \ 6 6 6' 6 92 8 3 5 8\ 6 3 5 5 112 7 4 6 6 6 . 3 5 3 200 6'�\ 3 5 '\\ *E1111111001111111.1M. * DEPULTala> 1 /4'•• ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EmBEDmENT L 1/4 - 20 MACHINE SCREW WITH NUT 4 8 12 12 12 12 8 12 12 10 12 6 12 5 7 12 4 62 12 12 10 12 6 12 6 7 12 4 10 3 5 — 8 3 6 7 12 11 9 12 5 12 S 7 12 4 10 3 5 8 3 72 12 9 9 12 5 12 4 6 12 4 10 3 5 8 3 92 12 4 7 12 4 10 3 5 8 3 10 3 5 B 3 112 10 3 5 10 3 10 3 5 8 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 J 8 3 1 /4 "s W/ 7 1 1/4 STEEL - IN 4 B 12 12 10 12 6 12 10 7 12 5 11 8 B\ 4 7 5 4 4 11 6 6 \ 3 62 12 12 8 12 5 12 5 5 12 3 3 1'j1�►1� Il llI DOWERS CALK /e" EMBEDMENT A STAINLESS MACHINE SCREW 6 7 12 9 7 12 4 11 4 5 11 72 12 7 6 12 4 10 3 S 10 3 8 4 6 \ ` \\\ \ N 92 11 4 5 11 3 8 8 8\ �\ \` \ \\ 4 4 4 6 6 6\ ♦\ 8\ 8 .\\ 4 4 4 6 6 6 112 9 1\ 4 4 8 6\ 200 8\ ` 40 17 1: 1 2 10 7 12 12 5 4 11 9 7 3 3 7 5 11 9 33 --- \\ 8 6 6 3 7 . ,\ 5 8 5 1 O NI NI N \\ \ \ � 4. 4 4 ( 6 7 1' 11 0 7 11 3 3 8 7 33 "" ' .- 5 4 8 7 , RAWL .POWER ZAMAC M8( ME, _ . 3 6 10 5 8 6 \ 4 5\ S `\ ' 4 4 I NI N 6 6 4 4 6 \ 5 6 4 6 , \ • 4 6 4 5 It l 1/4'• a am OYNABOLT ANCHOR 4 9 12 12 8 6 12 12 6 5 12 11 10 4 6 4 12 11 4 3 10 8\ 4 \ 4. 3 10 6 3 .C . 62 12 12 lmuml -.....j 67 12 12 10 9 6 12 4 10 4 4 10 3 8\ ./ 3 6 ITW RED HEAD SLEEvE e" MIN, EMBED. EMBED. 72 92 7 3 5 4 12 10 1. 3 9 B 3 \ 4 3 3 3 9 6 6 6 3 \ 8\ 8 8 3 6 ' � \,� .. \ \� _ 3 3 3 6 6 6 112 _8 _ B �\ \\ 3 3 7 6 \ 8 8 N \\ s 200 I"�n1X1,I�11��f�` _40 ,_62 - 67 _ 72 . 92_ 112 200 1L j 12_ 12 12 10 9 12 12 12 7 12 11 10 12 5 N °1 I °'I °1 r/ )///// // rI N Nt 17 7 7 7 i 'I inl mi A IAN P1 2J 1 A 10 12 -sI 12_ J2.. ,1_ ,2 9 9 `` 7. , j I' /,I��'i rt r COI w N� 12 12 . 11 7 7 C . ''° — 3_ _3_ 3 9 12 1 2_ 12_ 9 1 /4•'0 ASHLEY OUICK -SET SCREW MIN. 1 EMBEDMENT • I 9 rI NINI 7 5 7 3 I 9 S 7 3 KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1110 N. UNNERSITY ORNE, EUMTE 110 • COW LAUDERDALE. iL um TEL: ISOII 362.21100 • FAX: IMrI 302.21/41/11 • FLORIDA COA /MOS WEBSTTE: www.I 1EZEVICH.000 • (.MAIL• KPM%IE2EwCM.COM COPYRIGHT 0 2001 KW!ZEVICN 6 ASSOCIATES. INC. cn v • revisions d...rl.tl.• 01111/..011AWIN3 Ns. 10.111 1A001fTIWI A Kee Ce S0N11 . COUNTY C0* ENTS • e 11 dots 111 /6A /1 0411 /01 3,111,.2 wx rA . ANCHOR NOTES: ' 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 1 0.050" ALUMINUM STORM PANELS MADDEN fvianufacturinp F2(554)4600561 STOW m/NELS • wee* CR0011CTS •!•IIIOfI�OIfneitYL311 n 0 • A • FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE • ANCHOR TYPE LOAD (W) PSF- MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5' - 6" — (SEE "NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 . 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE —____MA=11:1- 1/4 "0 ITW TAPCON OR 1/4••• ELCO TAPCON w/ 1 - 314•• MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 48 12 12 12 12 12 12 12 12 12 11 12 9 10 12 e 62 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 67 12 12 12 12 11 12 9 10 12 8 12 6 8 12 6 72 12 12 12 12 10 12 8 9 12 7 12 6 8 12 6 92 .12 9 10 12 8 12 6 B 12 6 12 6 8 12 6 112 12 6 8 12 6 12 12 6 6 8 12 6 6 12 12 6 6 8 12 12 6 6 200 12 6 0 12 6 8 12 B * glIIMERllllIML * EDlllllllllll 1›. 1/4 "• ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 3/4 MIN. EMBEDMENT IL 1/4 -20 MACHINE • SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 4 8 12 12 12 12 ,z 10 11 9 8 12 12 12 7 6 5 12 . 12 12 11 s 4 8 6 12 12 5 4 4 6 12 4 3 62 67 6 12 4 9 4 7 3 72 12 8 7 12 S 11 4 S 11 3 9 4 7 3 92 12 4 6 12 4 9 4 7 3 9 4 7 3 112 200 10 -- 3 5 9 3 9 4 7 3 9 4' 7 3 4 7 3 9 4 7 3 9 4 7 * minim !I 1/4•'• POWERS CALK W/ 7 /e° EMBEDMENT L I/4 - STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) ' - IN 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 67 12 12 12 12 11 .12 10 9 12 8 12 6 7 12 - 6 72 12 12 11 12 11 12 8 8 12 8 12 6 7 12 6 92 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12 6 4 8 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 62 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 ( q 1/4 NAIL MIN. (MIN. 3.000 D "m POWERS RAWL2AMAC -IN W/ 1 -1/e" EMBEOMENT • • P.S.I. CONCRETE) 67 12 11 9 f 12 S 12 4 7 12 4 10 3 5 8 3 72 --- - -92 12 -- 12- 8 • 9 —�. 7 12 12 N 12 — 10 4 • —'--- 3 6 5 12 43 In I PI 10 - --- 10 3 3 an 8 -- 8 3 3 112 10 3 5 9 3 10 3 5 8 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 8 i 10 3 5 8 3 Al 1/4 - . DYNABOLT ANCHOR (MIN. 3.000 4 8 ' 12 12 12 12 12 12 12. 11 12 9 12 7 7 12 6 6 2 12 12 11 12 9 12 9 8 12 7 12 4 6 12 5 num-• 67 12 12 10 12 9 12 7 7 12 6 12 I. 6 12 5 ITW RED HEAD SLEEVE w/1 -1 /e" MIN. EMBED. P.S.I, CONCRET 72 12 12 10 12 8 12 6 ' 7 12 6 12 4 6 12 5 92 12 7 7 12 6 12 4 6 12 5 12 4 6 12 5 112 12 5 6 12 5 12 4 6 12 5 12 4 6 12 5 200 12 4 6 12 5 12 4 6 12 5 12 4 6 12 5 ft:=1MAIIIIM 1/4 "a ASHLEY OUICK - SET SCREW MIN. (MIN. 3.000 P.S.I. CONCRETE) 4 8 12 12 12 12 7 12 11 10 12 5 12 4 7 12 4 62 12 12 10 12 6 12 12 5 4 7 7 12 12 4 4 9 9 \• 5 5 7 7 3 3 67 12 10 9 12 5 72 12 8 9 12 12 5 4 11 9 4 6 5 11 7 3 3 9\ 9 \` 5 5 7 7 3 3 92 12 4 7 112 — 10 9 ,,� 3 A.� 5 5 9 __. 7 _ 3 3 9 _ 9\ \c.\ 5 5 7 7 3 3 9 9 \ ' \` 5 5 7 7 3 3 200 1/1. '• DROP SIDEWALK HEA01 MIN. (MIN. 3,000 --- . - .74.71-f,, �" "" • 60 12 12 12 12 12 12 12 12 12 12 12 12 9 12 11 62 12 12 12 12 12 12 12 10 12 11 12 12 I ri 1 _7 7 „ 12 12 8 8 67 12 12 12 12 12 12 12 10 12 11 POWERS BAWL - IN 7. 1/4 - 20 BOLT 13/4 w/ 1 - 1/4" EMBEDMENT P.S.I. CONCRETE) 72 12 12 12 --- 9 8 12 12 — 12 12 10 9 12 11 9 12 10 12 7 7 12 8 92 12. — 12 12 -- 8 12 7 7 12 8 12 7 7 12 8 112 12 7 7 12 0 12 7 7 12 8 200 12 7 7 12 8 12 7 7 12 8 12 7 7 12 8 /33 qxzwz> c ; g . J .a to a ,J . I. • e d q eti revisions in E .I. /.11 0 07/011. l.1 91/1 7 07/10/02WA 1 I L f to r.A..IrII.. r 'vet Puty. 611AWIN6 N.. 111-110 vA a001ESTI116 1 ICCO COwlNT1 CouNtr COMMENTS ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050" ALUMINUM STORM PANELS NP( 23•d 9.rL6( Pelf COW Beak FL 3.069 Rat (454) 915-151) min fat (454) 460-0561 STORM PANELS • IIAA/CW PPOpUCIS ■•i.TlC1ALI.C1816i.i1L76 MADDEN KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT 1260 N. UNNERSIT/ ORNE, SUITE 190 • FORT LAUDERDALE. FL 33322 TEL M1)362.2800 • FAX: (06.) 3112.2980 • FLORIDA COA 53706 WEBSITE: vNNW.101E2EYICH.000 • EMAIL: KA®I0 VICbtCOM rCOPYRIGHT 0 2001 KNEZEVICH a ASSOCIATES. INC. ka EMBED. 1 1 -1/2" MIN - -GLASS OR DOOR SEE TABLE 2 O ALT: TRAP MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 132/.12/02 09:55 2" MIN. f . � 1/4"0 RAWL CALK -IN p 4" O.C. GLASS w/ 7/8" MIN. EMBED. II CONC. OR DOOR - - OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION pa 12" O.C. FOR PANEL a 8' -8" AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" s EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. -J co a W CONT. E J DETAIL AE E J FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER•OR . U " HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" b d I SEE MIN. SEPARATION 1" x 2" FROM GLASS SCHED. 2- x 2- x 0.055" 6063 -T6 ALUM. TUBE TABLE 2 2 "x4 2" x 5" OR 2 x 4 OR 2 x 6 P.T. WOOD BLOCKING ,—SEE TABLE 2 i / F1 b l\ d I . E J \ X 1/4 "0 MACHINE BOLT (al 6" O.C. \--1/4 "0 RAWL CALK -IN (0l6" O.C. L-1/4 -20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN CONCRETE 8 WINGNUT @ 12" O.C.: OR BLOCK OR @ 6" O.C. FOR PANEL LENGTHS GREATER THAN NOTE: 1. THIS DETAIL MAY BE USED AT (TYP. TOP 8 BOTTOM) TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD —OUT SCALE: 3" = 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125 " [WARE 1 HEAD /16" 5/16" I.D. AND / 1/2" O.D. x 3/16" MINIMUM NYLON N BUSHING UT OR (GALVAN 1/4 -20 IZED) 1 MIN. ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE I 2 "x 3"' 2" x 41 x 1/8" 2" x 5" 6063 -T6 ANGLE --.� FASTENER, SEE ANCHOR SCHEDULE REFERENCE \ CONNECTION"TYPE 3" ILl a, EMBED. � �/ /I GLASS OR DOOR— E 104 ". I ' 6:CONT i F INAL LOCATION OF STUD i USE 12 R 13 WITHQ!,*. 1/6 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD I 1/4 -20 MACHINE BOLT 8 WINGNUT p 12" O.C. OR (al 6" O.0 FOR PANEL( L NON- STRUCTURAL LENGTHS GREATER THAN 104 ". (TYP. TOP 8 BOTTOM) \ y I -- L® 2-1/2* - EXISTING BLOCK. OR WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O AC STORM PANEL BUILD —OUT SCALE :• 3" = 1' -0" Approved u complying w•Itb Ibe Florida Bolding Code Dote 03/21 /Zc02 NOANOI 0 Miami Dide Prodott Control Divide By �--•' =' ® C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. L „I-a) 1/2" 0.D. x 1/4"1.0. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.)- Ui Z; tY1 W v ° 0 U 0. Cam Mix Q co 2 - x 2 0 > z W N W Z = Y 351 to . V.J. KN SSI o3NE[R (Cosign Dy cnacw.a o v.nt V.01 Oravinp no. 00 -380 sheet 6 of 10 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON,TYPE OF STRUCTURE) 02/12/02 09 :54 00 SEE TABLE 2— GLASS OR DOOR- 1/4-20 S.S. BOLTS W/ WINGNUTS @ 24 0.C. MAX. (TYP.) ANGLE MAY VARY MBE ,—NON- STRUCTURAL FINISH 6 "' MAX 1 1 MATERIAL BRICK OR WOOD 1 1 1 11 1 f 1 11111 . 111 _ 11 I I'IIi 1 1111' 1 1111 / 11111 � E (MAX.DESIGN LOAD : 61 P.S.F.) ® WALL MOUNT SCALE : 3 " = 1" -0" .5 1/ O ALT. CORNER DETAIL SCALE : 3" = 1' -0" ELCO ('T.V.A.S.) PANELMAI'E' FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION 2" -1/ 2" n 1/ 4" MAX. • io = 0 t z W J 6" 1/2" r • 1/4" -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1 -0" 2"" x 2" x 0.125 "" CONT. TO4 "x1."x0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" 1 GRADE 40, GALV. STEEL ANGLE 3 /8 "m HOLE FOR FASTENING PANEL 2" x 2 "" ALUM. STUD ANGLE GLASS OR DOOR SEE TABLE 2 ' FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8"" MIN. EMBED. IN CONC. Cal 4" 0.C. STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 P.S.F.) EDGE MOUNT DETAIL SCALE : 3" = PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 1/4 -20 S.S MACHINE BOLT AND NUT (a1 12 "" 0. C . \-1/4"" 0 POWERS CALK -IN 4'" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 5 "x1 /8 "CONT. ANGLE 6061 -T6 ALUM. 8"' x 3 x 1/4" ALUM. ANGLE 1/4 " -20 STUD W/ NUT Cal 6"" 0.C. r2" x 3 "" x 1/8" / ALUMINUM ANGLE 1- 1/2' " , : 1 -1/2"" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. T ■ z SEE TABLE 2 GLASS OR DOOR— SEE TABLE 2 EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING z f LASS OR DOOR i1/2" MAX. (MAX. DESIGN LOAD : 72 P.S.F.I U "PASS THRU" DETAIL U SCALE : 3" = NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 7 2.0 P.S.F. O HEADER MOUNT DETAIL SCALE : 3 "" = - 3/4" PLYWOOD 11 2 1- z J J 2 2 "' x ANGLESTUD . t 1 1 MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT ALUM. TUBE (6063 -161 1/4 POWERS CALK -IN (l 6" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"o LAG SCREW 12 "" 0.C W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 "0 THRU BOLT (ASTM A 325) Ca 12" 0.C. POWERS CALK -IN Cal 12" 0.C. 1 ► WITH 7/8" MIN. EMS. IN CONC. OR ■ HOLLOW BLOCK OR 1/4 "0 LAG SCREW Cal 24" 0.C. W/ 1 -1/2" MIN. EMB. IN W0010 '-2 "" x 2" x 1/8" CONT. ALUM. ANGLE 606 -T6 1" x 2" 2 x 2' x 0.055" 6063 -16 ALUM. TUBE 2" x 2" x 5" OR2'x " 0R2 "x6" P.T. W000 BLOCKING REFERENCE R CONNECTION "STCYPE 2" 1/4" MAX. Approved as complying with the Floridi 8uidin Cod/ CONT. W DteA2, /ZITY2 m NOA011nL • Mami Dade Product Contr DA- •n N E J w ] a Q2 . ¢ 00 in t n O O giaMignaiMirailaM V.J. KNEZE P'OFESSIO - X6 - - t11 FL LI : n No; -PE , • 983 a stela AS NO TEO ie t_33, 4 ) O • 0 i 0 • ' • 1 2002 3/06/01 dr.wn ey Ay (asign b .o.•k eyI t vi VJMI drawing no. 00 -380 ; 5 7 e t 5 ;1 10 SEE TABLE 2 GLASS OR DOOR 1"x "x0.055 "QR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING THREE 1/4 "0 WOOD LAG SCREWS W/'2 -1/4" MIN. EMBED. @ 24" 0.C. MAX. CONT. 4" x .250 - ALUM. PLATE OVER WODD MEMBERS SEE TABLE 2 02 /12/02 09:54 GLASS OR DOOR 4 a ONT. FOR WOOD BLOCKING USE 1/6 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (al 12" 0.C. FOR ALUM. TUBES U$E 1/4 "a+ S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (1 24" 0.C. MAX. 1. ONE 1/6 "0 THRU BOLT W/ ACCESS HOLE (al MIDWAY BETWEEN STUDS. TWO -1/4"m S.S. LAG SCREW (al 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS w THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL 15 LIMITED TO 2 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" - 1/2'1 -1/2' —3114 SMS BETWEEN TRUSSES (al 24" O.C. 0 CONT. WOOD ROOF TRUSS OR FRAMING MEMBER (al 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 EMBED. (TYP.) r-- FASTENER. SEE ANCHOR SCHEDULE / REFERENCE CONNECTION "TYPE 1 (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (al 6" OR 12" 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE: 3" = 1' -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" 0.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4 "OR1 "x6" .062" CONT. ALUM TUBE (6063 -T6) 3114 SMS (dl 12" 0.C. BETWEEN TRUSSES (la 24" 0.C. GLASS OR DOOR— SEE TABLE 2 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 ( 1- 1 EMBED. (TYP.) W J 0 1-- W x 1/2" OR 5 3/4" MAX. (TYP. TOP & BOTTOM) WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" ACCESS HOLE is (TYP.) 3 CONT.0 SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER (x124" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/L. MAX. (MAX. DESIGN LOAD = 56 P.S.F.) O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" E J — 1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.D.) EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION—TYPE'!" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) NOA146I- A3.13• Mia mi Dade Product Control Dais fly EXISTING CONCRETE. M +—+ / HOLLOW BLOCK. OR W000 ' P i / FRAMING v ohn 2" x 5" x 1/8" ALUM. PLATE (6063 -16) INSIDE EACH SIDE. FASTEN W/ 8 3t 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN (ol 1" O.C. - 1" x 4" ALUM. TUBE Approved u complylri with the Florida Boidint Code Dore OS /2) /2032. FASTENER, SEE ANCHOR SCHEDULE RE ERENCE CONNECTION "TYPE 5" 7 ORR CONT. e 1/4 -20 MACHINE BOLT & WINGNUT (la 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND CO 6•' 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". 1 1a SEE TABLE 2 © WALL MOUNT DETAIL SCALE : 3" = V -0" MAX. DESIGN LOAD= 261.0 P.S.F. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. EMB. 1• w4 ' AST NER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 5" N BUILD OUT SECTION (TYP. TOP E. BOTTOM) SCALE: 3" = 1' - 0" .0 Zp7 111 • ' W 0 Q° —0 U a d O . t.0 in to Q "o• U0 > _ U P" N j to Z z Yu C 0 at a a *Upn !, J w 1• 0 ai .i 2 4i-:- 1 2z in _ Q2 tL W; pO A o O A 0 0 C ell 1 s v 1 dr•vtno no. (c vex 00 -380 I sheet 4 ot10 • ., 02/12/02 09:53 SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'TYPE 1 " —� EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM /- EXISTING CONCRETE. EMBED. HOLLOW BLOCK. OR WOOD (TYP.) NH SCHED BASED (SEE ANC ON OR YPE T OF STRUC TURE) TYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2 r o CONT. GLASS OR DOOR CONNECTION 4' GCONT. } CONT. ANGLE TO WALL DETAIL 1/4" MAX. \--1/4-2 0 MACHINE BOLT & WINGNUT (ol 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE : 3" = 1' -0" O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'TYPE 4" 1314 TEK SCREWS OR 1/4 -20 BOLT AND NUT 12" 0.C. STAGGERED (TYP. TOP AND BOTTOM) /1/4-20 MACHINE BOLT & WINGNUT (nl 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 10L" AND 6" 0.C. FOR PANEL LE GREATER THAN 104 ". SIDE CLOSURE REQ'D. (SEE PLAN VIEW) 1/4•' MAX. GLASS OR DOOR EMBED. (TYP.) 3OCONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT @ 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3 r 7 ) ,EMB. W l7 `— FASTENER. SEE ANCHOR CONNECTION OR EREFERENCE 3 EDGE DIST SEE TABLE 2 CONT. F / EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'TYPE 2" rl /2' O I BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" SEE TABLE 2 CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. -7 4 , '1 /L" MAX. W+ J' ml 4 ) 1 — W W! N EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Appro'cd as complying with the Florida Bu''diog Code Dateo 3l�) NORM Miami Dads Ptodnd Control Dn bi BY EV:21 ecao1111111 [Crown by l 1 AV drawing no. 00 -380 I sheet 3 of 10 1/4" MAX 02/12/02 09:53 11 OPTIONAL SEE OTE GENERAL 7 _ _ — — N O WALL MOUNT EXISTING STRUCTURE �7`' OPTIONAL SEE GENERAL 1/4 MAX.-1 L NOTE 7 / \-17-17.-- EXISTING ` 1O1® STRUCTURE © TRAP MOUNT WIDTH UNLIMITED (PERP TO PANEL SPAN)I TYP. SECT QNSp- TYPICAL VERTICAL MOUNT ELEVATION N.T.S. t/ - TOP MOUNT I PLAN VIEW II 1 . 3 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 BOTTOM MOUNT .1 to EXISTING STRUCTURE 11 OPTIONAL .SEE GENERAL NOTE 7-7 J 1/2" MIN. - Og OVERLAP-14 4 ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO • 2 "x5 "x.125 "MAX. © TRAP MOUNT O 1.00" 500" I — .30 0 - m -_—t-/ .625" 0 (TYPICAL TOP 8 BOTTOM) FASTENER (01 12" O.C., SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR: 1-`1/2 - MIN. © FACE MOUNT • EMB. TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" = V-0" EXISTING STRUCTURE r 11 OPTIONAL -L SEE GENERAL NOTE 7 ■ \_O1 1 Lnax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 ++;OPTIONAL STEEL BAR ON OUTSIDE -OF PANELS SEE GENERAL NOTE 7— PLAN VI it OPTIONAL SEE GENERAL NOTE 7, i 1 /L'" MAX. � ` ,•- ALUM. ANGLE CLOSURE PIECE: 1'" x 2" x .125" MIN. TO 1 -1/ 2 ; —, 2" x 5" x.125" MAX. MI N � I EMB. HORIZONTAL MOUNT ELEVATION N.T.S. r - `11 FASTENER (a 12" O.C., SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 11 OPTIONAL SEE GENERAL NOTE 77 OUTSIDE a-D r SIDE MOUNT BUILD -OUT INSIDE 12" O.C. TYP. TYPICAL BAR ATTACHMENT • O-F (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) EXISTING STRUCTURE Approved as complying with thy Florida Bn4in= ode Date_03 /? 1 ? � L NOAI t3 I - (5 ) s.o Z Miami Dade ?radar* Control BY Divisio c e • S 0 0 0 e S 4 V.J. KNE PPt*ESS10 FL'L .t' ale u z b; 1- 0 0 i X 0 W N Z 0 N ER Fro: 983 2002 03/06/011 aerie Cravn b • eV 10 sign by / .:id vm VP( 1 Drawing no. -- 1 00-380 I sheet 2 of TO _I LABEL 537 LOCATION 1 0 0 1.0312" .125" (TYP) GENERAL NOTES: 02/19/02 15:44 S 00" MAX O ANGLE SCALE : 1/4" = 0' -1" ALUMINUM O STORM PANEL SCALE : 1/4" = 0' -1" ALT. STUD DIRECTION --. 1/6 -20 MACHINE SCREW STUD (al 6" OR 12" 0.C. X 125" (TYP.) 5 00" MAX 0 STUDDED ANGLE SCALE : 1/4" = 0' -1" LABEL LOCATIO 1.50' 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201. PA 202, AND PA 203. DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -014. 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY. U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -74 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (te 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS. AND THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. B. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 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 "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE 8 BOLTS ARE PROPERLY INSTALLED WHEN NEEDED". 2.015" 1_1-.093" -.050" 1 0312" •-800 6.00" COVERAGE 9.065" ALUMINUM HALF STORM PANEL SCALE : 1/4" = 0' -1" O +_ o MAX. O ANGLE SCALE : 1/4" = 0' -1" -093" TYP. ALT. STUD DIRECTION 18 GAGE (t= 0 0_50" MIN.) GALV. STEEL GRADE 401 1- 0 •o 1 1.00" 1 m .090" %o (TYP.) 2.00". - t " 11,3131.660" .188" w 93" TYP. 1/4 -20 MACHINE SCREW STUD (nl 6" OR 12" O.C STUDDED ANGLE SCALE : 1/4" = 0' -1" 7a "F" TRACK 7b BUILD -OUT "F" TRACK SCALE :1/4" = 0' -1" SCALE : HALF SIZE 1 1 520 00 .375" R - I .500 \ I I I 1.090.. .150" .215' x. 060" 315" R ✓` I .215 " -r 09_ _ rrt t w 250" N O) mI 0. L ~ _Y 2.063 ( 2.346 "! O "h" HEADER SCALE :1/4" = 0' -1" SYM. 0 0 3.000" - 0.125" TYP. a Z -STUD TRACK SCALE: 3" =1'- 0". ry o O OPTIONAL 1 1 STEEL BAR 1 "C" TRACK (FINISH) 13 "C" TRACK SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE , 1 (7 - .250" O 01 IA, 0 N ' �- 2.06 "U" HEADER SCALE : 1 = 0' - 1" ZAMAC WINGNUT GRADE SCALE : HALF SIZE Approved as compl)1a =with the Florida Bold'�+�,,Codc NOA1O I- lZ,l ( 't.. NOwrDl�, l Missal Dade Predict Cootroi DI% ' By .0603.00" MAX. 2.250" .101" ! .094" Ni ' i�� ACE I 1 I 1.090" : �-✓ 61 - �►.150" 0 125" in ��c- + 1 1--:t. S • j,650 50. 0 62" N I O 120201:1 1 250" 3 BUILD -OUT "U" HEADER SCALE :1/4" = 0' -1" 1 5 m 095" 13 "1660" 1/4" -20 x 3/4" •o (TYP.) 188" STAINLESS STEEL STUD (ul6 "OR12" 0.C. ALT. LEG 1 2.000" DIRECTION - O 7 "E" TRACK SCALE : 1/4" = 0' -1" 1/6 -20 x 3/4" MACHINE SCREW .. 875" X563 "o 14 O SQUARE HEAD MACHINE SCREW N.T.S 1.4 20 GA. GALV. STEEL (t= .038") 40 OR 0.050" ALUM ALLOY (3004 H34) KEYHOLE ©© WASHER SCALE : HALF SIZE O c e l (w•;on by vm FasceoiD lji a N twosome V.J. KN EVIC1I OFES9 EMOINECR FL L' on - a No: P , • O o 983 D2 0 3/06 / 011 braving no. 00 -380 sheet 1 et 10 j MIA MI. BUILDING CODE COMPLIANCE OFFICE (DCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Madden Manufacturing Co. 1 S89 N. W. 22'"' Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used (in Miami Dade County and other areas Ivhere allowed by the Authority Having Jurisdiction (AHJ). - This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mianni Dadc County) and/or the AHJ (in, areas other than Miami Dade County) rese rye the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfomt in the accepted manner, the manufacturer will incur thk expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such . product or'material within their jurisdiction. BORA rescnms thc right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet thc requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL 'DOCUMENT: Drawing No. 0 rM -350, titled "0.050" Aluminum Storm Panels ", sheets 1 t rough.l0 of 10, prepared by Knezevich L` Associates; Inc., dated March 6, 2001, last revision 142 dated February 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Noticc.of Acceptance number and approval date by the Miami -Dade County Product Control Division: . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami =Dade County Product Control11Approvcd ", unless otherwise noted herein. RENEWAL of this NOA shall bc considered after a - renewal application has been filed and there has ban no • change in the applicable building code negatively affecting the performance of this product., • TERMINATION of this NOA will occur after thc expiration date or.ifthere has been a revision or change in-the materials, use, and/or manufacture of the product or process. Misuse of this NOA as ancndorscmcnt of any product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall bc causcfor termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displaycd••in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the or its distributors - _ .. and 'shall be available for inspection at the job site at the request of the Building Official. This NOArevis nrr d.ricy-s -NO A.J! .98.1a4.0.03 -and consists -of -this {page -l. as well -as approval- document - .mentioned above. The submitted documentation was reviewed by l lchriy A. Mnknr, P.E. • MIAMI -DADE COUNTY. FLORII)A M1777(O -I)ADE FLAG1.ER 1111l1.DING 1a11WEST FLACLER STREET. SUITE 1603 MIAMI. FLORIDA 331304563 (3t15) 375.2901 FAX (303) 373 -2900 NOA No 01-0313.'20 Expiration Date: 03/13/2008 Approval Date: 03/21 /2002 Page J MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE > 0 -15 + 39.71 - 43.39 - 48.90 > 15 -20 + 42.05 - 45.95 - 51.79 > 20 -25 + 43.92 - 47.99 - 54.08 > 25 -30 + 45.79 - 50.03 - 56,38 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD. (P.S.F.) ZONE® NEGATIV END ZONE > 0 -15 + 33.84 - 36.97 - 41.67 > 15 -20 + 35.84 - 39.15 - 44.13 > 20 -25 + 37.43 - 40.89 - 46.09 > 25 -30 + 39.02 - 42.63 - 48.05 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE ® > 0 -15 + 46.06 - 50.33 - 56.72 > 15 -20 + 48.78 - 53.30 - 60.07 > 20 -25 + 50.94 - 55.66 - 62.73 > 25 -30 + 53.11 - 58.03 - 64.95 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE > 0 -15 + 52.88 - 57.77 - 65.12 > 15 -20 + 56.00 - 61.18 - 68.96 > 20 -25 + 58.49 - 63.89 - 72.02 > 25 -30 + 60.97 - 66.61 - 75.08 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE Q > 0 -15 + 50.09 - 54.73 - 61.69 > 15 -20 + 53.05 - 57.96 - 65.33 > 20 -25 + 55.40 - 60.53 - 68.23 > 25 -30 + 57.75 - 63.10 - 71.13 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S,F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE > 0 -15 + 71.97 - 78.64 - 88.63 > 15 -20 + 76.22 - 83.28 - 93.86 > 20 -25 + 79.60 - 86.98 - 98.02 > 25 -30 + 82.98 - 90.67 - 102.19 FLORIDA BUILDING CODE 2001 EXPOSURE 'C' WIND LOADS (H.V.H.Z.) DESIGN LOADS FOR COMPONENTS & CLADDING -WALLS & VERT. SURFACES BUILDINGS WITH A PEAK ROOF HEIGHT <60 FEET. BASIC WIND SPEED 120 M.P.H. BASIC WIND SPEED 130 M.P.H. BASIC WIND SPEED 140 M.P.H. BASIC WIND SPEED 146 M.P.H. BASIC WIND SPEED 150 M.P.H. BASIC WIND SPEED 175 M.P.H. GENERAL NOTES: JOSEPH POTTS P. E. 4770 N.E. 10TH AVE. FORT LAUDERDALE, FL 33334 954 - 938 -9960 FL P.E. #22656 valid If signed and seated 4 frr 1. THESE WIND LOADS FOR USE ON RESIDENTIAL AND COMMERCIAL CONSTRUCTION, NOT FOR ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. THESE WIND LOADS BASED ON A.S.C.E. 7 - 99. 3. MAXIMUM PEAK ROOF HEIGHT IS 60 FT. 4. NOT APPLICABLE FOR HILLY TERRAIN. 5. DESIGN LOADS ARE FOR EXPOSURE 'C'. 7. THIS DRAWING SHALL NOT BE USED FOR A PERMIT WITHOUT SIGNATURE AND SEAL OF JOSEPH POTTS, P.E. r , A UMW ammo n 04 -12-02 PLJ tcxr NONE .toes VA1 DO NOT SCALE AIlbVq /WC REDRAWN FRO/4 CO RECORC PJL 4-12 REDRAWN WITH LAVERS SVS 5-3 MANUFACTURING CO. mRIDfr ease waoa iAUFACI MO CO rsn.c WINDLOAD CHARTS MN NV. fDm It. rvONC KICK n ae1+ COQ 1 KTAL in tRAVeO to Rv. A # 1 OF 1 - 111l • �y 00 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 / ti /00 Job Address 1 ) a 3 s7 IMAM Tax Folio I 1 306 0133 1 X4 Legal Description fb R trL S HOPES SEC, 4,4 I - Purr Historically Designated: Yes No 300 k IO SAGE O. LcsT i 3 t t y '@Lock - 3 �/ see / Tenant N 1 A T I►\/ IPJ R Master Permit # Owner's Address 1 a N. E. 9 3 STRJE f Contracting Co. AU- B RowA RD H (AR.. ,i 121 G41VW PANEL Address H 50 w MC- NAB RD . Queer l.0 t 11�Atn �- PlE- ISZ. sS# Phone ( )Sit TA- 3300 bir* State # Municipal # Competency # Ins. Co. Architect/Engineer tql 01C, A S sCQ_, Address I a ,C AI - I.t AnAnt i �' � STE / Ri O, �t.1AUA FL- Bonding Company Mortgagor Address N A Address NIA Phone I -3O5- '1 - Sa51 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION % N S'Tfl LL h �k CA N E. S i.3TTh R3 OvZ..R y O p E N i nt s Square Ft. to 3 Lt s qL . . 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. 1 WrAda / //j-0 Notary to Owner Elate My Commission Expires: / / / Signature of er ._• ... ...,, Digna T. Perales MY COMMISSION # CC889306 EXPIRES November 18, 2003 :JADED IHRU TP.OV FAIN INSURANCE INC 63 _c V FEES: PERMIT /6 RADON Building Date APPROVED: Zoning Mechanical Plumbing #ri,t/04 Estimated Cost (value) n 2 0 Signature of ary to Contractor or Owner- Builder My Commission Expires: /��/ g-6 3 C.C.F. NOTARY s , °, i Digna T. Perales A i MY COMMISSION # CC889306 EXPIRES November 18, 2003 BONDED THRU TROY FAIN INSURANCE INC Electrical ate ® c1 D ar e ' Se) TOTAL DUE lb/ Engineering 4 ALL BROWARD HURRICANE PANEL I N C. BUILDING OFFICIAL Dear Sir: WIOIUn 450 W. McNab Road o Ft. Lauderdale, FL 33309 A M E R I C A ' S O 1. D E S T A N D L A R G E S T S H U T T E R rI A N U F A C T U, R E R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! We are the Dade County Notice of Acceptance Holder for the following products: Hurricane Panels under the number: 91_07(3-0/ • •111 1 Accor This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to use the above listed product approvals for the following job: urri m act ber: Sincerely ALL BROW LeRoy Person President CANE PANEL. INC. CGC- 046375 d o h N eA i4 LI I 04 I / a eJ - - 13'4 SST /11r � Sio/? &S FL. 3313 Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 A' " BROWARD HURRICANE PANEL I N C . A NI E R I C A ' S O 1.. I) E S T A N D L A R G E S T S n U "1' '1' E R NI A N U F A C "1' U R 1? K MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! BUILDING OFFICIAL Dear Sir: We are the Dade County Notice of Acceptance Holder for the following products: 4Q Hurricane Panels under the number: l 0 -07(3-0/ • • Accordion Hu Impa MID SD SHADES I S" 450 W. McNab Road ° Ft. Lauderdale. FL 33309 1 it • • e t This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to use the above listed product approvals for the following job: () 64. 0v - Pft-r (( N. `$ 3 CGC- 046375 Sincer ALL BRuWARD 1 '' CANE PANEL. INC. r S il S/ FL. 33 f ! c LeRoy eterson Presideit Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 DATE 67/ CUSTOMER: Witness PE c MIT AUTHO IIZATION //17751 To Whom It May Concern: I hereby authorize ALL BROWARD HURRICANE PANEL, INC. to act as my agent for the purpose of securing a BUILDING PERMIT for the installation of the items specified in the attached contract. This authorization permits ALL BROWARD HURRICANE PANEL, INC. to sign the BUILDING PERMIT APPLICATION and OWNERS AFFIDAVIT (if required by the municipality) as owner's agent and shall not be construed to represent any other agency relationship. I further understand that ALL BROWARD HURRICANE PANEL, INC. is responsible for payment of the direct costs associated with obtaining a BUILDING PERMIT for the work s cif i edin t attac ed contract. �c- 0 4PP Y . P Cigna T. Perales 2 :$ MY COMMISSION # CC889306 EXPIRES 4+v,I .rte November 18, 2003 BONDED TNRU TROY FAIN INSURANCE, INC J -7 7 - 1i5? NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1/ 00R, r�8802 i 2000 JUN 15 11:15 PERMIT NO. TAX FOLIO NO. 1 2S cs-/ 33 `T 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. 1 Legal description of property and street address: fi 1i4 may• - ©n .. D ® 3 7 3 £/- i / ar I � n � T 2. Description of improvement: 3. Owner(s) name and address: TO' /16r p± ? J (/1' NsE J,itA (t A4 2- • i it Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 4Z L /3 GAD W ,4, ,D 11 C /2 / 1 C * N r / M c N F 7 - 2 4 e4 u d. n ___ T f 3 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 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: 8.1n addition to himselt, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in t. 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 differ - n I• ate is spe 3L,: d) At. 1 0 ' ee A.L... Sipnat� Owner ...7 �� 4 � Print Le ners Name , ) 4 £ if : • Sworn to and before me this 1 day of Notary Public Print Notary's Name • 14.I I nTr..irri•.. C V.•i•Mri� i. a (/ ;/ 0 O 3 0 OE` OV4 SY OF Op` I th P �� O � f` R toot n`s � a copy day of CO HER CE in t his o 1,1ce o A p 2� Ilde ea t. urt s Q or,gina ! OthUai S . end Co� 0.G. C. ( IcrBaBlett IlspIres j 1.2003 Doodad Itas ditairawillitar Prepared by: _I / ,q...F_. /vw e ?`r , t- k20 eAtte /ti-tie e/ ("AL Address: /v .// .3 33 0 is .•.12 2/13 . f WORK ORDER CUSTOMER: -_51^L L 44 I PERMIT PLOT PLAN /4-- � 7 s..x4L /.-'L. )"2-.)( �•, j i 70 )(7 tit 1 r til ,9 3F)!L/0 3FX v5 DATE: vac c1 • /6 c , Directions: SHUTTER TYPE(S). O Top of openings above grade, all less than: 7 Mean Roof Height % 1-- ft. Roof Slope_ deg. Buildin Depth :z.6---C) Prepared By: r ( Building Width - U g p BUILDINGS GREATER TITAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D MEAN ROOF ELEV FEET ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 35.5 EVALUATE NEGATIVE L ❑ADS AT ROOF ELEVATI ❑N 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 20 38.5 56.1 30.2 56.6 60 40 46.9 64.5 50 50.0 67.4 60 52.7 69.9 80 57.2 59.6 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.8 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 14.5.8 195.6 260 80.1 83.4 126.7 169.9 93.7 97.6 '148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. MEAN ZONE ZONE ZONE ZONE ZONE ZONE ROOF ELEV 4& 5 4 5 4& 5 4 5 FE 15 + - - + - - 43.2 n'57 39.6 42.0 52.1 20 46.9 49.9 62.1 42.9 45.6 56.6 25 50.0 53.1 66.2 45.8 48.6 60.3 30 52.7 56.0 69.7 48.2 51.2 63.6 35 55.0 58.5 72.8 50.4 53.5 66.4 40 57.2 60.8 75.7 52.4 55.6 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.6 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. NOTES: BASIC WIND SPEED: IMPORTANCE FACTORS: TRIBUTARY AREA: h WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 110 MPH 1.05 20 SQ. FT. BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 JUL 17 MO THIS DOCUMENT IS NOT VALID 1RTHOUT 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 WRHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 o f C 94 -01 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel, Inc 450 West McNab Rd Fort Lauderdale FL 33309 Your application for Product Approval of: 20 GA. Steel Storm Panel 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 Buildin Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0426.06 Expires:07 /31/2003 TI-IIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • 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:07 /06/2000 Internet mail address: postmaster@buildingcodeonline.com CONDITIONS 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 aikrn, -rancisco . Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com All Broward Hurricane Panel, Inc. ACCEPTANCE No. : 00- 0426.06 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 0 6 2000 July 31, 2003 1. SCOPE This renews the Notice of Acceptance No. 98- 0713.01, which was issued on November 26, 1998. It approves a 20 gauge galvanized steel 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 This 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -128, titled "20 Ga. Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated June 23, 1998, revision #2 dated October 20, 1998, sheets 1 through 7 of 7, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates 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 20 gauge galvanized steel 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. Helmy A. lkar, P. E. - Product Control Examiner Product Control Division 2 of 3 All Broward Hurricane Panel, Inc. ACCEPTANCE No. : 00- 0426.06 JUL 0 6 2000 APPROVED EXPIRES July 31, 2003 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 need 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 3 of 3 I- lelmylakar, P.E. - Product Control Examiner Product Control Division • FULL PANEL r W J ..1 2 0.7 • Z A. t o_ aa)./ N O 4 - • N = u 4 u 0 o WIDTH UNLIMITED OPTIONAL MARKING LOCA IPERP. TO PANEL SPAN) SECTION 2.25' O 8 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 4 OF 7 , FOR REQUIRED SEPARATION PROM OLASS. O STORM PANEL SCALE : 3- = 1' -0- 0 11/32". 1 10 .900" f . MIN..00S" "KEYHOLE" WA SCALE : 3 a 1' -0 3003-H14 ALUMIN 5/8 TOP MOUNT. OVERLAP FASTENERS (SEE NOTE 7 L PLAN VIEWS SHEET 4) BOTTOM MOUNT. SERRATED PANEL EDGE. OPTIONAL r. ALLOY ONE HALF PA ER OPENING MAY ER HALF PANEL O 9 "P' - TRACK SCALE : 3" = 1• -0 AS REQUIRED TO OPENING. Io P 0.214" 0.150 "h" HE —0.2"R .OS5 L939' JI • = 1' -0 3.00 MAX. 0.384 0.51.7 IO MARK IA 0 N r r 0 N J r 0 0 0 0.092' EXTENDED "F" - TRACK SCALE : 3- • 1' -0•' .062 O "U" HEADER SCALE : 3 = 1' -0" BHPCO FT. LAUDERDALE. R. DADE COUNTY PROD. APPRO. 0 .313" 0 r:l r ay 2.00" =3 OPTIONAL LEG "SEA" ANGL SCALE : 3 GFNFRAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOS, 1991. COITION. 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 APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (f ..030') CONFORMING TO ASTM A653 -94, HIGH STRENGTH LOW ALLOY, TYPE 2, GRADE S0, GALVANIZED IN ACCORDANCE WITH ASTM G60. EXTRUSIONS SHOWN SMALL BE 6063 -16 ALUMINUM, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN. OF ONE HARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A ~MUM TENSILE STRENGTH OF 60 KSL 6. TOP 2. BOTTOM DETAIL HOWN MAY • • ONDITIONS DICTATE. PANELS MAYBE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. PANELS SHALL BE FASTENED AT MID SPAN W/ 1/4 -20 x r BOLTS WITH DIE CAST ALUMINUM WASHEREO WING NUTS OR JACK NUTS (SEE TYPICAL ELEVATION O I. FOR SPANS LOSS THAN 33 OVERLAP FASTENERS ARE NOT REQUIRED. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE LOADING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, AND 203. DESIGN IS BASED ON CTC TEST REPORTS No. 96 -002, No. 96 -029, No. 97 -061 1. No. 98 -020. 9. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRKANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. PRODUCT RENEWED ACCEPTANCE No. 00 PRODUCT' CONTROL DIVISION BUILDING CODE CONULIANCE OFFICE APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE OAT• u.• a .2 I9 BY • • -�/ �� ! PRODUCT CO Illie DIV.S ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO. 1.8 -Ol i o l J LLI z 0. 0 f .. CD J W CO Q CD O N c 0 0 7 4 vJ. KN[ • VIC PROfES • 1 EN ER (d.•lgn by vx ldr•wn by HC (ch.•h.d e � l VA A-owIng no. 98 -128 t. •..•r 1 of 1 SEE MIN. SEPARA FROM GLASS SCH GLASS OR DOOR EXISTING STRUCTUR GLASS OR DOOR EXISTING STRUCTURE EXISTING STRICT CONCRETE, W000. S SCHED EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. SEE MIN. SEPARATION FROM GLASS SCHEDULE SEE A REFER ON 'TYPE 1 O WALL MOUNT SECTION SCALE . 3" . V -0" D DIRECT MOUNT SECTION SCALE . 3" • 1' -0" PR.'' CO FASTENER - USE RAWL CALK -IN BUTT.DINGCODE OR WOOD BUSHING FASTENER AT 6 -1/2" O.C. OR 13" O.C. SEE ANCHOR SCHEDULE. CONNECTION 'TYPE 1' FOR ANCHOR SPECS & MAX. SPACING. DO NOT USE WHERE SCHEDULED SPACING IS LESS THAN 6 -1/2" USE 1/4 -20 S.S. TRUSS HEAD BOLTS W/ KEYHOLE WASHER. TYP TOP 2./OR BOTTOM. EXPIRATION DATE Dy GLASS OR DOOR 1/4" OR 3/4" MAX. PANS "" A RENEWED ACCEPTANCE No. ° °42 ° EILING/INSIDE MOUNT SECTION EXISTING I STRUCTURE APPROVED AS COMPLYING WITH THE 1 SOUTH FLORIDA BUILDINi CODE DAT IA 1 ' 0 BY PRODUCT CO. r ' 01 DIV:S-OU BUILDING C2DE COMPUANCE OFFICE ACCEPTANCE NO EE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL SEE MIN. SEPARATION FROM GLASS SCHEDUL L SEE MIN. SEPARATION FROM GLASS SCHEDULE EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. GLASS OR DOOR O CONT EXISTI STRUC CALE 13 • 1' -0" ANGLE TO WALL DETAIL OPTIONAL LEG FASTENER. SEE ANCHOR SCHED. REF. CONNECTION 'TYPE 3' J x 0 J 1/4 -20 MACHINE Z BOLT & WINGNUT (CO 6 -1/2" 0.C. FASTENER. 5 E ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 6' EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 0 0 CONT. (TYP, TOP L BOTTOM E WALL MOUNT SECTION SCALE • 3" • T -0" PANEL TO ANGLE DETAIL EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. d e 1/4" OR 3/4" MAX. ° SEE STORM PANEL 1 SCHED. BASED ON GAP AT TOP OF PANEL I J 0 2 Vt Z 0. a: 0 1- N W 1/4 -20 MACHINE BOLT L WINGNUT 6 -1/2" O.C. (TYP, TOP L BOTTOM) EXISTING STRUCTURE GLASS OR DOOR 1 a.S coat T. OPTIONAL LEG DIRECTION EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE, TYP. 4 - r n ° GLASS OR DOOR a e ° d EDGE t 4 - I 01ST. C ~- • EXISTING STRUCTURE -- O BUILD -OUT MOUNT SECTION SCALE • 3" . 1' -0" a 4 4 a ° 1/2" SEE MIN. SEPARATION FROM GLASS SCHEDULE CONT. (TYP. TOP & BOTTOM 1 SEE MIN. SEPARATION FROM GLASS SCHEDULE 014 TEK SCREW OR 1/4 " -20 MACHINE SCREW L NUT @ 13 "O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' .528" AT GROOVE v WALL MOUNT SECTION SCALE • 3 . 1*-0 SCHEDULE. REFERENCE CONNECTION 'TYPE 4' )CONT. (ANGLE LEG MAY BE REVERSED) TYP, TOP L BOTTOM. 014 TEK SCREW OR 1/4" -20 MACHINE SCREW S. NUT go 13" 0.C. -J D 0 x J z 0. cc 0 1- N 1/4 -20 MACHINE BOLT & WINGNUT (l) 6 -1/2" O.C. (TYP. TOP & BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' 1/4 -20 MACHINE BOLT L WINGNUT C1 6 -1/2" O.C. (TYP, TOP & BOTTOM) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' U z co W < 5 O o o O a (n • (n a • 11 I U 3 ' W N 8 W Z 0 P 1" r 0 - O .O NC :J O G' LL N a h X Z P CE • W 0 v 0 o J N • LL W ' X • N a. P LL • A fi 0 M 8 s 0 0 VJ. K PROFESSIO L E INFER FL LIc n e No. PE Or 0.83 ( d•.Ign by Vac 2 01998 04/2 )he drown by Mc rcb.ch.d by l rM droving no. 98 -128 or...or 1 of 1 THREE 1/4 WOOD LAG SCREWS W/ 2 - 1/4" MIN. EMBED. Qf 24" O.C. MAX. 2" MAX. SEE MIN. SEPARATION FROM GLASS SCHEDUL EXISTING WOOD FRAMING EQ.I " �Ii�f I 1/4 -MIN 0 aulmiaar S x 1/4" CONT. ALUM. PLATE. EXTEND PLATE TO NEXT TRUSS IF HEAOER ENDS MORE THAN 12' BEYOND LAST TRUSS. O SOFFIT CONNECTION DETAIL F SCALE : 3" . 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDUL (MAX DESIGN LOAD s 82 PSF) GLASS OR DOOR PLYWOOD Z. STUCCO FINISH (MAX DESIGN LOAD s 72 PEF) O ALT. WALL MOUNT SECTION SCALE • 3 t- 0" 0 W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT M14 SMS BETWEEN TRUSSES (1112 0.C. i- . 1- 1 Z J J 2 1/4 -20 MACHINE 0. BOLT 8. WINGNUT X Qla 6 -1/2" O.C. .4 CONT. (LEG OPTIONAL) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' 2 x 6" P.T. WOOD CONT. 2 1/4 x 4 -1/2" S.S. LAG SCREW 811 24" 0.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS 1/4' OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL EXISTING STRUCTURE CONCRETE. MASONRY OR W00D. SEE ANCHOR SCHEDULE. TYP. GLASS OR DOOR MIN. SEPARATION L GLASS OR DOOR FROM GLASS SCHEDULE © BUILD -OUT SECTION SCALE : 3 . 1' -0 SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 -20 MACHINE BOLT L WINGNUT (ID 6 -1/2 O.C. —1 1/2 SCALE : 3 • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4'. ANCHOR IN CENTER OF WOOD FRAMING MEMBER (�5 CONT. CONT. O BUILD -OUT SECTION I M14 TEK SCREW OR 1/ 4" -20 MACHINE BOLT E. NUT (d 13" O.C. 0 0 M14 TEK SCREW OR 1/4 " -20 MACHINE BOLT 2. NUT 13 O S CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 4• X 1/4' OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL PRODUCT RENEWED ACCEPTANCE No. 0 0 2 6 -04 / 04 ' r • TION DATE 4 o By I .Lr1►� AIL/ PR • 1 ' P CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMP' °'NC WITH THE SOUTH BU.� i1.I;c cooE DA g 9 8 Y—R 4- / PkODUCI CORI� U ' I 0.4 a." 4 BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO. Yg VJ. KM PROFESSIO FL L PE (d..lpn by VM 410 d•1'• col AS NOTED VIC AL EN HEER n• No. • 0•:3 . Arial el.: t f dr.vn by He (ch•ch•d D l V /K O-•vin0 /'] no. 9 p-128 an.•f 7 .t 7 TABLE 1 1 STORM PANEL SCHEDULE DESIGN LOAD W (PSF) MOUNTINGS USING PIECE 0 .0 OR 10 TOP b BOTTOM ANY MOUNTING CONDITIONS (MAX. 1/4" SPACE BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS (MAX. 3/4" SPACE BETWEEN PANEL ANO HEADER) O L max. (FT -IN) .O L max. (FT -IN) O L max. (FT -IN) POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD 40.0 11 -5 11 -5 11 -5 8 -8 45.0 11 -5 11 -5 11 -5 8 - 8 50.0 11 - 1 11 - 1. 11 - 1 8 - 8 55.0 10 -6 10 -10 10 8- 0. 10 - . t - 8 - 8 62.0 9 -11 10 -2 9 -11 8 - 8 65.0 9 -8 9 -11 9 -8 8 -8 70.0 9 -4 9 -7 9 - 8 -6 72.0 9 -2 9 -5 9 -2 8 - 75.0 9 - 0 • 9 -3 9 -0 8 -0 80.0 8 -9 8 -11 8 -9 7 -6 90.0 7 -10 8 -3 7 -10 6 -8 100.0 7 -1 7 -5 7 -1 6 -0 110.0 6- 5 6- 9 6- 5 5- 5 120.0 5 -11 6 -2 5 -11 5 -0 130.0 5 -5 5 -8 5 -5 4 -7 140.0 5 -0 5 -3 5 -0 4 -3 150.0 4 -8 4 -11 4 -8 4 -0 160.0 4 -5 4 -7 4 -5 3 -9 170.0 4 -2 4 -4 4 -2 3 -6 180.0 3' -11 4 -1 3' -11 3 -4 190.0 3 -8 3 -11 3 -8 3 -1 200.0 3 -7 3 -9 3 -7 3 -0 210.0 3- 4 3- 6 3- 4 2- 10 TABLE 2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTEF SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 5 - 0 2 -3/8 1 -1/2 8 - 8 2 -3/8 1 -3/4 5 -7/8 2 -5/8 .7.°') 45.0 --='"' 50.0 4 - . - /8 1 -1/4 8 - 8 2 -3/8 1 -3/4 1 - 5 - 5 - 0-- -- -- -7/8 - ---- - -2 -3/8 -- 2 -7/8 -- 1 -1/4 8 - 8 2 -3/8 1 -7/8 11 - 4 3 3 60.0 5 - 0 2 -3/8 .1 -1/4 8 - 8 2 -3/8 1 -7/8 10 - 8 2 -7/8 2 -7/8 70.0 5 - 0 2 -3/8 1 -1/4 8 - 8 2 -3/8 2 9 - 11 2 -7/8 2 -5/8 80.0 5 - 0 . 2 -3/8 1 -3/8 8 - 8 2 -3/8 2 -1/8 8 - 11 2 -7/8 2 -1/4 90.0 5 - 0 2 -3/8 1 -3/8 8 - 3 2 -3/8 2 -1/8 100.0 5 - 0 2 - 3/8 1 -3/8 7 - 5 2 -3/8 1 -7/8 110.0 5 - 0 2 - 3/8 1 -3/8 6 - 9 2 -3/8 1 -3/4 120.0 5 - 0 2 -3/8 1 -3/8 6 - 2 2 -3/8 1 -5/8 130.0 1 5 - 0 2 - 3/8 1 - 3/8 5 - 8 -11 - - 2 -3/8 -- 1 -1/2 _ - -- - 170.0 190.0 4- 1. - - 3 - 11- - 2 - 3/8 - _ - - -- 1 -3/8 - 210.0 3 - 6 2 -3/8 1 -1/4 TWO 1/4 -20 BOLTS L NUTS p2 1/4 -20 S.S. BOLT 1. WNGNUT p 24' O.0 (TYP( 20 GAOL STEEL BENT PLATE in /-)n TOA / R• t7 OVERLAP FASTENERS TYP. (SCE NOTE No. 7) 2 x S' x .12S ALUM. ANGLE CLOSURE PIECE: FASTENER p 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F. L p 6 0.C. POR DESIGN LOADS GREATER THAN 140 P.S.P. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE 4' MAX EXISTING BAY WINDOW 1- OVERLAP EXISTING STRUCTURE SCALE: 1 -1/2 - 1' -0 MAX. 1/4 GA EXISTING STRUCTURE OAP FASTENER p 12 0.6. POR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.P. i p 6 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) CLOSURE DETAILS OVERLAP FASTENERS TYP. (SEE NOTE No. 7) ALUM. ANGLC CLOSURE PIECE. rx 2 - x.055 - MIriTO 2 x 5 x .05S MAX. (VLACN VItVVb) 1/4 MAX. EXISTING STRUCTURE 1/4 -20 S.S. BOLT L WNGNUT p 24 0.C. (TYP) 20 GAGE STEEL BENT PLAT (D MAX 1 -1/2 1/2 OVERL FASTENER p 12 O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F. 1. p 6 O.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING BAY WINDOW a) 1 OVERLAP NOTES: 1. ENTER TABLE 1 WITH THE OPENING'S POSITIVE AND NEGATIVE DESIGN LOADS TO DETERMINE MAX. PANEL LENGTH. - FOR COLUMN () REFERENCE THE ALLOWABLE SPANS AT BOTH THE PO TIVE AND NEGATIVE LOADS. ANO CHOOSE THE SMALLER OF THE OBTAINED VALUES. - FOR COLUMNS ®3(C) REFERENCE THE ALLOWABLE SPANS BASED ON THE HIG ER OF THE POSITIVE AND NEGATIVE LOADS. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITION IN FIELD. - COLUMN ® MAY BE USED ONLY WHERE STUD ANGLE IS USED TOP AND BOTTOM. - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS. INCLUDIN IRECT MOUNT. IF HEADER IS USED. MAX. GAP EQUALS 1/4 - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS, IF HEADS I S USED, MAX. GAP EQUALS 3/4 ". 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. ALUM. ANGLE CLOSURE PIECE: 1 x 2" x .12S MIN. TO 2 x 5 x .125 MAX. EXISTING STRUCTURE PRODUCT RENEWED ACCEPTANCE NO. 40 04 2 6 . o� EXPIRATION DATE vim. 200 PRODU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA pUILDING poE DA T U.Q.Ia1 19 9� BY _ -l= PRODUCT CON ' OL DIV :S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE no.9_D1 /3 .01 Id•.Ign by VA( rdrwn by l HC (ch•ch•d by l VM FASTENER SPACING (INCHES) REQUIRED ANCHOR SCHEDULE AND SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 56 2' EDGE DISTANCE 3' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8 -8" (SEE NOTE 1) SPANS UP TO 11' -4" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 1V -4" (SEE NOTE 1) CONNECTION 1 13 2 13 TYPE 3 13 4 13 5 13 CONNECTION 1 13 TYPE 2 ! 1 3 10 4 1 � ' f 9 w7.1 1 13 CONNECTION 2 5 TYPE 3 8 4 7 5 7 CONNECTION 1 13 2 13 TYPE 3 13 4 13 S 13 CONNECTION 1 13 TYPE 2 tt 3 12 4 10 5 12 1 13 CONNECTION 2 6.5 TYPE 3 9 4 7 5 9 MIN. 3,000 PSI J ..11 11111111119111p1111111:11111,� 1 /4'• ITW TAPCON / 1_) /4' MIN. EMBED. NT 62 5 i_3 9 6.5 4 6.5 a'a,�'7 3 4 13 5 7 6 7 13 13 13 13 13 13 9 11 9 10 13 5 8 7 8 _ 72 13 13 11 10 11 13 5 8 7 7 13 4 6.5 6 6.5 13 13 13 11 13 13 6.5 9 7 9 13 4 7 6.5 7 105 13 6 8 7 7 13 4 6.5 6 5 13 4 6.5 6 6.5 13 6.5 9 7 9 13 4 7 6.5 7 13 4 7 6.5 7 210 13 4 6.5 6 6.5 13 4 6.5 6 - 13 4 6.5 6 6.5 13 4 7 6.5 7 13 4 7 6.5 7 13 4 7 6.5 7 4 n 13 13 12 13 12 13 11 8 9 4 13 5 6.5 7 6 13 13 13 13 13 13 13 13 11 13 13 7 10 8 10 IM i , 62 13 13 11 12 10 13 4 7 8 IMO 3 4 5 6 5 13 13 13 13 13 13 10 12 10 12 13 6 9 7 9 1/4. RAW( K - !! W// - • FOMENT L Va - 20 SIDEWALK DOLT /4 - • 1tl FAD) 72 13 13 9 10 9 13 r a 3 6.5 7 6.5 13 4 5 6 5 13 13 13 12 13 13 7 10 8 10 13 5 8 7 8 105 13 5 6.5 7 6.5 13 3 5 6 5 13 4 5 6 5 13 7 10 8 10 13 5 8 7 8 13 5 8 7 8 210 13 L 5 6 5 13 13 5 6 5 13 4 5 6 5 13 5 8 7 8 13 5 8 7 8 13 5 8 7 8 11/11■1■ 1 MM (�]UNO11uU1U111. 1/4 CLCO HALE /FEMALE - PANtLMATE - 1 W/ 1 - ' MN. ENDED. L 1/1 -20 MACHINE SCREW/NUT 56 13 13 8 6 7 13 6.5 5 4 5 10 • 4 3 3 3 4 3 13 13 13 12 9 8 6.5 5 9 8 13 12 5 L 6 5 4 4 6 5 10 9 9 ' 4 4 3 3 4 4 62 13 12 7 5 7 12 12 5 4 5 9 72 13 6.5 6 4 6 10 6.5 4 3 4 8` r a 4 3 J / 3 13 7 7 5 7 10 3 5 3 4 8 %/ 4 3 4 105 10 / 4 3 4 8 3 3 3 8 j 3' 3 r 3 10 / 5 3 4 8/ 4 3 4 8 4 3 4 210 8 8 3 f 3 8 / 3 8 3 8 j 3 4. 3 8 4 3 4 8 4 3 4 8 4 3 4 FASTENER SPACING (INCHES) REQUIRED ANCHOR SCHEDULE ANO SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 2 EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO 6 -0" (SEE NOTE 1) SPANS UP TO 8' - 8 • ' (SEE NOTE 1) SPANS UP TO 71' -4" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 1V -4 (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK r 62 5 i_3 9 6.5 4 6.5 9 3 4 6.5 4 7 r 3 � 3 13 13 7 4 7 10 3 5 3 5 7 4 �/ 5 3 ni. 111111114111U11111111111111111�� 13 �&I 5 7 5 13 4 L 4 ♦ 3 , 4 6 • 3 , 3 13 9 6.5 4 6.5 9 3 4 3 4 7 lir 4 5 3 PCON W/ 1_1/4. MIN. EMBEDMENT 72 10 4 5 3 5 7 ; 3 . % 3 6 ' -- -" 3 5 //� 6.5 4 W000 LAO W/ THREAD PERPENDICULAR W000 GRAIN 62 13 13 7 11 7 13 8 5 8 5 3 105 7 AI�rIICNl 4 +/y 13 13 �� 3 I % / / ! L. Rana 6.5 n a 3 ,/ 7 t 13 4. 3 5 3 105 13 5 � 7 4 13 4 3 210 5 6 6 13 4 13 7 5 6.5 11 3 4 13 4 8 %//! 3 rolA 3 r , 3 13 13 10 6.5 10 13 5 7 4 � 7 11 .E IV EI 5 /� 3 3 5 ~ i` ■i,' 1/4 RAWL CALK - 1N W/ 7/[ tMDEOMENT 1. 1/4-20 SIDEWALK BOLT U /C♦ MEAD) 62 13 10 6 5 6 10 ® 4 4 L 8 re4 3 %, 3 13 13 9 6 9 13 4 6.5 4 6 10 3 5 3 4 72 13 6 5 4 5 9 a 3 6 3 7 r a 3 j 3 13 7 8 5 7 11 3 5 3 5 9 f 4 3 4 105 8 4 3 3 3 7 3 4j 3 7 W 3 / 3 / 3 11 111111111111111111111 . ■1111111N9 , .� 111111111 1 � 111111111� _ 1/4 CLOD HALO /FEMALE 'PA)CLMATE W/ 1 - 1 /$ MIN.EMSEDMCNt 56 13 13 13 13 13 13 13 �� 4 3 4 210 7 � CIVAM 62 13 13 /�� /. 3 ♦ %, 3 7 'A / 3 ♦ 12 11 13 7 9 9 9 72 13 13 13 13 / r/ 4 3 4 „‘,,,„"1„,‘,%,,"„,„,„„,:-. Ry' in1111ri1P,11111 t: 56 13 13 8 6 7 13 5 4. 5 10 W 4 3 4 13 13 9 6.5 9 13 5 6 4 6 10 % 4 3 4 62 13 12 7 5 7 12 g 5 4 5 9 r ej 3 3 3 13 12 8 5 8 12 4 5 4 5 9 4 3 4 72 13 6.5 6 4 6 10 r a 4 3 4 8 x 3 3 13 7 7 5 7 10 3 5 3 4 8 A 4 3 4 1 /4'• /FEMAL / 1 - - PANEL MATE" HAtE" t' W W va MN. ENDED. L 1/4 -20 MACHNE SCREW /NUT 105 10 / 4 3 4 8� 3 3 8� 3 r /. 3 10 5 3 4 8 � a/ 4 3 4 210 8 AMMON 3 , 3 8 FA 3 ' 3 8 / 4 3 4 8 4 3 4 8 r A 4 3 4 FASTENER SPACING (INCHES) ANCHOR SCHEDULE ANO SPANS /PANEL LENGTHS REQUIRED FOR VARIOUS DESIGN LOADS 32if .L)(ThJ.S DNIiSIX3 ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8 (SEE NOTE 1) SPANS UP TO 11' -4" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 111.11111111111117\11111111117i0. 1/1. 1 - 3 /a' [M$ SHEAR TO 1_) /a' MIN. 56 13 13 10 13 10 13 10 7 9 7 13 5 5 6.5 5 W000 LAG W/ THREAD [DMENt PARALLEL W000 GRAIN 62 13 13 9 11 9 13 8 6.5 8 6.5 13 4 5 6 5 72 13 13 8 10 8 13 5 5 7 5 13 4 4 5 4 105 13 5 5 7 5 13 4 4 5 4 13 4 4 5 4 210 13 4 4 5 4 13 4 4 5 4 13 4 4 5 4 1)♦11111111111t10111111111111'+ 1/ 4. 1 - ) /a EMBEDMENT SHEAR TO 1_3/4 MIN. J 56 13 13 8 13 8 13 10 5 9 5 13 5 4 6.5 4 W000 LAO W/ THREAD PERPENDICULAR W000 GRAIN 62 13 13 7 11 7 13 8 5 8 5 13 4 4 6 4 72 13 13 6.5 10 6.5 13 5 4. 7 t 13 4. 3 5 3 105 13 5 4 7 4 13 4 3 5 3 13 4 3 5 3 210 13 4 3 5 3 13 4 3 5 3 13 44 3 5 3 )4( 4 ,� ` ,,,,,,, BRASS W/ 7/1 56 13 13 7 5 7 70 3 S 3 5 7 � 4 O> 4 3 WOOD BUSKNO MIN CHDCD. 62 13 9 7 4 6.5 9 3 4 3 4 7/ 3 72 11 5 6 3 5 8 � l 1. 4 6 3 % 3 105 8 / 4 4 6.5 // 3 / 3 6.5 f 3 3 210 6.5 4. 3 7 3 6 . 5 j / % 3 v �/ 3 6.5 / 3 / 3 11 111111111111111111111 . ■1111111N9 , .� 111111111 1 � 111111111� _ 1/4 CLOD HALO /FEMALE 'PA)CLMATE W/ 1 - 1 /$ MIN.EMSEDMCNt 56 13 13 13 13 13 13 13 13 13 13 13 8 10 10 10 62 13 13 13 13 13 13 12 11 12 11 13 7 9 9 9 72 13 13 13 13 13 13 8 10 10 10 13 6 8 8 8 105 13 8 10 10 10 13 6 8 8 8 13 6 8 8 8 210 13 6 8 8 8 13 6 8 8 8 13 6 8 8 8 ANCHOR NOTES. 1. PANEL LENGTHS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE PANEL LENGTHS FOR SPECIFIC LOADS MUST BE LEMITED TO THOSE SHOWN IN TABLE 1, SHEET 4. 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 BUILDING AND CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L" (MIN) WOOD STUD. WOOD SHALL BE "SOUTHERN PINE" G . 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 8. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9 . PTT�OESIGNATES ANCHOR CONDITIONS �/ WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT (cD 6.5" OR 13" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PRODUCT RENEWET ACCEPTANCE No. 00 - 0¢ - off EXPIRATION DATE eu PRODZfCI' CONTROL DIVISION BUILDING CODE COMPLIANCE OFF1C): APPROVED AS COMPLYING WITH THE SOUTH IUILDING ODE DATE 19 Br _. PRODUC) CON ROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - D -0 W 1- Q U 0 N cn S U w N W Z J w z Q a_ cc O h- (n J w w Cn O N rd. .Ign by 1 l VM p. in 0' 0 0 0 0 0 v. P Y. on 0 0 0 0 4 L 8 c 0 u z (ch•ch.d byl ( YJK d -•vinp no. 98 -128 M••1 1 •1 7 COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. 6G1 HOKENA DRIVE•MIAHI SPRINGS. FLORIDA 33166 CONSULTING ENGINEERS • PRODUCT TESTING FT. LAUDERDALE 19541 677-9500 revisions TWO -1/4 WOOD LAG SCREWS • 24 O.C. MAX. PANEL SPAN • S' -6 USE 3rd ANCHOR • 24.0.C. MAX FOR SPANS • S' r x 4' x 1/0' CONT ALUM. TUBE (6063 -T6) M1. SMS x 3/4' • 12' O.C. - U' HEADER OR 2 x r SEA ANGLE W/ STUDS S 6 -1/2 O.C. MAY DE UBSTITUTED FOR -.r HEADER SHOW OLASS OR DOOR "SEA ANGLE CONNECTION DETAIL (SECTION) SCALE • 3" • 1' -0" ACCESS HOLE ITYP) STORM PANEL (MAX. DESIGN LOAD ± 72 PSF) SOFFIT CONNECTION DETAIL NOTE: FOR BAY WINDOWS. FASTEN AT A MAX. 24" • r STORM PANEL • -I 2 1- 0 Z J J 2 o. X 2 x 4 x 1/6' CONT. ALUM. TUBE (6063 -T6) V4'0 RAWL CALK-134 • S 0.C. WITH 7/6' M114. EMB. IN CONC. OR OR HOLLOW BLOCK OR 1/4'• LAG SCREW • Cr O.C. WI 1 -1/2 MIN. EMB. IN WOOD OR 1/4 rTW TAPCON • 4 O.C. WI 1 -1/4 MIN. END. IN CONC. OR HOLLOW BLOC]( 1/2 - • THRU BOLT p 1I' O.C. 1/4 RAWL CALK-14 p 12 O.C. WITH 7/6 WN. EMB. IN CONC_ OR HOLLOW BLOCK OR 1/4 LAG SCREW • 24 O.C. W/ 1 -1/2' MIN. EMB. IN W000 OR 1 /4 ITW TAPCON •- O.C. WITH 1 -1/4 MIN. EHB. IN CONC. OR HOLLOW BLOCK 2 x 2' x1/11 CONT. ALUM. ANGLE 6063 -16 (MAX DESIGN LOAD t 72 PSF) ® "PASS THRU" DETAIL SCALE • 3" • 1' -0" W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT 1 /4' MAX. SPLICE AS SHOWN FOR CORNERS OF BAY WINDOW. (N CONCRETE) MAX. 1 /B TILE FINISH MATERIAL 3/4 PLYWOOD SPACING. 3/4" 3/4 W000 FRAMH SPLICE REQUIRED BAY WINDOW N.T.S. 2" x 5" x V6" ALUM. PLATE 16063 -T6) INSIDE EACH SIDE. FASTEN W/ B * 12 SMS OR 3/16 - • POP RIVETS EACH SIDE AS SHOWN p r O.C. SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" • 1' -0" OLASS OR DOOR - SEA - ANGLE PLYWOOD OR STUCCO FINISH 1'x4" ALUM. TUBE rr PTI EXISTING STRUCTURE SHALL BE MIN. 3.000 P.SJ CONC. ACCESS HOLE 2 x 2 x 1/6 ALUM. ANGLE STORM PANEL 3 /S • THRU 601.T p 12 - 0.C. 1/4'• S.S. WOOD LAG SCREW W/ 2 I1H. EMBEDMENT IN W000 ob 10- O.C. 1/4 S.S. W000 LAO SCREW W/ 2 MIN. EMBEDMENT IN WOOD • 24 0.C. (MAX. DESIGN LOAD ± 72 PSF) O N "PASS THRU" DETAIL SCALE • 3 • 1' -0 (MAX DESIGN LOAD ± 72 PSF) K O ANGLE BUILD -OUT SCALE : 3" • 1' -0" 2 x 2 x 1/6 CONT. ALUM. TUBE 16063 - 16) (1N WOOD) MAX. VB TILE FINISH MATERIAL 3/4 PLYWOOD 1 /4 • RAWL CALK -04 • 5" O.C. W/ 7 /13" MN. EMB. N CONC. 2 x 2 x l /B" MIN. - 2' x S' x 1 /11' MAX. CONT. ALUM. ANGLE (6063 -16) W/ 1/4 TMRU BOLT TO HEADER • 12 C.C. 1/4 MAX. PRODUCT REIN% AccurANCND. D0 04 2 6.0C- TION DATE BY 0/ 2 0 PRODl CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE STORM PANE 2" x 2" x .104" CONT. BENT PLATE 12 GAGE STEEL ASTM A446 GRADE C BENT PLATE CONNECTION SCALE : 3' • V -0" 1/4 THRU BOLT ANGLE TO ANGLE CONNECTION • 12 O.C. - SEA - ANGL PLAN VIEW HORIZONTAL PANEL INSTALLATION (MAX DESIGN LOAD ± 72 PSF) STORM PANEL 1/4 RAWL CALK -1N 0 6" O.C. W/ 7 /8 MIN. (MB. IN CONC. (MAX DESIGN LOAD ± 72 PSF) O ANGLE BUILD -OUT O SCALE 3 - V -0 EXISTING STRUCTURE 1/4 -20 STUO p 6 -1/2" O.C. W/ ALUM. WASHERED WINONUT 1/2 1/4 RAWL CALK -IN • 6' 0.C. W/ 7/6 MIN. EMB. IN CONC. OR HOLLOW BLOCK. 2 x 2 x 1/6 M1N. - 2' x 5 x 1/5 MAX. CONT. ALUM. ANOLE 16063- APP ROVED AS COMPLYING H THE APPROVED 1! '7 SOUTH FLORIDA UE - !O JOE DATE�0 -eer 19 ' BY PRODUCT C:;. :• DIVISION BUILDING C(..:M COMPLIANCE OFFICE ACC(PTAP)C' tin TiLie!3 0 l J W 2 n. c 0 I"— C/) J W W Q O CV C 0 n a t 2 d•.Ign by )fc•4■•• by yip( ji VJK dr•vinp no , 98 -128 shoot 6 of 7 BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN 2 x 5" 5 -0" 9' -3" Tv ..125" 8•-2- 7' -11" Tf x .125" 2" x 9 5 " -0- 15 - Tw ..072" 8' -2" 13' -4' Tf ..22L • • 1 -1/4" 1101 2 -1 /4' HA EXISTING C.B.S. a 1/l' -20 STUD L WINGNUT, PANEL TO ANGLE CONNECTION p 6 -V2" O.0 (MAX. DESIGN LOAD Y 72 PSF) O S TRAP MOUNT SCALE :3 • 1' -0 1/1/')AJ0R 14. ALT. LEG DIRECTION B12 SMS 12" 0.C. STORM PANEL (MAX. DESIGN LOAD * 72 PSF) STORM PANEL 2 - x 3'x 1/8" ALUM. ANGLE THREE -1 /L'• THRU BOLTS 2 " x 3'x1 /4•x0' -8" 6063 -T6 ALUM. ANGLE OR TWO -2" x 3" x 1 /8" x 0' -8 6063-T6 ALUM. ANGLES ALLAY. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION i MAX. HORIZONTAL SPANS) I— T, THREE 5/16 CALK -IN ANCHORS p 3 -1 /e" 0.C. W/ THIN. EMBED. N CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x S" x 1/8" BEAMS O P STORM PANEL SUPPORT BEAM SCALE • 3" • T -0" V4"• RAWL CALK-04 E 7' 0.C. W/ M. 7/8" EMBEDMENT W CONCRETE AND 3" EDGE DISTANCE 1/4' OR 3 /L' MAX. GAP SEE STORM PANEL SCHED. BASED ON GAP AT TOP OP PANEL. THREE 5/16'0 CALK -IN ANCHORS p 3 -V8' 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3 /L' MIN. EDGE DIST. USE TWO ANCHORS FOR 2' x S' x 1/8" BEAMS EX STING C.B.S. - SEA - ANGL ALT. LCG DIRECTION T l 2" x 3' x 1 /4' x 0' -8" 6063 -T6 ALUM. ANGLE OR TWO -2" x 3" x 1 /e" x 0' -8 6063-76 ALIRI. ANGLES THREE -1/4 "• THRU BOLTS STORM PANEL © WALL MOUNT Q SCALE : 3" . 012 SMS STORM PANEL p 12 O.C. NOTE:THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 4" MAX. (MAX DESIGN LOAD x 72 PSF) O T STORM PANEL SUPPORT BEAM SCALE • 3" • T -0' (MAX. DESIGN LOAD — x 72 P.S.F.) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 1. MAX. HORIZONTAL SPANS) NON- STRUCTURAL FINISH MATERIAL (BRICK OR WOOD BANDING) FASTENER, SEE ANCHOR SCHEDULE. RCF CRENCE CONNECTION TYPE 2• •h HEADER 1 /4" OR 3/4" MAX. GAP SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL. PANEL STOR LLLI TFITI 11111 ANGLE TO WALL DETAL (MAX DESIGN LOAD — >: 72 P.S.F.) U O WALL MOUNT SCALE : 3 • V -0 PANEL MAY BE MOUNTED AT FACE OF OPENING 1 /L" -20 STUD i WINGNUT, PANEL TO ANGLE CONNECTIO p 6 -1/2" 0.C. 2" x 2" x .093" MIN. - 2" x 5" x .093" MAX. STUDDED ANGL PAN8- TO ANGLE DETAIL (MAK DESIGN LOAD s 72 PSF) O TRAP MOUNT R SCALE : 3 = V -0" STORM PANEL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 1/4' -20 STUD L WING HUT PANEL TO "SEA' ANGLE "SEA" TION'TYPE 1• CONNECTION p 6 -1/2 O.C. - SEA" ANGLE NON-STRUCTURAL FINISH "SEA" ANGLE MATERIAL (BRICK OR W000 BANDING) 1/4 RAWL CALK -1N p 3" 0.C. W/ 7 /e" MIN. EMBED. IN CONC. OR HOLLOW BLOCK OR 1 /L'0 1TW TAPCON 0 4" 0.C. WI 1 -1/4 MN. EMBEDMENT IN CONC. OR HOLLOW BLOCK PRODUCT RENEWED ACCEPTANCE ND. Do - 114 2 6.0 6 EXPIATION DATE i 4 STORM Q. PANEL X Q e 3/, Zoo3 BY g AMP/ /, PRODU " F CONTROL DIVISION BUILDING CODE COMPLIANCE. OFFICE APPROVED AS COMPLYING v "TH THE SOUTH FLORIDA Bjl!LD:) :G ODE DAT BY PRODUCI C::..*'' D!ViS10N BUILDING CU. ;: COMPLIANCE OFFICE ACCEPIA:Iri no t16- 9713 -01 J1 w z a.. CC 0 J w w N c 0 • r•c.l. t AS NOTED (d.sIgn b vrc 8 ffi lk • VJ. K PROFES FL P d. 1. CH NGINEER 6e No. 983 (drown by l NC l (ch.cl..d by( v�J dr.wln0 no. 98 -128 .n..t 7 .1 1 06/1)/)., 1 ? 71 57' ,44 0rrn F 444-1 cSIVIP • BUILDIN MIAMI SHORES VILLAGE, FLORIDA G En ELECTRICAL 0 PLUMBING 0 PERMIT N? 10011 ROOFING 0 Owner of , Building c'-!‘ Architect Contractor e or Builder -=.___ :, _ Legal Lot r.,' Description 1 , ' 11 B Address of Building CONTRACTOR or BUILDER Date Work to be performed under this Permit Contractor's License No. - vision Sq. Ft. Value of _ 11 Amount of Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed (INSPECTOR) BY In consideration of the issuance to me of this permit I agtee to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work one by either, myself, my agent, servant or employee. BY AUTHORITY