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915 NE 91 Terr12/21/99 10:25 NOTES ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH TR; SOUTH ORIDA BUILDING CODE DAT . 0 _ I BY AP i `PRODUCT 'CO IROL DIV!S1ON SUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4 1 - HID • D3 Uol Zzl 2 o 0 u U f- U ° w Q O 521 oo - O m � o o c s T. • 2 QW g 8 z Z > _ N W J = W 2 1 W Cho ° . w- N z wz z m z5 $ W 3 C0 U 0 U w co co 0 = 0 0 CANCENSWERIBISCEMID =I agaseNraginOMNOM V.J. KNEZ H P.ROFESSlO • E GINEEI ( FL Lac: r. e NO P �0 0983 000 / ,sca ,drawn dy I` AS NOTE7j . des.9n dY Ilcnecked oy� VJK VJK dravo9 no. 96-110 I sreer 8 of 8 jl STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS M NI.MUN1 SEPARATION FOR !NSTALLAT!ONS 30' OR LESS ABOVE GRADE (INCHES) (PSF) L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 4.5.0 9 - 8 50.0 9 - 5 55.0 9 - 2 60.0 8 - 9 62.0 8 - 7 65.0 8 -5 70.0 3 72.0 8- 8 75.0 3 80.0 10 - 6 90.0 3 -3/4 3 -3/8 100.0 3- 0 2 110.0 1 - 1/8 4 0 120.0 3 1 -1/4 130.0 N 4 3 140.0 7- 0 2 150.0 1 -5/8 3- 8 160.0 3 2 -1/2 170.0 3 -3/4 3 -3/4 180.0 50.0 3- 0 190.0 3 1 -1/3 200.0 2 12/21/99 10:25 NOTES ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH TR; SOUTH ORIDA BUILDING CODE DAT . 0 _ I BY AP i `PRODUCT 'CO IROL DIV!S1ON SUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4 1 - HID • D3 Uol Zzl 2 o 0 u U f- U ° w Q O 521 oo - O m � o o c s T. • 2 QW g 8 z Z > _ N W J = W 2 1 W Cho ° . w- N z wz z m z5 $ W 3 C0 U 0 U w co co 0 = 0 0 CANCENSWERIBISCEMID =I agaseNraginOMNOM V.J. KNEZ H P.ROFESSlO • E GINEEI ( FL Lac: r. e NO P �0 0983 000 / ,sca ,drawn dy I` AS NOTE7j . des.9n dY Ilcnecked oy� VJK VJK dravo9 no. 96-110 I sreer 8 of 8 jl MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN ACTUAL SHUTTER SPAN (FT - IN) M NI.MUN1 SEPARATION FOR !NSTALLAT!ONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARAT!CN FOR INSTAL'- ATIONS GREATER THAN 30' ABOVE GRADE (INCHES) " LOAD(W) (PSF) BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/3 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 3- 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 -1/3 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 - 3/3 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- 3 3 -3/4 3 -3/4 3 12/21/99 10:25 NOTES ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH TR; SOUTH ORIDA BUILDING CODE DAT . 0 _ I BY AP i `PRODUCT 'CO IROL DIV!S1ON SUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4 1 - HID • D3 Uol Zzl 2 o 0 u U f- U ° w Q O 521 oo - O m � o o c s T. • 2 QW g 8 z Z > _ N W J = W 2 1 W Cho ° . w- N z wz z m z5 $ W 3 C0 U 0 U w co co 0 = 0 0 CANCENSWERIBISCEMID =I agaseNraginOMNOM V.J. KNEZ H P.ROFESSlO • E GINEEI ( FL Lac: r. e NO P �0 0983 000 / ,sca ,drawn dy I` AS NOTE7j . des.9n dY Ilcnecked oy� VJK VJK dravo9 no. 96-110 I sreer 8 of 8 jl FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (WI PSF MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" 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) 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 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRE It BLOCK 43 0 1 12 9 12 S 12 8 7 12 8 3 . 5 � � 12 12 11 12 6 12 9 8 12 4 9 3 6 9 3 62 0 12 10 7 12 1 . 9 i�%� r 12 11 9 12 4 4 10 5 10 3 8 3 5 D iNII 1111N1111N1111 1111111 1/4 TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72.0 11 5 6 11 3 8 J 7 %/ 4 U% 12 6 7 12 4 9 3 5 In 3 3 5 8 a 92. 3© ''� M %/'� 7 i 4 7 7� I■%/ ���� 4 7 r A 9 3 6 9 8 3 DE 8 33 �i�MIG 5 EIN �/ 200 0 /1 , � llarA =E%/ 8 * amalmozzats. 'r al ° ° "`A1YtLL °' 1/4"0 ELCO MALE/ FEMALE - PANELMATE" W/ 1 MIN. EMBEDMENT & 1/4 - 20 SIDEWALK BOLT 4 8.0 12 12 12 12 7 12 12 8 12 5 12 4 6 12 4 12 12112 12 8 12 12 10 12 6 12 4 7 12 4 62 0 12 12 9 12 6 12 5 5 12 4 11 4 5 11 3 12 12 10 12 6 12 5 3 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 6 12 1. 12 4 6 12 3 92.0 12 4 6 12 4 11 4 11 3 m to 11 4 5 11 3 12 7 -f 12 4 12 4 6 12 3 12 4 6 12 3 200 0 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 5 12 3 12 N 5 12 3 12 4 6 12 3 * /? 1/4 POWERS CALK W/ 7/8" EMBEDMENT 2. 1/4 - 20 STAINLESS STEEL MACHINE SCREW - IN 48.0 12 12 10112 6 12 10 7 12 5 11 4 5 11 m In 12 12 12 12 8 12112 11 12 6 12 5 8 12 4 62.0 12 12 8 12 5 12 5 12 3 N to 10 3 4 10 3 12 12 12 12 5 12 .n 9 12 4 12 4 7 12 4 72 0 12 7 6 12 4 10 3 5 10 3 10 3 4 10 3 12 9 10 12 5 12 4 7 12 1. 12 4 7 12 4 92.0 11 -f 5 11 3 10 3 4 10 0 ,t 10 3 10 3 m 0 12 8 m 12 4 12 4 7 12 4 12 4 7 12 4 200.0 10 3 4 10 3 10 3 4 10 3 10 3 4 10 3 12 4 7 12 4 12 4 7 12 4 12 4 7 12 4 48 0 12 12 10 12 5 11 7 7 11 3 8 3 5 8 r a 12 12 12 12 5 12 3 9 12 9 3 6 9 8 8 3 F lA 62.0 1 2 9 7 1 2 9 3■ 9 7 / rn m ■ ■ ' / / 4 7 ' 12 1 1 9 1 2 4 10 4 7 10 8 % S 1/4 NAIL - IN MIN. ZAMACERS W/ 1 -1 /8" EMBEDMENT 72.0 10 5 6 10 7 1 4 7 1 7 4 11 6 8 11 3 8 3 6 8 %� 5 92,0 8 3 5 E' Y 4 wig" 4 7 / 9 3 6 9 3 EI 5 8 = � � 5 lar FA 200.0 7 Ud 4 ,�M 4 =imam 8 wined, o ° 5 6 8 arm 48 0 12 12 8 12 9 6 6 9 3 u narm 12 12 12 12 5 12 8 8 12 4 B 3 moo 62 0 10 1 8 6 10 U 7 6 i 3 6 r 12 10 9 12 4 9 3 6 19 3 EI 5CI EN J 1/4 "0 ITW DYNABOLT ANCHOR MIN. RED HEAD SLEEVE W/1 -1/8" 8" EMBED. 72.0 9 4 5 9 • 6 MOW 6 % 3 6 r a 11 6 8 11 3 3 - O 5 92 , 0 � U 4 7 E 6F 3 M 6A 3 608 3 6 a 8 5 8� 5 ' AZ� g 8 11 � %MN 4 5 6 8 11 200.0 �% 3 6 rd 6' • �� 6 3 6 j 5 8 aU 5 r b v4 "0 ASHLEY QUICK -SET SCREW WITH 1 -1/4' MIN. EMBEDMENT 4 8.0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 12 12 12 12 7 12 10 9 12 5 62 2.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 72 0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 92.0 11 1. 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 5 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 12/21/99 10:24 A ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 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. 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 MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD. 3/4" EDGE DISTANCE 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 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT rQ 6" O.0 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. 11. 4 - TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU.LDING CODE DATF i. • 10 BY . • A% PRODUCT CONI OL DIVISION BUILE NG CODE COMPLIANCE OFFICE ACCEPTANCE NO vs-N/0 Z� 2 O0 ON N W z C0 0 es:V V.J. KNEZEV1 PROFESSIONAL �L Lice PE 0 is a:o�travn Cy As .00TEO i ', >^C aes.gn Dy 1 cneckca :r ViK V;N i orav3ng no 96 -110 sneer 7 of 8 J 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST ING STRUCTURE ANCHOR TYPE LOAD (WI PSF MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 - 6" (SEE NOTE 1) SPANS UP TO 7' - 5 (SEE NOTE 1) SPANS UP TO 10 " 6" (SEE NOTE 1) 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 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 • CONCRETE 8 1 1 48.0 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 12 12 12 12 12 12 12 12 12 12 12 11 12 12 9 62.0 12 12 12 12 12 12 11 11 12 9 12 8 9 12 7 12 12 12 12 12 12 12 12 12 10 12 9 112 12 8 4 8.0 1/4"0 ITW TAPCON W/ 1 - 3/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRtit) 72.0 12 12 12 12 10 12 8 9 12 7 '12 62.0 3 9 12 7 12 12 12 12 12 12 9 12 12 8 12 9 12 12 8 92.0 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 12 10 12 12 9 12 9 12 12 8 12 9 12 12 8 200.0 12 8 9 12 7 12 8 9 12 7 12 8 9 12 7 12 9 12 12 8 12 9 12 12 8 12 9 12 12 3 * uuuiunuuu „mu,uu= *TPszimm• 1/4 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 SIDEWALK BOLT (MIN. 3,000 P.S.I. CONCRei ) 48 0 12 12 12 12 7 12 12 8 12 5 12 1. 6 12 4 12 12 12 12 8 12 12 10 12 6 12 4 7 12 4 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 1. 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 92.0 1 2 4 16 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 5 12 3 200.0 11 4 I 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 * " 1/4"0 POWERS CALK W/ 7/9" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) - IN 43.0 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 10 62.0 12 12 12 12 12 12 11 9 12 9 12 8 8 12 7 12 12 12 12 12 12 12 12 12 11 12 10 12 12 9 72.0 12 12 11 12 11 1 2 3 8 12 8 12 8 8 12 7 12 12 12 12 12 12 10 12 12 10 12 10 12 12 9 92.0 12 9 9 12 3 12 8 8 12 7 12 8 3 12 7 12 12 12 12 10 12 10 12 12 9 12 10 12 12 9 200.0 12 8 8 12 7 12 8 3 12 7 12 8 8 12 7 12 10 12 1 12 12 12 12 9 9 12 12 10 12 12 12 12 12 9 6 12 10 ! 12 12 12 9 4 48.0 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 12 125 3 62.0 12 12 8 10 9 12 12 6 5 12 12 5 4 7 6 12 12 4 3 11 11 ■ 6 4 , o .n J -f 11 11 3 3 12 12 12 12 10 11 12 12 7 5 12 12 5 - 9 3 12 12 5 to ,r 12 4 8 _ 3 CO a; J t N NI 12 12 4 4 u v / 1/4 POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRtIt) 72.0 12 92.0 12. 4 7 12 4 11 4 6 11 3 11 4 6 11 3 12 5 8 12 4 12 4 3 12 4 12 4 8 12 200.0 11 4 6 11 3 11 4 6 11 3 11 4 6 11 3 12 4 8 12 4 12 4 8 12 4 12 4 8 12 4 48.0 12 12 12 12 11 12 12 10 12 8 12 6 7 12 6 12 12 12 12 12 12 12 12 12 10 12 8 12 12 7 1=] 1/4'0 DYNABCLT ANCHOR MIN. (MIN. 3,000 11 (irluim 62.0 12 12 11 12 8 12 8 8 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12 12 8 12 7 11 12 6 TW RED HEAD SLEEVE W/1 - 1/8" EMBED. P.S.I. CONCRETE) 72.0 12 12 9 12 7 12 6 7 12 5 12 5 7 12 5 12 12 12 12 9 12 7 11 12 7 12 7 11 12 5 92,0 12 6 7 12 6 12 5 7 12 5 12 5 7 12 7; 11 12 8 12 12 7 12 7 11 12 6 12 7 11 12 6 200.0 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 7 11 12 6 12 7 11 12 6 12 7 11 12 6 48 0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 S,11 "1 "„ "iW 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 1/4' ASHLEY CU -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 5 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 * I-1 L . 1/4 DROP SIDEWALK HEAD) MIN. (MIN. 3,000 4 8.0 12 12 12 12 12 12 12 12 12 12 12 12 9 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 62.0 12 12 12 12 12 12 12 10 12 11 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 POWERS - IN 8. 1/4 - 20 BOLT (3/4''0 W/ 1 - 1/4" EMBEDMENT P.S.I. CONCRETE) 72.0 12 12 12 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 92.0 12 12 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 200.0 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS STRUCTURE ANCHOR TYPE 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 1 0 . - 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 1 4 8.0 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 8 1 1 1/4 WOOD LAG w/ 1 - 3/4 - MAN. THREAD PENETRATION SHEAR PARALLEL CR PERPENDICULAR TO WOOD GRAIN 62.0 12 12 9 12 12 12 11 6 12 9 12 8 S 12 7 72.0 12 12 7 12 10 12 8 5 12 7 12 8 5 12 7 92.0 12 9 6 12 8 12 8 5 12 7 12 8 5 12 7 200.0 12 8 5 12 7 12 8 5 12 7 12 8 5 12 7 4 8.0 12 12 V 12 8 1212 12 5 12 4 j 12 4 1MM 62.0 12 12 12 6 12 5 12 4 11 4 11 3 7/16 0.D. BRASS W BUSHING / 7/8" MIN. PENETRATION E. 1/4 - 20 MACHINE SCREW 72.0 12 8 j 12 5 12 4 / 12 3 11 4 11 3 92.0 12 11 4 f 12 4 11 / 4 3 11 4 11 11 4 / 11 3 3 11 11 4 / , 4 �/ 11 11 3 3 200.0 err tLILiuumuuuuu . * iCtimmEn2> 1/4 ELCO MALE/ FEMALE - PANELMATE - W/ 1 - 7/8" MIN. PENETRATION & 1/4 - 20 SIDEWALK BOLT 4 B.0 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62.0 12 12 12 12 12 12 12 11 12 10 12 9 9 12 8 72.0 12 12 12 12 12 12 9 10 12 8 12 9 9 12 8 92.0 12 10 10 12 9 12 9 9 12 8 12 9 9 12 8 200.0 12 9 9 12 8 12 9 9 112 8 12 9 9 12 8 12/21/99 10:24 4 DAT BY PRODUCT CO, 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9S ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 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. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK CR WCOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, S. 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. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE CF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER CF 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 CR HEX HEAD. 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS }N;" r V:J_ c BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR.W'AFcR' PROFESSION HEAD (SIDEWALK BOLT), U.O N. F -1 I PE DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES *10 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT p 5" 0 C CR 12" 0 C MAX SPACING ONLY SPACINGS SHALL NOT EXCEED VALUE SPECIF;ED IN ANCHOR SCHEDULE LOCATE FASTENER IN NARROW PORT ' CF KEYHOLE SLOT OR KEYHOLE WASHER. 1 �4 20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK, lJ KEYHOLE WASHERS ARE USED O`c- �S �ti� � t, AS VOTE L), Zz m F W Q 7 -o 0 c O � 2 < W � O z ? - g 2 W 2 w ; z wz z ti cilLEMESIENNEWEBRIP GG b 8 1' 22 N N 3 ..3 m z m ;. m2; B E LL - o 01 .I 1_ j„igl �� u l o,olol z < - I > i,ei,a % Nil W o ' i = <li : a 10 OI > W = �;a a 9 'JO Y E'E 5. ° : C _ Z U GQ . 1 10 ON 0 Y a 0 s u i • GIN EER e NO 0933 2000 /22/96, ce: tY : or V 1'< V d( 96 -1 10 Sheet S of 8 i 12/21/99 10:23 b d 1" x 2" 2" x 2" 2 x 4" 2"x5" d x 0.055" 6063 -T6 ALUM. TUBE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1• SCALE 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK. CR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) J.EMB 0 SCALE : 3" 0 1 /4 MACHINE BOLT p 6" 0 C HEADER MOUNT DETAIL NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL 2"x 2"x.093" STUDDED ANGLE I x 2" ALUM. TUBE BUILD -OUT b d x2 "I 2 x 2 2 "x x 0 055" 6063 -T6 ALUM. TUBE L 'I 2 "x5 "i FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 3 CONT 1/L" MAX. 1 Z a C. N Jm wa Z a , a E J 0 0 O O H W X w U E w In © 2" x 2" x .093" STUDDED ANGLE La 1 2 - x 3" 2'x 4" x1 /8" I2 "x 5" 6063 -T6 ANGLE EMS 1/4 -20 MACHINE BOLT b W■NG.NUT Cd 12" 0 C OR (nl 6" 0 C FOR PANEL LENGTHS GREATER THAN 154" )TYP TOP b BOTTOM) EMBED 1 /L" x 3/4 TEK SCREWS CR 1/1.-20 BOLT AND NUT Cd 12' O C. STAGGERED (TYP. TOP AND BOTTOM) I � 1 -1/2 MIN. I 1/4" -20 STUD 8. wINGNUT, PANEL PANEL TO ANGLE CONNECTION p 12' 0 C. La CONT O Z ALT. TRAP MOUNT DETAIL SCALE 3' = 1' -0" 2 - FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3" 0 CONT. wir e44 11 = EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 2" MIN NON- STRUCTURAL NOTE, THIS DETAIL MAY SE USED AT TOP CR BOTTOM OF PANEL. STORM PANEL BUILD -OUT AC SCALE 3" _ -0" EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/L "0 RAWL CALK -IN Ca L" O.C W/ 7/8" MIN EMNED. IN CONC OR HOLLOW BLOCK 1/4 -20 MACHINE BOLT 3 wINGNUT a 12" O.C. OR CcT 6" 0 C FOR PANEL LENGTHS GREATER THAN 1C4". (TYP, TOP L BOTTOM) 2 "x2 "x.093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE QAT A 19�.� BY 11"11 PRODUCT EON ROL DIVISION BUILDING' CODE COMPLIANCE OFFICE ACCEPTANCE NO. C l I 110 '03 d Z z — H 17 Ln H W - I-U Q ¢ 0 Q < z e = W U0 — > F- W J N y LL 2 Z U -.J U 0 W 7 N o m < 2 • W 0 LL • 2 g o 7 N rn ri U A 0 5m, ZZ I J ] Z WI 2‹ ]LLI J � 2 Q Fla O 0 �- m 0 G� C M 3 U z Iri UJ Q U O LO a .e U_ > N LU z m 0 H- x ID 'C 0 U IIMEMEMEIMMEMS 0 _ cs,4 . N mod N u N Y N . z O p� c O y c x m O y LL sheet S of 8�� 0 GLASS OR DOOR 2"x2'x.093 ALUM .STUD ANGLE 3/4" PLYWOOD (MAX DESI N LOAD a 72 PSF) • "PASS THRU" DETAIL • SCALE 3" x 1' -0" 12/21/99 10:17 2" x 4" x 1/8 CONT ALUM. TUBE (6063 -T61 MAX. 1/8" TILE FINISH MATERIAL 1/4 "0 RAWL CALK -IN @ 6" 0.C. WITH 7/8" MIN. EMB, IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 12" 0 C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2"0 THRU BOLT @ 12" 0.C. 1/4 "0 RAWL CALK -IN @ 12'• O.0 - WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" 0.C. W/ 1 -1/2" MIN. EMS. IN WOOD © 2" x2" x 1/8" CONT. ALUM. ANGLE 6053 -T5 4 "MAX NON - STRUCTURAL FINISH { / J P ^ATERIAL BR OR WOOD J � I , FASTENER, SEE ANCHOR Hll 1 SCHEDULE BASED ON TYPE CONNECTION 'TYPE 2' ft 2 -7-1-11 r 1 } 1 /4'" MAX Et -ISED 1 1 1 1 WALL MOUNT ® SCALE 3'" = x a L 1/4 -20 S S BOLTS W/ WINGNUTS MIDSPAN OR Si " 0 C. MAX. (TYP) ANGLE MAY VARY V • V -1. O ALT. CORNER DETAIL SCALE 3' i -0" 5 2" x 2" x 0.125 CONT. TO4 x4"x0125 5C63-T6 ALUMINUM ALLOY OR 18 GAGE GALV STEEL ANGLE 1/2 6" 6 - 1/2' INTERIOR FASTENING ANGLE ASSEMBLY 3/8 "0 HOLE FOR FASTENING PANEL 2" x 2 ALUM STUD ANGLE FOUR 1/4 "aa RAWL CALK -IN ANCHORS 'W/ 7/8" MIN. EMBED. IN CONC @ 4" 0 C. SCALE 1_1/2" x 1' -0' SCALE N T S 1 -1/2"-;, i INTERIOR FASTENING ANGLE ASSEMBLY PUNCH HOLES ,N ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR v-9 FASTENING (ISOMETRIC) SCALE 3" 1' -0 I Z N NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL IMAX. DESIGN LOAD x 72 PSF) EDGE MOUNT DETAIL SCALE 3' x 3" x 1/4 ALUM. ANGLE t/ 4 " -20 STUD W/ NUT @ 6" 0 C. 2 "x3 - x1/8 - ALUMINUM ANGLE Z 2 "x 2" x 093" STUDDED ANGLE W W/ 1/4 -20 STUDS b WINGNUTS @ 12" 0 C 1/4 -20 MACHINE BOLT AND NUT 4 @t2 "0C a Q Q4 2" x 5' x 1 /8" CONT ANGLE 6051 -T6 ALUM APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DR T ill D 9 E X 4 L —ti 0 RAWL CALK -IN @ 4 0 C. W/ 718" MIN. Er CONC. OR HOLLOW BLOCK -n CIMISIMINEMEMSI _ , K .r V.J -0. : I H : ,t, f+ a BONA ' GINEER�. 5 �� 49 Lr.Lic n . ‘ No, i r ^ . �, FF '•O 0933 U Zz W H I- Q 0 o Q w 4 a Z 1 Uz —z >>,: WJ N y WZ ZO U n 8 u • U W 2 w N o J • Q p 0 w • w g O ) n y w U g m3 J • ■ y W > z w 7 N Z I S n � U z w U ' 4) � t ` j9 ` �� 22/95 \4� p ` _N[al7 prawn by BY lr . o' at :v., by ..<neCkeO: PRODUCT CO 01 DVS ON V v ,K . 0.-a...,,,, no. BUILDING CODE CO ?L.ANCE OFFICE 96_ ACCEPTANCE NO 9 - I L 1 D • 03 ZND sheet - of SEE MIN PANEL SEPARATION FROM GLASS SCHED - GLASS OR DOOR 1 J I 46MIU MAIMV. A' . MAU. ) 12/21/99 10:16 ' / I EMBED r x »" x 0.055 OR 1 2" x 4." x 0.055" ALUM. \ TUBE OR 2" x 4" OR 2 x 5" P.T. WOOD 1 BLOCKING THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1 /L" MIN. EMBED. Cal 24 0 C. MAX. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS, NOTE. USE CF THIS DETAIL IS LIMITED TO • 72 PSF. O WALL MOUNT SECTION (BOTTOM) J SCALE 3" t' -0" r 10" CONT L" x .250" ALUM. PLATE OVER WOOD MEMBERS 0 CONT H O w J N J Z z a 4 a a' J X w 4 z s a Z 6 CCNT N 014 SMS BETWEEN TRUSSES Ca 24- 0 C EXISTING CONCRETE. ▪ HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR C SCHEDULE BASED ON TYPE Ir OF STRUCT)JRE) WOOD ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. SOFFIT CONNECTION DETAIL O SCALE 3" 1 -0" 4 4 GLASS OR DOOR FOR WOOD BLOCKING USE 1 ✓4 "0 S.S. LAG SCREW W/ 1 -1/2 PENETRATION INTO WOOD BLOCKING cm 12 - O.C. FOR ALUM. TUBES USE 1 /L"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED @ 2L' D C. MAX. 8. CNE 1/4 - 0 THRU BOLT w/ ACCESS HOLE a MIDWAY BETWEEN STUDS. TWO -1/4."0 SS. LAD SCREW 5 24 0.C. MAX. '.// 1 -3 /L PENETRATION IN CENTER OF STUDS 1"x4" CR 1 062 - CONT ALUM TUBE (5063 -T6) Jm Z 014 SMS p 12 C. C . a BETWEEN TRUSSES ' Z J ;a) 24" C C 2 � oa N w u N Z a N SEE MIN. SEPARATION FROM GLASS SCHED. NI 5 :0 O EMBED. (TYP 1 SCALE : 3" A 1' - 0•' FASTENER SEE ANCHOR SCHED' -'LE REFERENCE CONNECTION 'TYPE 1' :'JSE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY Cal 6" OR 12" O C.. BUT DO NOT EXCEED SCHEDULED SPACING (TYP TOP S BOTTOM) 0 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) WALL MOUNT SECTION (DIRECT MOUNT) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS THREE 1 /4 - 0 WOOD LAG SCALE ' 1 -1/2" x 1' -0" SCREWS W/ 2 -1/4 MIN. EMBED Cal 24- O. MAX PLACE ONE FASTENER THRU HEADER 1" 0 "I 1/4" MAX ACCESS HOLE (TYP) Q CONT 0 4 x 4" ALUM. TUEE WOOD ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SOFFIT Z a X H < 0 F IN (MAX. DESIGN LOAD x 56 PSF I O O ALT. SOFFIT CONNECTION DETAIL SCALE 3" = 1. -0" O EMBED (TYP 2" x S" x './8" ALUM, PLATE I6063-76) .NSIDE EACH SIDE FASTEN W/ 8 0 '2 SMS OR 3/16"0 POP RIVETS EACH SIDE AS SHOWN Cal 1 C. SCALE 3" A 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEOuLE REFERENCE CONNECTION 'TYPE 5' O L 1/4 -20 MACHINE BOLT b 'WINGNUT [J 12" O.C. FOR PANEL LENGTHS LESS THAN CR EOUAL TO '04" AND p 5 0 C. FOR PANEL LENGTHS GREATER THAN 104" 0 CONT SE_ MIN SEPARATION FROM GLASS SCHEDULE r._2= THIS DETAIL MAY BE USED AT TOP OR BOTTOM CF PANELS. WALL MOUNT DETAIL i N w Z, Z J© Q ▪ I Z H J K „ ' i a ' Z, <ICO 00 El N ( N EmBED (IMP ) Q3 CONT -- APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 411 >7 19_ BY PRODUCT CO ROL DIV!S''61 BUILDING CODE COMPL'ANCE OFFICE ACCEPTANCE NO. - 1 ‘ • P 3 CONT WOOD FRAMING REDUIRED SOFFIT CONNECTION DETAIL O SCALE 3 A 1' -0" 1/2 PLYWOOD 1/4" MAX Z • Q a w 10 N J w w 0 J Z I- ▪ a w a Z Z C O >•i( O O N v Z y N ti _LA L— FASTE.N'ER, SEE ANCHOR SCHEDULE .REFERENCE CONNECTION "TYPE 3• N1 • • • I • • • • d` • • • or Z _ F LL u III, 2 co F... U w0 it O 0 N Qp S r4 3 O . m p w f Ll �N m C/) 2 Q w w = w —z WJ N W ZO U h 2 a N Z 0 z 8 ON 0 arow■nq no 96-110 sRee' 3 of B v O 0 .6 0 co N , W — 1 N N c l o o o I 8IZ Z N o N 0 0 =I!oOO° B ' 0 O z = = =z i — o= 3 < < 0 • V A ¢ - i O IV Y Y Y x Y < i� a L✓ [l , �j/.J. ICNEZ� CH 1 F;OF 55! NGINEER ' y i�t.lc e.IVO: 0983 I 20001 0 /22/96, at) drawn aY AS'0TED, C, ces•gn Oy :cnec4e0 oy. V K V.A LTh O! 01 0 GLASS OR DOOR EMBED. TYP) I SEE MIN. SEPARAT!ON FROM GLASS SCHED. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TY?E 1' ANGLE TO WALL DETAIL EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS CR DCOR EXISTING CONCRETE. HOLLOW BLOCK, OR W000 RAMING (SEE ANCHOR SCHEDULE BASED ON TYPE 1 OF STRUCTURE) FASTENER, SEE AN HCR SC'H'EDULE REFER5'10E CONNECTION 'TYPE 4• 12/21/99 10:13 O )TYP, TOP b BOTTOM) EMBED. (TYP EXISTING CONCRETE, HOLLCW BLOCK, CR WOOD 'RAMING (SEE ANCHOR SCHECUULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE2• CONT. EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE 3ASED ON TYPE OF STRUCTURE) r—® CONT PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE 3" . 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• 1" (MIN) 1 I 1/4 -20 MACHINE BOLT & wINGNUT (0 12 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND(] 5" 3C. FOR PANEL LENGTHS GREATER THAN 104" BUILD -OUT MOUNT SECTION SCALE 3" = 1._0" 1/4" MAX Z 0. a X E a 5 E 0 N 1/4 -20 MACHINE BOLT b W)NGNUT (a 12" O.C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND @ 6 0 C. FOR PANEL LENGTHS GREATER THAN '04" 014 TEK SCREWS CR 1/4_20 BOLT AND NUT Cm 12 0 C STAGGERED (TY?. TOP AND BOTTOM) CONT . 513E CLOSURE REO'D (SEE R.AN VIEW) z a a X a E 1/4" MAX a ' a E 3 C 0 0 0 I w w EMBED (TYP GLASS OR 33CR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1• FASTENER, SEE ANCHCR SCHEDULE BASED ON TYPE CONNECT'ON'TYPE 3• GLASS OR DOOR 1 SEE MIN SEPARATION FROM GLASS SCHED. WOOD FRAMING WOOD CEILING/ INSIDE O MOUNT SECTION SCALE 3" = 1' -0" FASTENER. SEE ANCHOR rid/ SCHEDULE, REFERENCE CONNECTION 'TYPE Y O r qq NI ∎/1 SEE MIN SEPARATION FROM GLASS 5CHE0, ® ANGLE TO WALL DETAIL WOOD FRAMING 1/4" MAX O WALL MOUNT SECTION I SCALE 3" 1 -0 7-0 1/4" MAX 1/4-20 MACHINE BOLT 8 'WIN'GNUT 12" O C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6 - 0 C FOR PANE'_ LENGTHS GREATER THAN 104 PANEL. TO ANGLE D E TAIL. EMBED I T Y P I EDGE 31ST EDGE DIST CONT GLASS CR DOOR 1/4 -20 MACHINE BOLT b w1NGNUT CL 10" 0.0 FOR PANEL LENGTHS LESS THAN CR EQUAL TO 104" AND (al 6" O.C. FOR PANEL LENGTHS GREATER THAN 104", FASTENER, SEE ANC)05 SCHEDULE BASED ON TYPE CONNECTION 'TYPES' FASTENER, SEE ANCHOR \ SCHEDULE 345E0 CN TYPE CONNECT :oN TYPE CONT CEILING /INSIDE G O MOUNT SECTION SCALE 3" _ 1' 0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A 2 BY PRODUCT CON ROL DIV'''ON BU /LING COLE CO.MPLANCE OFFICE ACCEPTANCE NO 1 - 1110. 0 3 1 SEE MIN. SEPARATION FROM GLASS SCHE0. o EXISTING CONCRETE. HOLLOW BLOCK, CR WOOD FRAMING )SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4" MAX EXISTING CONCRETE. HOLLOW BLOCK. 0R WOOD FRAMING (SEE ANCHOR SCHEDULE 345E0 ON TYPE O F STRUCTURE) V 0 2 I z. Z 0 - y N • U W /)- a Ea U 0 a .0 U w Z 0 0 0 i O U 2 I J` y'J .k' ° I 4 O Z U 1 N 1-gm < m m o x " E d w 00 00, 0 ersitiraMMEMBEEtia I X 1 5,1 o I 10 d'S O 3; i :' z e w o N. V © I ; IT YIYI Y L. e ?I�l 1 I: j G j M1 a C ol ON ry �I 1! 1 7 1 ferEratellaagfriaraa V.J. KNEZ ?ROFESSI0 L1 c - e No • 1 S E . ' 0983 arawtnq no 96 -110 s ... e t 2 of 8 H GINEERI 1 0 /22/96 prawn oy •3 NZ ; HC; :es qn oy cnecwee O v:K V 10 1 50" LABEL LOCATION - \ 1 0312 090" ITYP) __ AL T. LEG DIRECTION GENERAL - NOTES: 12/21/99 10:12 469" 2.000' 800 093' MADOEN MFG CO. POMPANO BEACH, FL DADE COUNTY PRODUCT APPROVED 060" ti 12 DO" COVERAGE 15 259" STORM PANEL 0 SCALE 1/U" = 0. - 1" 1.250" 2 015" \I 18B =.. O "EI' TRACK 0 "F" TRACK O SCALE 1/U" = 0' - 'I" SCALE ?/4'" = 0' -1' H 875" 25 563 120 GA. GALV. STEEL OR 0.060" ALUM/ 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE ANO 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 PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS' OBS 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201, PA 202. AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (LTC) TEST REPORT No. 96 -014 of j 2 265" ;PI 077" -- I 0'7- 7 '-- V— ,1 125'1 OI WINGNUT SCALE HALF SIZE 18 CAGE GALV. STEEL GRADE C B. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REDUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9 THE PERMIT HOLDER SHALL VERIFY THE ADEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE F DMMENCING WITH THE WORK. 10 'RNCHORS SHALL BE IN4 � ALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EMBEDMENT LENGTHSTMALL BE AS NOTED AND DO NOT INCL STUCCO OR OTHER FINISHES AT LEAS 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 & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". O "h" HEADER SCALE 1 /4" = 0' -1" KEYHOLE 0 WASHER STEEL BAR S CALE • HALF SIZE SCALE • HALF SIZE 5 STORM PANELS SHALL BE 5052 -H32 CR 300L -H34 ALUMINUM ALLOY. 0.050 THICKNESS. ALL EXTRUSIONS SHALL BE 6 0 6 3 - T 6 ALUMINUM ALLOY, U O N 6 ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSI M(NIMUM YIELD STRENGTH. 7 FOR INSTALLATIONS 30 FT OR LESS ABOVE GRADE, AN OPTIONAL 1 x 1 x 18 GAGE STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL I J SPANS USED ARE 104" CR LESS, AND THAT THE SEPARATION FROM THE GLASS IS 2" CR MORE BUT LESS THAN 3 -3/4". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MtOSPAN, W/ 1/4 -20 x 4 BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE, PAGE 8 OF B. FOR REDUCED SEPARATIONS 1/4" MAX. 062 ". rn HI 2 063" 2 346 ♦ - EXIST NG STRUCTURE R 250" 0 077 - 00' WIDTH UNLIMITED WALL MOUNT 1/4" MAX 0 TRAP MOUNT 0 01 01 (PERP, TO PANEL SPAN) TYP. SECTIONS a-- TYPICAL VERTICAL MOUNT ELEVATION 2 C63 ♦ i "U" HEADER P ♦ FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. SCALE 1 - - 0" 2 250" 262" cT YPI 9 250" SCALE 7/U" = 0' -1" TOP MOUNT C to GOO O PLAN VIEW T \-11 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE NOTE 7 BOTTOM MOUNT 7 i 1 a OPTIONAL I C J u < In z Z UT z E u T 010 A > � • y 107 OPTIONAL- TYPICAL CLOSURE DETAILS (PLAN) o ' J . (TYP) /4 -20 MACHINE SCREW STUD 1 29" ITYP) S 00" MAX 4a STUDDED ANGLE SCALE 1/4" = 0' -1" S. 00" MAX ANGLE 6063.16 TYPICAL 6061 -T6 FOR DETAIL - 7 - SCALE : 1/4" = 0 -1" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION K 0 d 1/2" MIN I OVERLAP ALUM ANGLE CLOSURE PIECE x 2" x 125" MIN TO 2" K 5" x '25" MAX. DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. FASTENER ca '2" 0 C , SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR O TRAP MOUNT O FACE MOUNT 1 -1/2" MIN. - / PLAN VIEW U --L, 1I OPTIONAL STEEL EAR ON OUTSIDE CF PANELS SEE NOTE 7 EX %ST NG STRUCTURE rUOPTIONAL SEE NOTE 7 101 OPTIONAL 7 0-0 — �f' 093 i Y P I vt- 9 1/4-20 MACHINE o 1 T SCREW STUD 0 ♦ 2 00" O STUDDED ANGLE SCALE 1/4" = 0' -1" c SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7� PLAN VIEW Ln o L_ 093 TYP 3 00 (MAX) ANGLE SCALE 1/4" = 0' -1" SIDE MOUNT DIRECT MOUNT ITYP) HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN PANEL SEPARATION FROM GLASS OUTSIDE INSIDE 12 "OC TYP TYPICAL BAR ATTACHMENT e I�RDf�s�' aL CI USE ONLY WHEN IMPROVED DEFLECTION REQUIRE,`.;.' r .r? p APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT' t. 19 NA BY PRODUCT CON OL DIV:S.ON BUILDING CODE COMPLIANCE OFFICE �GCEPTANCENO.Qg— III A - g 0 5g J_ O • LL L' o • U � Qa 0 N U z > ` =w 2 r w Uo � — Z J > J s U > Ny U Z Z U S tweausimmassmin . C) w C C a 3 N V �_ Zf C) z = , m c1 ' d 3 zz cra =n9 no 96 -110 U Z N LLI I- a U 0''22/95 crave TF AS .NOTED c 'ces ;9n py ' OP v ,K v,K sHee' 1D CONSTRUCTION NOTES: 1- CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY COMMENCEMENT OF WORK OR MATERIAL ORDERING. NOTIFY THIS ARCHITECT AND ENGINEER OF ANY ERRORS, OMISSIONS OR CHANGES BEFORE COMMENCEMENT WITH ANY WORK OR MATERIAL ORDERING. 2 -ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR OTHERWISE PROTECTED. NOTES: 1— ALL REINFORCING STEEL SHALL BE NEW BILLET CONFORMING TO ASTM A615, GRADE 60. 2— ALL STRUCTURAL ANGLES SHALL BE GRADE 36,Fy' AND FINISHED WITH ONE COAT RUST PROHIBITIVE PAINT. 3— UNLESS OTHERWISE NOTED ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 4— LAP ALL BAR SPLICES 30 BAR DIAMETERS ( 12" MIN.) UNLESS OTHERWISE NOTED. 5— ALL CONCRETE SHALL DEVELOPE A MINIMUM OF 3000 P.S.I. COMPRESSIVE STRENGTH Fc' IN 28 DAYS. 6 WIRE MESH REINFORCING SHALL LAP ONE FULL MESH PLUS 2" AND BE SECURELY WIRED AT EACH SIDE AND END. 7— MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE; OUR61.0MR INTRUSION VWDQVS AND HARDWARE 1 ' U3ck ( EXT $ SW L. SE CAPABI.fi QF RESISTI'HO A fURC Of 340 tbs. AP PPEND Di ANY MJVABLE DIRECTION AND IN RESTS ANCE.3t 8f FORTH iN METRO CODE OC OF THEMTH FLORIDA BUILITTNEL t]DE, ACCORDANCE VITH 24 L.L SINGI,E EXTERIOR Sid •''' 3 SHALL HAVE A L TO OPERATED FRAM EXTERIOR VITHA MINIMUM oF 6 OR LOCK CQ7131NATLONA EY -04••T E-KNOS LOCK IS US T�fRE SHALL DE AN AUXILIARY SINGLE DEAD BOLT Vi HARDENED CHANGES 5- INSERTS. 9 ALSO APPLIES T '',' TO GARAGE BOLT OR 3 T ACTIVE LEAF Or pAI1;S w EXTERIOR Sys DOORS SHALL HAVE SAFE LOGICS AS REQUIRED FOR SINGLE EXTERIOR SVING DOORji THE DJACT LEAF Or s; 'AM Or DoWS SMALL. HAVE MULTIPLE- PQINF LOCxS VITH we' 1.04. THR0V BELTS VITH DESERT iVE 4- HINGES Eh EXTERIOR UUT WINGING DOORS SHALL HAVE NON:EXPOSED DVS. EXPOSED PDIS SHALL NOT BE REMOVABLE. f' - sW0.es 3vtH IH% odEAlsaN S, piaLL BE soup Cute ir- Nur LESt THAN 1 3,0' THICIG • ,* 6 ; aLAO 11 EXTERIOR DOpRD COMA' VITH+ THE AMERICAN,NA1IONAL STANDARDS INSTITUTES Z97.I. 1 GtAlki IiNW 44' ar . T� � STANDARD I,uciCti s ACTIVATING DEVICE OF LACxS AND SvU iNI GLASi DOORS SHALT. 1,N$TIT1ITE� STANDARD 197,1 OR F 1NT MADN ENTRANCC DOORS MALL DE FRUV V D VITH A SCOPE D I P ITH AMERIC NATIONAL CONTRACTOR -L SV t141 MANUPACTI '3 APPROVAL NUMBERS FOR- PANELS. 8" MASONRY BLOCK" CONCRETE TIE COLUMN EXTERIOR CEMENT STUCCO FINISH A: CONCRETE DEPOSITED AGAINST THE GROUND 0: WALL EXPOSED TO THE WEATHER OR IN CONTACT 3" WITH THE GROUND 2" C: WALLS NOT EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND y4" D: BEAMS —{ OVER MAIN REINFORCING } E: SLAB ON GRADE 0 CENTERLINE F: COLUMNS 2" G: STRUCTURAL SLABS 3/4" s 1 "x 6" PRESSURE TREATED WOOD BUCK SECURE WITH "HILT," POWDER ACTUATED FASTENERS .145 dia. x PIN ON 31 P08 SPACED 16" OC TO CONCRETE. PROVIDE CONTINOUS CAULKING BETWEEN WOOD BUCK AND CONCRETE SEURE WOOD DOOR JAMB THRU BUCK WITH ' TAPcoN" MASONRY FASTENERS 3/16 "x 2 1/4" TO CONCRETE — MIN. 3/4" SPACE FASTENERS AT 16" OC EACH SIDE OF 000R JAMB AND HEADER WOOD DOOR JAMB TRIM WOOD SHIM WOOD DOOR JAMB TRIM CONTINOUS CAULKING ALUM. THRESHOLD BELOW DOOR DOOR JAMB SECTION sc. 1 -1/2 "= EXTERIOR DOOR HORIZONTAL REINFORCEMENT # LADDER TYPE MASONRY REINF. AT 16' VERTICAL SPACED EVERY OTHER MASONRY COURSE CEMENT STUCCO FINISH ON 8" MASONRY BLOCK MATCH EXISTING HOUSE \ FINISH VENT BLOCK LOACTION FOOTING F -1 10 "x 16" CONTINOUS CONCRETE FOUNDATION N/ 2 #5 Rods ''0 BOTTOM ON COMPACTED SAND 1 -77 • • 16" SECTION EXISTING ROOF CONCRETE f 1 I -- CONCRETE TIE BEAM 1B -A PROVIDE 1/2 "x 3" LAG BOLTS INTO CONCRETE ROOF SPACED 24" OC DOWN INTO TIE BEAM Min. 2" EMBEDMENT Ill III) EOUN7AT'100 ^' LOAD = 1600 PSF SCALE 3/4" _ 1'- 0" ( EXISTING 1 ) ! RESIDENCE TIE SYMBOL TC- 1 TC -2 TC -3 TB -A TB -B EXISTING CONCRETE SLAB NOTE; FROM VISUAL INSPECTION THE EXISTING SAND SOIL CONDITIONS ARE ADEQUATE FOR IMPOSED FOUNDATION LOADS DESIGNED. O DOOR SCHEDULE SYMBOL SIZE 3' -0"x 6' -8 "x 1 -3/8" 8' -0 "x 7' -0" UNLESS OTHERWISE INDICATED ALL DOORS AND FRAMES SHALL BE PAINT GRACE AND FINISHED WITH APPROPRIATE TYPE PAINT FOR INTERIOR AND EXTERIOR FINISH APPLICATION. ENAMEL PAINT • PAINT COLORS SHALL BE OWNER SELECTED FINISH HARDWARE SHALL BE OWNER SELECTED * CONTRACTOR SHALL SUBMIT MANUFACTURERS APPROVAL NUMBER FOR GARAGE DOOR ASSEMBLY. TB -A TB -A I I I J 0 0 S�JGC, I I �JGGO I I I L i I c I I � I I TC -1 COLUMN SCHEDULE CONCRETE SIZE REINF. Vertical 8"x 8" 2 #5 Rods 8 "x 24" 8"x 17" 8 "x 12" 8"x 24" 2 # 2, #5 4 #5 Rods 4 #5 Rods 2 #5 2 #5 !SIDE TYPE RAISED PANEL OVERHEAD TC -1 TIES / Spacing #3 8 "o.c. #3 8 "o.c TIE BEAM SCHEDULE CONT. CONCRETE T SYMBOL SIZE REINFORCMENT STIRRUPS/Spacing Top / Bottom #3 a 12 "oc 43 AT (3) 6 "oc Rem. AT 12" oc EACH END STYLE REMARKS FRAME DR. MATERIAL WOOD METAL REMARKS STARTER COLUMN . 1 r 1 NOTE; DOWEL TIE BEAM REINF. INTO EXISTING CONCRETE, Min. 3" EMBEDMENT SET IN EPDXY CEMENT. INSULATED METAL METAL TB —A z I J 0 0 �JGGO I 0 I N � I 1 I '- DRIVE 1 "` "k-- --_ h' 8 "x 16" MASONRY VENT with SCREEN TC- i Mount 4" Above FLOOR ELEVATIONS 8 "x 16" MASONRY VENT with SCREEN Mount 4" Above FLOOR THRESHOLD ALUMINUM o I 'O N N i7 'D EXISTING ROOF SELF CLOSER -- EXISTING 8" CBS FOOTING F -1 EXISTING .1 CONCRETE COLUMN SECTION I F- j- -- . CONCRETE COLUMN, 0 EXISTING .— .— CONCRETE COLUMN FOOTING F -1 REMARKS TC -2 f ( EXISTING GARAGE \, TC -1 TC - -1 TC -1 TC -1 8' -0 "x 7' - -0" GARAGE DOOR N FRONT EXISTING DRIVE TB -13 GARAGE EXISTING CONCRETE A tt- FLOOR SLAB TO REMAIN 414% 10' -9" OVERHEAD DOOR FLOOR & FOUNDATION PLAN EXISTING STEPS tt4THw ;u EK15 i ;if1: G J(' TC -3 TC -2 2' -0" oTh TC -1 PROPOSED GARAGE ENCLOSURE TC -1 SCALE 1/4" = 1'- 0" ���--- PORCH A ` EXISTINC7 8" MASONRY BLOCK EXISTING WINDOWS FINISH INTERIOR TO MATCH EXISTING TYPE vV � v; J 2 "x 6" PT WOOD FRAME (3) SIDES DOOR OPENING SECURE TO CONCRETE WITH 12"x 3-1" LAG S AT / 16" ON C EXISTING\ RESIDENCE 80.03' « CN EXISTING RESIDENCE 58.58' N.E. 91st TERRACE SITE PLAN SWALE 21.45' SCALE 1 " =20' DESCRIPTION; THE WEST 51.03 ft OF LOT 9 AND THE EAST 29 ft OF LOT 10 LESS THE NORTH 7 ft, BLOCK 1 OF "BISCAYNE RIDGE" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PB. 39 AT PG. 41 OF THE PUBLIC RECCRDS OF DADE COUNTY, FLORIDA N s 1 i 1 1 1 i 0 u) Z U LL ! 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