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U ,a L U) - L L C n P ACr P 5 A /Z' C -; dclou5 r // A Z L j/ Ex /s T /� d c_ 8-5 ga.5 " 1.33 5j' C" 74 ti(/ iv S c I • 7S ' ��t O ot� O►.1 O lt 1S A- R. 1-5- 4-1 C , E; L, c. i tr a r • SE"s1 J b %. . e. O i b I' U f�S 1 1 j F ' ' — • " f - r .• . c . - t 0 e• V a >a � 1 t_ia .0 N 4 :4 c., 0 14 c. s._ 0,8 o ff F - D 7 - 1� 1 / 1' � o - r ty W 5 17- L.. o T 2., t, / ,-I 4 de 5 t! O G Lt -S C.ae a; - 4. C. t yt b T 41.4- 01. 1:>3 V G1w 1 2 4 3 t.-_r e• N G5 L I w ieas J . ki ' /. "' 0 - . 3_ Q .SS 9 /t ...- p _ N a -r 1 4 0 o P A t> to rt ' G `V o o. Y+ l C, K•1 44 s Ek K 4 S T. •, 44 . 3.3 IZ V i- C, e3 j E3Z. U' b Re G 14 e G , G o e•D7'.�. h. GTO tt. D c3 f a ` c 44 `t 9 i.e. t3, 11-1/ ry . t. Co O F s s y z. c3 1 -tom c. /NT' v i A . K4 SC rG 5 P fic `c p, 1 D2awr-s. to y J su1 b \\t s W 1i <a 2.. µma ..es "r. N 13ot-\ sou- FLQPtA A. G� 4 Ca t5 j . 2.9 1 6 _ . N 1 W. 6 - 5 r. IA • • tit ', �i�-a A4.+ 1.310 R.258 1.510 4.155 3 709 050 TYP. BLADE '5905' 6063 -76 1.144 .062 TYP 2,438 6063 -75 A1.I, --s�I+ 5063 -75 _1 .550 .904 AT . 5904' 1.900 1.000 8.258 1 .912 1.250 - F-- .125 TY P H.D. H EADER 5063 -76 1.938 1.250 r°-- .125 rrP 3.102 3.096 1-40 ALL--1-I! • DER 6063 -75 .062 TYP ra - 1.250 -.1 H.-- 1.536 5063 -76 1.288 1.312 --i 2.713 .501 2.000- F. 062 1 1.000 .775 3.000 RAIN -GUARD 6063 -T6 BOTTOM GUTTER 6063 -T6 1.750 F LOOR SH0 5053 -76 5.000 5.000 2.965 7 .062 TY? APTER 2. 1.406 .062 TYP 65 74 SL A{� ARSE it`' 6063 -T5 R.218 R.258 .050 TYP L2.250 90' END SIJA' 5063 -76 1.258 1 .000 ALIMINUM TUBES 6053 -76 0 6 8 A A e-- 6- 0- ' TYPICAL ELEVATION 2.000 -.125 TYP 2.559 1.500 E 584 533 3.494 WALL MOUNT TRACK 5053 - T5 GENERAL NOTES 1. THIS SIPUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY, ALSO FOR WIND LOADS AS PER ASCE 7 -85 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALL EXTRUSIONS SHALL SE ALLOYS AS SHOWN ON DETAILS 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE CCAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AN D WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -74 OR 7075 -T5. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 FOR NEGATNE PRESSURE AND THE LESSER OF L /30 OR 2" FOR POSITIVE PRESSURE. 8. ANCHORING OR LOADING CONDITIONS OTHER THAN TteOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES By USING ALUMINUM PLATE, DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIRE of ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. 1.189 'ROLLADEN INC.' HALLANDALE, FL. "DADE COUNTY PRODUCT CONTROL APPROVED" En 9r OR. HUAY0uN FA R000 STRUCTURES FLA. PE 11 15557 A APPROVED AS COMPLYING WITH THE SOUTH FLORIC,A 3U1 ING 000E DATE O • /Z8 G o u PRODUCT C,. 'T;OL DIVISION BUILDING COLE COMPLIANCE OFFICE ACCEPTANCE N0.0 O - U 4_)) • 07 9Y ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES, ETC.) cV Vl J_ w 0 z 0 0 0 U U n� 0 u u >■ 0 `v 0 ■ cn CO EL w�� • - o co Zou- O7 . 1 w Z < o Z r- Q �^ tn � O Lr; Q O kr) u to 0 o, 0 <m 0 u X O Q-Q 0 8 0 W / 0 1. 5 growing no. 96 -19 (sheet 1 of 5 -D ANCHOR TYPE CHART TO USE CONC BLOCK W000 A 7 4 - C 5 4 - D I 7 5 - E - - 5 ANCHOR CHART TO USE CONC. MI BLOCK w000 4 ©© - - 2 0 6 3 - 2 - - - ANCHOR TYPE CHART TO USE CONC. BLOCK W000 A 4 1 - C 2 1 - 0 4 2 - E - - 2 ANCHOR CHART TO USE TYPE CONC. BLOCK *000 {A 2 - 16 D 3 - E 1 - - 3 3Y4 WALL YOU SAME AS HEADER .350 MAX TYP 1/4 -20 1 1/2' BOLTS ■/ NUTS e 12 0.0. MAX. SPAN -120" 1/4 -20 X 3 4' FLAT TOP M.S. v/ NUTS 12' D.C. SECTION A -A 2 X 2 X 1/8' ALUM ANGLE Ea - TYPICAL EDGE DISTANCE CONC. d; BLOCK - 12d (12 ANCHOR DIAVETERS) *000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 CF 5. 1 X 2 X 1/8'_ ALUM ANGLE 1/2' Ea 1/4" 1 14 X 3" N.S. STAINLESS STEEL RAIN GUARD OPnotAL NON - STRUCTURAL Ea ALT. wA_L MQUNTS E0. EO. ANCHORS SAm E AS HEADER n � • SECTION B -5 1/4 -20 X 1/2' BOLTS V/ NUTS E 12' 0.0. .500 DIA. F CDN BUSHING MAX. SPAN-120 Iff_AAEI niiiimi X 3/4' FLAT TOP N.S. v/ NUTS 2 12' O.C. FOR GENERAL NOTES AND EXTRUSION DETALS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. —E0. • BOTTOM GUTTER OPTIONAL NON- STRUCTURAL - - 3 INSIDE MOUNT E0. Ed 19 f SEC ON v ANCHOR TYPE A C D E CHART TO USE CONC. 6 4 6 BLOCK 3 3 4 w000 3 DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN-120' ( 10 X 2" SELF DRILUNG SCR. 0 15" 0.C. ANCHOR CHART TO USE T CONC. BLOCKIW000 A 5 2 I - C 3 6 3 - - I 3 NOTE: HEADER AND CAN BE USED IN ALL SILL DETAIL COMBINATIONS. ALTERNATE HEADER IN LIEU OF H. CAN BE USED D. HEADER. ANCHOR CH T's "(j BLOCK v 7 ART TO USE 3 G 3 BUILI—QUT CONDITION E0. E0.1 w000 c A JA 1 /B 2 X 4 X 1/8' - 2 X 5 X 1/8' ALUM ANGLE 1/4' DIA. V / NUTS qr DR. HUUA70UN FArR000 STRUCTURES FLA PE j 16557 2 X 4 X 1/8' r 2 X 5 X {8' ALUM ANGL 1/4 -20 X t /2' BOL W/ NUTS e 12' O.0 ` i 10 x 2' ` .SELF DRILUNG SCR. ® 15' 0.C. SECTION D -D BOLTS e 12' O.C. BUILD CODE Zg 'L 0 S MAX. SPAN= 1 20' APPROVED AS COMPLYING WITH THE SOUTH FLDRI DATE 0 BY ��ii�N PRODUCT Ca ROL DIVISION BUILDING CODE COMPLIANCE OFFICI ACCEPTANCENO.O - 0 4 1 -/l . o7 C 0 Cr) CC O Q r1 W 01 • U _JJ co ZO - DO . 1 w w Z Q � Z Z Ul O JO �< O U3 2v J LA 0 N C 0 0. L u u .D i 0 v a 0 L ) 44 s . 5 drown ■ no. 96 -19 sheet 2 of 5 x 1 x 1 /8" 1 X 2 x 1 /8' 2 X 2 X 1 /8" 2 x 3 x 1 /8" 2 x 4 X t /8" 2 x 5 x 1 /8" ALUM ANGLE AS REDD. AT BUILT -OUT CON 1/ -20 THUMB SORE OR MACHINE Ea nqr: DR. HUNAYOUN FAR000 STRUCTURES FLA PE jI 16557 3/ { 3/ • I I 1 1 11 Ij I ( MIN. SEPARATION II 4 -1 / 4 " 1, ONLY THIS CONDITION P r ANCHOR CHART TO USE TYPE CONC.BLOCK■w000 A C 4 2 I - 2 1 2 1 - D 4 I 2 ANCHORS SAME AS HEADER WALL MOUNT TRACKS ANCHORS R E 12' C.C. TIONS 2" TEKS POP RIVETS N AT JILT -QUT .500 DIA. - CELCON BUSHING M AX. SPAN = 1 20" / la x 3" M.S. STAINLESS STEEL 9 0' MIN. SEPARATION 3 -1/2' TYP. ExCEPT AS NOTED FOR WALL MOUNT T SOLID 1 /2" DIA. ALUM. LOCKING R00 CORNER O 1' X 4 -1/4 X 1/8" ALUIJ FLAT PLATE INSIDE OR OUTSIDE w CORNER 0 z MOVING CORNER DETAIL K HANDLE CAN B ,LSTALLED SECTION E —E REw 14 S.M.S. 2/ SIDE FLOOR SHOE - CLASS f _1/4T o TAPCONS 2/ CHANNEL yt0 x 3/4' HEx TEKS 0 12" 0.C. 2 x 2 X 1/8" ALUM TUBE (5053 -T5) FIXED CORNER DETAIL ANCHOR A,C.D DR E 0 12" 0.C. 2 X 2 x 1/8" 2 X 3 x 1/8" 2 X 4 X 1/8" 2 x 6 X 1/8' ALUM TUBE (6053 - 75) #10 x 3/4' HEX TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8" ALUM ANGLE TOP & BOUT0M 1/4' 0 TAPCONS 2/ ANGLE APPROVED AS COMPLYING WTH THE SOUTH FLORID • BUILD G COLE DATE 0 LE? 2- 061-° _ 41.0.~8741 PRODUCT C NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 044). 07 U LJ z - zwn a o� co - � � I co u U.1 L Z u- - O W — <n - r 0 W O O Q O UJ 01 • U� J CO 2 Z OU- Ul -' . I Z w O J�C Z z r` Q o O Q Li. O Q Cr ) >. u 0 0 C I, Y 0 Crowing no. 96 -19 `sheet 3 of 5 J ANCHOR TYPE ��CR SPACING INCHES UPTO 40 PSF 1 UPTD 70 PSF C.NC B •CK1wOoo CONC B OCK Iw000 A 23 1 I 7 — — 13 5 4 4 _ — 1 — — — 1 4 — — 3 G +- 2 X 5 X 1/8 ALUM 4NCLE CONT. (3) 1 14 S.M.S. 0 EACH RAFTER 2 - MIN. PENETRATION N�iiii- iiiioiii�►.ii rill EXISTING WOOD TRUSSES ® 24 O.C. MIN. 2x4 MEMBERS MIN. S.G. - 0.51 s n 1) HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEICHT - 1 23" MAX DESIGN LOAD = 62 PSF 4 E 1 -3/4 MIN. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. 1/4" PLYW000 EXISTING SOFFIT 1 10 X 2 SELF DRJLUNG SCR. 0 15' 0.C. 3/4' L 2x3x1/8" 2 x 4 x 1/8 2 : 5 x 1/8 ALUM. ANGLES 1 /4 THRU BOLT w/ WASHER & NUT 0 6• O.C. 1 Mt0 X l' HEX HEAD SELF DRILLING SCREWS a 6' 0.C. ` � 14 X 3/4' TEKS 0 12" 0.C. 1" X 3 -3/4" X t /8" CONT. ALUM TUBE W/ (3) 1/e o X 4 LAC SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUO h CLASS W000 HEADER REOUIR ED FASTENERS AS PER SCHEDULES W/ 1- I /2 MIN. PENETRATION TO EXISTING W000 HEADER Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUN ANGLE 2 6 INSTALLATION DETAIL ON EXISTING WOOD BUCKS 50,1 MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAO = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D.C. FASTENERS SEE SCHEDULES ON SHEET 2 2" X 4' CONT. w/ (3) 1/4" 0 x 5' LAC SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXJSTINC STUD APPROVED AS COMPLYING WTH THE SOUTH FLORID BUIL. NG CODE DATE ° tie 2 BY PRODUCT CO.,TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1. 07 C Cfl _J Q LJJ 0 W 2 N ED Z O O U U C 0 0 0. V N V A CJ 0 0 0 drowing no. 96 -19 sheet 4 of 5 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY 'LYING WITH THE FACTOR BELOW fo E .2.5T ,4Z,4s Od= 2 -1/2 Bd - 2' 6d =1 -1/2" 5d= 1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING = 12' 0.C. (FROU CHART) FOR 2' EDGE DIST. SPACING - 12 X .71 - 8.5 0.C. MEM ANCHOR CHART 3 Ell i um Mill II li lai us III III I MIMI MI 11 ,, L 1111111 O R M = , 11111 all= lal INN III LI MINI IN III 11 III IN II "M'Ill III El 1111111 IIIII III 111 MEM Ell i um Mill II li lai us III III I MIMI IN 11 ,, O R M = all= 1.11111 MI IN III Ln v- P Ln 4 0 ANCHOR CHART 1 yQ N I. d 50 63 70 80 90 120 112 120 SLAT SPAN - INCHES D0 60 73 60 90 100 1.2 123 SLAT SPAN - INCHES co L. (n a Ltl CC r cn U1 a N z H V1 N Ln u1 P • ANCHOR CHART 2 LOM 2 40 50 63 70 80 93 123 1.3 123 SLAT SPAN - INCHES BMW 11 c• ANCHOR 40 70 83 90 120 SLAT SPAN - INCHES Ln 6 U1 0 63 70 80 93 100 110 120 SLAT SPAN - INCHES 12" 4N 4 N 110 120 40 50 60 70 80 93 180 113 120 SLAT SPAN - INCHES 50 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4' N• R" _ t �AGI01�5 )?fOVIR TYPICAL ANCHORS ANCHOR 0 = 1/4" TA ?CON BY ELCO. r.,�. 1-3/4" EMBEDMENT TO t / Et�BE{3ftEN TO 9LOCK ANCHOR © - 1/4" X 1 -1/4' HILT) WETAL HIT ANCHORS W1TH ZAJ. AK BODY OR RAW_ ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK 1/4 RAWL CAU( -IN, STAR 'TAMPIN' OR EQUAL, TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR OE = X14 S. /lac SCREWS INTO WOOD. (S.C.- 0.47) 1 - 1 /2' 1..IIN, PENETRATION, NOTE: ANCHORS, USE FULL E4BEDWENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) ANCHOR CD = Eign DR. HUNAYOUN FAR 000 STRUCTURES FLA. PE 1 6557 63 70 80 90 120 110 120 SLAT SPAN - INCHES � L APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUIL INC CODE DATE 0 1 28 L000 BY PRODUCT G�TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 4 1 1 . 0 7 1.12 R 26 2 92 218 4 196 050 TYP. BLADE '5905' 6063 -T6 1.594 -=- 1.144 1 062 TYP 3 � 1 .¢ ro--- 2.438 MALE OCS" • T '5904' 6061 -T6 3 ,s 3.709 FEMALES tT<`• 1A . -, -5903' 606371 A T ySl 2.965 062 TYP 4 ALT. SILL ADAPTE: 6063 -T6 .56 .904 622 1.674 1.268 1.000 END SLAT 6063- 3.096 ALT ,. • DER 6063 -T6 .C62 TYP r4- 1 .2 50 H=.-- 1 .536 -a-+ SILL 6063 -T6 2.965 x 1.406 ce- ,.374 --�- r I SILL ADAPTER 6063-16 1 .900 -a 1,174 1 t .000 8.215 R.268 � 1.268 .050 TYP 1.000 2.250 90' END SLAT 6063 -T6 2.713 RAIN -GUARD 6063 -76 BOTTOM GUTTER 6063 -76 125 1.750 606' 1.550 FLOOR SHO 6063 -T6 2 X 2 x 1/8" 2 X 3 X 1/8' 2 X 4 X 1/8" 2 X 6 X 1/8" �IMINUM TU A 9 C 0 2.000 0 C-� 9 A 5.000 .125 1 X 1 X 1/8" 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/ 2 X 4 X 1/ 2 X 5 X 8" ALIMINUM ANGLES 6063 -76 TYPICAL ELEVATION 2.000 TYP 1.500 2.569 E .584 1.833 3.494 WALL MOUNT TRACK 5063-16 GENERAL NOTES 1. THIS PRODUCT IS DESICNED '0 CCMPLY WITH THE HIGH VELOCITY HURRICANE ZONE CF THE 2001 FLORICA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LCADS. 2 DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CCNSTRUCT■ON MANUAL" LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. 4. 51 SURFACES TO BE PLACED IN CONTACT w1TH ALUMINt,M SHALL BE GIVEN ONE COAT CF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -545, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -74 OR 7075 -T6. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2' FOR POSITIVE PRESSURE. 8. ANCHORING CR LOADING CONDITIONS OTHER THAN TdOSE SHCwN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE, DURING PERIODS OF HURRICANE WARNING. DESIGN LCADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQU'RED BY PRE■AILENC BUILDING CODE. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. 1.189 'ROLLADEN INC.' HALLANDALE, FL. "CADE COUNTY PRODUCT CONTROL APPROVED" qr. DR HuMAYOUN FAR000 51RUCTURES FLA. PE 1 16557 C•A.N. 3538 1 7 ?onl ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) FRODUCT REVISED as cosnpt)ing ith the Florida Buidirlg Code o 01 Z o Accrp18nCe Wo 3 7 Ezoi rtion 1`ule 0'Z - . a 0 8 / Sy /'a.- / L ' (Li, Miami Da" rruduct Control E3 vision U Z zW 0 O0 Cl. 0 cn U w N z 1 O•zUJ - 07 EE O CD : N 0 1 o n 0 0 .0 0 1 1 1 x 1 drewng no. 96 -19 sheet 1 of 5 ANCHOR C CHART TO U USE CCNC. B BLOCK W A 5 5 2 2 - - ANCHCR1 CHART TO USE TYPE 'CONC. BLOCK WOOD A 6 3 - C 4 3 - 0 I 6 - 4 3 ANCHOR CHART TO USE TYPE CONC.BLOCK W000 A 4 1 - C 2 1 - 0 4 2 - E - - 2 ' ANCHOR CHART TO USE TYPE CONC.BLOCK wOOD A 7 4 - C 5 4 - D 7 5 - E - - 5 ANCHOR CHART TO USE TYPE CONC.IBLOCK 4000 A 5 2 - C 3 2 - D 6 3 E - - .3 ANCHOR CHART TO USE TYPE CONC. BLOCKIw000 A 5 2 - C 3 2 - D 6 3 E - - 3 ANCHCR CHART TO USE TYPE CCNC.IBLOCK W000 A 7 3 - C 4 3 - D 7 4 - .-1- - - 4 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ANCHOR CHART TO USE TYPE CONC.BLOCK W000 A 4 1 - C 2 1 - 0 4 2 - E - - 2 ' ANCHOR CHART TO USE TYPE CONC.BLOCK wOOD A 7 4 - C 5 4 - D 7 5 - E - - 5 ANCHOR CHART TO USE TYPE CONC.IBLOCK 4000 A 5 2 - C 3 2 - D 6 3 E - - .3 ANCHOR CHART TO USE TYPE CONC. BLOCKIw000 A 5 2 - C 3 2 - D 6 3 E - - 3 ANCHCR CHART TO USE TYPE CCNC.IBLOCK W000 A 7 3 - C 4 3 - D 7 4 - .-1- - - 4 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ANCHOR CHART TO USE TYPE CONC.BLOCK wOOD A 7 4 - C 5 4 - D 7 5 - E - - 5 ANCHOR CHART TO USE TYPE CONC.IBLOCK 4000 A 5 2 - C 3 2 - D 6 3 E - - .3 ANCHOR CHART TO USE TYPE CONC. BLOCKIw000 A 5 2 - C 3 2 - D 6 3 E - - 3 ANCHCR CHART TO USE TYPE CCNC.IBLOCK W000 A 7 3 - C 4 3 - D 7 4 - .-1- - - 4 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ANCHOR CHART TO USE TYPE CONC.IBLOCK 4000 A 5 2 - C 3 2 - D 6 3 E - - .3 ANCHOR CHART TO USE TYPE CONC. BLOCKIw000 A 5 2 - C 3 2 - D 6 3 E - - 3 ANCHCR CHART TO USE TYPE CCNC.IBLOCK W000 A 7 3 - C 4 3 - D 7 4 - .-1- - - 4 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ANCHOR CHART TO USE TYPE CONC. BLOCKIw000 A 5 2 - C 3 2 - D 6 3 E - - 3 ANCHCR CHART TO USE TYPE CCNC.IBLOCK W000 A 7 3 - C 4 3 - D 7 4 - .-1- - - 4 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ANCHCR CHART TO USE TYPE CCNC.IBLOCK W000 A 7 3 - C 4 3 - D 7 4 - .-1- - - 4 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ) 3/4', 3 _2 X 2 X 1/8" ALUM ANGLE ANCHORS Sa0,4E AS HEADER WALL MOUNT ANCHGft BART TO USE ";i41CONZ,_:LOCK wOC 1111 Q.., l D MAI 3 0 k'1IM�� h EQ ' 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' D AX TYP -A MAX. SPAN= 120" 0 X 3/4' FLAT TOP M.S. NUTS 2 12' D.C. Ed = TYPICAL EDGE DISTANCE CONC. dc BLOCK = 12o (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 X 1/8' ALUM ANGLE - 1/2 " Ed a 1 /4' MAX. - RAIN GUARD OPTIONAL NON- STRUCTURAL Ed 1/2 "-J 1 # 14 X 3' M.S. STAINLESS STEEL ALT. WALL MOUNT$ EQ. - EQ. �1/4 20 X 3/4' FLAT TOP MS. w/ NUTS 2 12' 0.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12' 0.C. 500 DIA CELCON BUSHING MAX. SPAN =120" OR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATCNS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5, BOTTOM GUTTER OPTIONAL NON- STRUCTURAL INSIDE MOUNT$ DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN=120" # 10 X 2" SELF DRILLING SCR. ® 15" 0.C. Ed. Ed. 1 Ed. 3/4" a NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL CCMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION FEP i nn3 EQ. EQ. Engr DR. HLMAYOUN FAR000 STRUCTURES FL PE # 16557 C.A.N. 3538 SECTION D -Q 1/4' DIA. BOLTS w/ NUTS 2 12' 00. 2 X 3 X 1/8' 2 x 5 x 1/8' ALUM ANGLE 1 1/4 -20 X 1/2' BOLTS V/ NUTS 2 12' 0.C. MAX. SPAN =120" # 10 X 2° - SELF DRILLING SCR. 0 15" 0.C. PRODUCT REVISED as cum pl. ing with the Florida Belding Code Acceptcace No 0 - 01 Z .0/ Espir•tiun Dale 02 RE id By Miami Dad( roduct Control Division (n W 0 W 2 (n Z 0 0 0 U U Q C C 0 Q O W Q1 j co Z 0 U- 00 _ 1 W z Jz Or\ Q Q O Q 0 CC c 0 0. ' 0 Q1 r -c v 0 `rJ 0 c, 0 0 0 co N v 6 drawing no 96 -19 (sheet 2 of 51 ANCHOR TYPE CHART TO USE CONC. BLOCK 'WOOD A 4 2 - C 2 2 - D 4 2 - E - - 2 MIN. SEPARATION 4-1/4" ONLY THIS CONDITION Ed 3/4 1 X 1 X 1/8" 1 X 2 X 1/8 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 x 1/8 2 X 5 X 1/ ALUM ANGLE RECD. AT UILT— t ANCHORS SAME AS HEADER WALL MOUNT TRACKS ANCHORS A,C,D OR E 42 12" 0.C. S CONDITIONS # 10 X 1/2" TEKS CR 3/16" POP RIVETS © 18" 0.C. END CONDITION AT BUILT —OUT 509 DIA, CELCON BUSHING # 14 X 3" M.S. STAINLESS STEEL 90' MIN, SEPARATION 3 -1/2" TYP. EXCEPT AS NOTED FOR WALL M OUNT TRACK SOLID 1/2" DIA. ALUM. LOCKING ROD LOCK HANDLE CAN BE INSTALLED INSIDE CR OUTSIDE 1" X 4 -1/4 X 1/8' ALUM FLAT PLATE INSIDE OR OUTSIDE MOVING CORNER DETAIL SECTION E - E 1 4 " -20 S.S. T. MB SCREW 0 MACHINE SCREW # 14 S.M.S. 2/ SIDE FLOOR SHOE - GLASS 1/4" 0 TAPCONS 2/ CHANNEL ------------ _ _ - _ _ _ _ -_ _ — __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ 1 - #10 x 3/4" HEX TEKS 0 12" 0.C. ANCHOR A,C,D OR E 0 12" 0.C. Ea 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1 /8" ALUM TUBE (6063 — T6) 2 X 2 x 1/8" ALUM TUBE (6063 -T6) FIXED CORNER DETAIL Engr DR HUti4AYOUN TAROOC STRUCTURES RA. PE # 15557 C,A.N, 3538 #10 x 3/4" HEX TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8" ALUM ANGLE TOP & BOTTOM 1/4" o TAPCONS 2/ ANGLE PRODUCT REVISED as complying >•'ith the Florida Buiding Code O Z O Acceptance No 0 7 Ea piratien Date 0 6Ilc - / By l 'AMY/ i /i Miami Da.°''rvduct Cocoa! Div!Sioo 1n J Q w 0 Of W I 2 Z O O U 0 OJ cO cri z O o 0] Q I �� 0 CC W Q1 U� _icoo Z o u- - CO I U L�1 ' < Ln r Q Z c 0 a ' 0 to 0 0 0 c • drawing n 96--19 sheet 3 of 5 ANCHOR TYPE ANCHOR SPACING INCHES , UP70 40 PSF UPTD 70 PSF CONC BLOCK,W00DCONC BLOCK WOOD A 23 3 - 1 13 4 - C 11 7 - 5 4 - D 16 7 - 9 4 - E - - 14 - - 8 2 X 5 X 1/8" ALUM ANGLE CONT. �i i i r s, i i ii r i iii ► i iir i� ►i EXISTING WOOD TRUSSES 0 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 (3) j 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION 3" MIN Y i1 AY/ J .• ONN R a MAX SHUTTER HEIGHT = 123" MAX DESIGN LOAD = 62 PSF 4 TI •N T• W 1 -3/4" MIN. COUNTER TOP CONDITION (PASS THRU WiNDO'W) MAX SHUTTER HEIGHT = 6 FT. D T 1/4" PLYWOOD EXISTING SOFFIT # 10 X 2" SELF DRILIWG. _.- - 3/4" 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES 1 /4" THRU BOLT W/ WASHER do NUT 0 6" O.C. a10 X 1' HEx HEAD SELF DRILLING SCREWS 2 6' 0.C. " 04 SILT 1 n / WOOD STUI / 024' O.C. REQL{RED x 2 1" x 3 -3/4" X 1/8" CONT. ALUM TUBE - W/ (3) 1/4" m X 4" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION WTO EXISTING STUD 14 X 3/4" 0 12" O.C. TEKS r-- GLASS WOOD HEADER REQUIRED 1 FASTENERS AS PER SCHEDULES W/ 1-1/2" MIN. PENETRATION TO EXISTING WOOD HEADER WOOD ® 24 REOL 2 =-1M_ INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SNUTTEA„HEIGHT = 6 FT. MAX. DESIGN i_`OA(� 65_125 OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. ° E >f 16557 C.A.N. 3538 2 X 3 X 1/8" 2 X 4 X 1 /8' — 2X5X /8' ALUM ANGLE a 2 _ FASTENERS SEE SCHEDULES ON SHEET 2 1/4 -20 X 1/2' BOLTS V/ NUTS i? 12' 0.0 2" X 4" CONT. W/ (3) 1/4" a X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD PRODUCT REVISED as complying with the Florida Beiding Code Acceptance No 03 Expiration Date 0 BY 1 Lira I • 14 w. lb;is Dad A! duct Control DR'isioo ( to J _ H- LJ 0 a e O on O Q O rn W�01 • U J co I,- - uJ _ 1 W Li ZOr- O � 0 U1 Q o tY u _ .. 0 0 v a e Crowing no. 96 -19 sheet 4 of 5 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY F= tJjay_ING WITH THE FACTOR BELOW E 1ST. 123.3 2 -1/2" 8d =2" 1 6d =1 -1/2" 5d= 1 -1/4" 'TOR 1.OQ, 0.86 0.71 0.57 0.50 EXAM 3" EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 1 il k 2L3 3 k 1111 1 it 11101 Ifill, 1111 LI III illik il II 11 111 1 ES III III 1111 Lrl m Ln c A NCHOR CHART 1 _DN L 40 50. 60 70 80 90 120 110 120 SLAT SPAN - INCHES A E 1 CHCR C-+ART m.ON 3• AN a0 50 60 70 60 90 100 110 120 SLAT SPAN - INCHES LA U1 c1 0 A'N 3 Cu ] P ANCHOR CHART 2 al ON ACC 40 50 60 70 80 90 120 110 120 SLAT SPAN - INCHES imilmosommho 111.11111111111. 11 ART 6 1 ▪ JJ ANCHOR 40 50 60 70 80 90 100 112 120 SLAT SPAN - .INCHES Lll LA Lc) N C'1 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES LL Ln Lf1 (`1 40 -+CR c NC P ANCHOR CHART 7 ALAN 1 12 'E 40 50 60 70 80 90 120 112 120 SLAT SPAN - INCHES ANCHOR CHART 4 immoimommimil mommossu wormumnomm 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR 15 REQUIRED TYPICAL AN N R TAPCON BY ELCO 1 - 3/4 EMBED TO CON ETE 1 - 1/4" EMBEDMENT TO BLOCK ANCHOR X 1_= f ps TAl.. jT RS ANCH WITH ZAMAK oUY CR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. CR BLOCK ANCHOR ©= 1/4" RAWL CALK -IN, STAR 'TAMP,N' CR EQUAL. TOTAL ANCHOR BOGY INTO CONC. OR BLOCK ANCHOR 0 = #14 S.M.S. /LAG SCREWS INTO WOOD. (S.G.= 0.47) 1 -1/2" MIN. PENETRATION. NOTE, ANCHORS, USE FULL EMBEDMENT .N CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) E -gr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE O 16557 C.A.N. 3538 PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 03 - 0/2.3.07 Expiration Date 0 a 08 By I' - --' ' LL/ Miami Dad Di) ision oduct Control ES z 0 0 D- 0 U U C 0 LO cn z cc z 0 0 cc 0 U 0 0 0 O Q ri W NT • U �� co Z0 L'- - cO 1 w w Z Q j o 2. o " 0 Ln 2 0 0 C. 0 u1 v GJ 0 0 (. v Crowing no. 96 -19 (sheet 5 of 5 DESCRIPTION PART 11 SLAT RON -3 11116 TRACK RON -72 11071 TRACK RON -73 11070 1x2x1/3" TUBE 11019 2x2x1/5" TUBE 11022 Zx3x1 /8' TUBE 11024 Zx4x1/8" TUBE 11023 Zx6x1 /8' TUBE 11026 lxlxl /16" ANGLE 11031 1x2x1/8" ANGLE 11029 2x2x /8' ANGLE 11051 2x3x1/3" ANGLE 15012 2x4x1/8" ANGLE 15013 2x5x1/8" ANGLE 15014 lx1- 3/4X1/3" CHANNEL. 11058 RON -24 STORM BAR 11047 RON -57 STORM BAR 11043 RON -56 STORM BAR 1104-4 RON-2.3 ALUM INSERT 11046 BOX DIMENSIONS INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS 2 I B.0J11 In•<iFT 2857 In. LBic kOti • 75L T SINGLE SPAN DETAILS 3 -~ ANCHOR GRAPHS 4 MUM MULTIPLE SPAN INSTALLATION DETAJL 5 HEADER/MULLION CONNECTION DETAILS 6 STORM BAR ANCHOR DETAILS 7 MUWON & BOX ANCHOR DETAJLS 3 THRU 13 POST (MUWON) LOADING CHARTS 14 & 15 TOP SUPPORT LOADING CHARTS 16 THRU 20 STORM BAR LOADING CHARTS 21 CALC. SHEET FOR OVERALL DEFLECTION BOX DIMENSIONS SHUHtR HT. HOOD HT. 64' 8' 100" 9' I B.0J11 In•<iFT 2857 In. LBic kOti • 75L T 115 10" -~ 135" 11' MUM 150" 12" 181" 13' 216" 14' 2.00 2.000 1 .000 2.812 H RON -72 TRACK 2.0 .125-.- FLOOR SHOE 1 -5/e" X 5 - 5/8' 1 -5/8" X 3 - 5/8" STIFFENER 5.000 ALUMINUM TUBES RON -23 INSERT —� 3.750 1 X 2 X 1/8" 2 X 2 X 1/5' 2 X 3 X 1/8' .125 2 X 4 X 1/8' 2 X 5 X 1/8" ALUMINUM ANGLE$ .875 RON -56 STORM BAR 1.000 J -- 1.000 -.063 71. ��N ► i� .125 •� - .078 TYP 1 x 1 x 1/1 6' ALUMINUM ANGLE .250 2. 17 2.750 Ty? ,25 -� .899 - $0N -24 STORM BAR TYP r .250 .875 -� RON -57 STORM BAR USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. SLAT PERFORMANCE CHART 90 100 1 0 120 • FOR INSTALLATION DETAJLS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. SHUTTER WIDTH - INCHES \ 120 140 TYPICAL ELEVATION ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, T1L.ES, ETC.) 150 lE 30 -020e c'5 6 - 2ccL PROL`L!!2 I L I] f11.\ E L L D L J CU iL COl.L1 LLi� is Ui 10E SLAT DEFLECTION AT 10 PSF LOAD Err. I 0.0711 IN' 4 /FT Ex1RUOE0 ALU1Inur1 Si AT ROn3SLTO OM= MOM r �IIEEIEE I MI MI immomm MEM MO IMM IMMIIIIMM MI MIIIIIMMIMM IIIIMMIIII -r• IiiiikiPIiIII ■ i ■ i....................mm.......... ■ Z IIIIMMMIIIIMMM WNW MM.., u 111111 OMNI= OM 1111 IMIIIMMEMOMMOMMMEMMMMEMMEMMOM 11 ti 0 0 MMOIMO MMOMME MOMMOMOMMUO �MIMM■ir '/MOM M MMAMMOMOMOOMMUMMEMMIMMOMMMMMOMMMM -- ammiximplatimm- O MM-- r----- M---- -- M - - - -- mmilmwm- mmummimm rammummummummilmmmraggmmimmmm 40 50 EO 70 30 90 100 110 120 130 SHUTTER WIDTH - INCHES GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. . 2. DESIGN CRITERA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, CR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WRH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. / 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAJLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS ST".:EL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. DESIGN CRITTRLk FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L /30 OR 2". FOR MUWONS MAX DEFLECTION s L/180. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAJLS ARE TO BE ENGINEERED SEPARATELY. 1. 3. �6. / 7, /8. / 9. 1 0. 140 150 1Ee DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKINQ A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: 11116 EXTRUDED ALUMINUM ROWNG SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN, INC. ENGINEER: HULlAYOUN FAROOQ PE 1 16.557 /\R1 71996 LY LLD APFr,OvE.. AS C01 SOUTH FLORIDA DAT BY G W,TH THE CODE 19 PRODUCT 'NTROL DIY!S10N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 -5-0 ")). 0 0 0 L. 0 .-. 7 .0 0 O G_ I 3 0 0. C U 0 n C w�.o ° o o H j • 4 — (" <0 ( ) 1 r-. 1; C drawing no, 95--12 sheet 1 of 21 ..■■..■, ■■■ ■ Eff. I B.0J11 In•<iFT 2857 In. LBic kOti • 75L T MUM n... II WIMOMMEMMIN 112NN11111 ■ 1I■■ .HI /G[■'`' PWAC MI.■M 4 f O i a q .■ ■ImI N S C ■ ■ ■ ■■ ■.. r 11!!!:1:::: 111:1 ■ ■ ■ ■■ i II 2.00 2.000 1 .000 2.812 H RON -72 TRACK 2.0 .125-.- FLOOR SHOE 1 -5/e" X 5 - 5/8' 1 -5/8" X 3 - 5/8" STIFFENER 5.000 ALUMINUM TUBES RON -23 INSERT —� 3.750 1 X 2 X 1/8" 2 X 2 X 1/5' 2 X 3 X 1/8' .125 2 X 4 X 1/8' 2 X 5 X 1/8" ALUMINUM ANGLE$ .875 RON -56 STORM BAR 1.000 J -- 1.000 -.063 71. ��N ► i� .125 •� - .078 TYP 1 x 1 x 1/1 6' ALUMINUM ANGLE .250 2. 17 2.750 Ty? ,25 -� .899 - $0N -24 STORM BAR TYP r .250 .875 -� RON -57 STORM BAR USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. SLAT PERFORMANCE CHART 90 100 1 0 120 • FOR INSTALLATION DETAJLS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. SHUTTER WIDTH - INCHES \ 120 140 TYPICAL ELEVATION ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, T1L.ES, ETC.) 150 lE 30 -020e c'5 6 - 2ccL PROL`L!!2 I L I] f11.\ E L L D L J CU iL COl.L1 LLi� is Ui 10E SLAT DEFLECTION AT 10 PSF LOAD Err. I 0.0711 IN' 4 /FT Ex1RUOE0 ALU1Inur1 Si AT ROn3SLTO OM= MOM r �IIEEIEE I MI MI immomm MEM MO IMM IMMIIIIMM MI MIIIIIMMIMM IIIIMMIIII -r• IiiiikiPIiIII ■ i ■ i....................mm.......... ■ Z IIIIMMMIIIIMMM WNW MM.., u 111111 OMNI= OM 1111 IMIIIMMEMOMMOMMMEMMMMEMMEMMOM 11 ti 0 0 MMOIMO MMOMME MOMMOMOMMUO �MIMM■ir '/MOM M MMAMMOMOMOOMMUMMEMMIMMOMMMMMOMMMM -- ammiximplatimm- O MM-- r----- M---- -- M - - - -- mmilmwm- mmummimm rammummummummilmmmraggmmimmmm 40 50 EO 70 30 90 100 110 120 130 SHUTTER WIDTH - INCHES GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. . 2. DESIGN CRITERA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, CR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WRH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. / 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAJLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS ST".:EL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. DESIGN CRITTRLk FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L /30 OR 2". FOR MUWONS MAX DEFLECTION s L/180. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAJLS ARE TO BE ENGINEERED SEPARATELY. 1. 3. �6. / 7, /8. / 9. 1 0. 140 150 1Ee DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKINQ A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: 11116 EXTRUDED ALUMINUM ROWNG SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN, INC. ENGINEER: HULlAYOUN FAROOQ PE 1 16.557 /\R1 71996 LY LLD APFr,OvE.. AS C01 SOUTH FLORIDA DAT BY G W,TH THE CODE 19 PRODUCT 'NTROL DIY!S10N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 -5-0 ")). 0 0 0 L. 0 .-. 7 .0 0 O G_ I 3 0 0. C U 0 n C w�.o ° o o H j • 4 — (" <0 ( ) 1 r-. 1; C drawing no, 95--12 sheet 1 of 21 ANCHOR TYPE CHART TD USE CONC. BLACK WOOD, A 4 1 - B 2 - - C 2 1 - D 4 - - E - - 2 F - 1 - ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 2 - , 8 3 - - C 3 2 - , D 5 - - E - - 3 - F - 2 ;8x1" TEKS & WASHER 0 18' 0.C. ALTERNATE SILL NO BOTTOM TRACK 1x2x1/8' TUBE 0 TOP 11" LONG SEE ELEVATION REEL RON -72 BOTTOM TRACK OPTIONAL 1x1x1/16" ANGLE RON -3 SLATS RON -72 TRACK CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL GLASS SEE SCH. FOR MIN. REQD. SEPARATION (TYP) RON -72 TRACK CONTINUOUS (2) /14x3/4' SMS 1/8' STAINLESS 51t1:L BRACKET W/ ADJ. PLATE I j tL 1 --- -16 ' 0.C. TYR. ELEVATION SINGLE SPAN TRACK ON WALL 4 4 1 to 1 2x2x1/8" TUBE 223x1/8" 2x4x1/8' 226x1/8" CO BE MU RON -3 SLAT • 1/4x1 -1/2" PIN GRIPS 0 16' 0.C. I I REEL 1x2x1/8 TUBE 11' LONG 1 -1/4 "- MIN. SLAT ENGAGEMENT INSIDE TRACKS = 1 -1/2' TYP. /8x1' TEKS & WASHER o 18' O.C. 2x2x1/4" CUP ANGLE 2" LONG RON -73 TRACK 1xlx1/16' ANGLE # SMS 0 12' 0.0 - REEL . ` RON -3 SLAT lx1x1/16" ANGLE 1/: CO 2x2x1/4' CUP ANGLE 2" LONG i I I /14x34' SMS 0 12' O.C. 225x1/8' ANGLE 0 12 0.C. UPTO 100 PSF 222x1/8' r -- -- 0 6' 0.C. UPTO 220 PSF 223x1/8" 1 - - - 2x4x1/8" 1 I CONTINUOUS I I I L -J r BRACKET lL 1 Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. RON -73 TRACK 2x2x1/8" TUBE 0 TOP 11' LANG (2) /14x3/4" SMS SINGLE SPAN WITH BUILT OUT ANGLE 2x4x1/8' CLOSURE ANGLE 1/4x1 -1/2" NAIL PINS 0 8' 0.C. 2x5x1/8" BOTTOM ANGLE PRODUCT RENEWED as complying nith the Florida B u'ding Code Accept.nce No 1/ Espiratioa&sate By LIU !Via • 1 Dade P" / Gong _ i I 2 x 2 x 1/4' CUP ANGLE W 114x3/4' SM9 r I I I I I I REEL (2) 1/4" DA TAP CONS 1 -1/4' EI.4BEO BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE OF OPENING OR OUTSIDE. r MINIMUM SEPARATION REQD. FROM GLASS FOR INSTALLATIONS ABOVE 30 FT. OF GRADE DUE TO WIND LOAD OVERALL DEFI..E CTI O N + 1' FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER WIDTH UPTO 56" 60' 90' SEPARATION 3- 11/32" 4 4-1/4" FOR D'.>3LA1L DO1.LCT1ON CALCU ADON Rf3TR TO SI-1 fT 21 OF 21. NOTE NO PART Of $HVflTR gµ11 BE UNDER 30' ABO'vE (.MADE TO WANE URGE WaskE 'SIPACT RE VIRE3c . /8x1/2" SMS 0 12' 0.C. 2x5x1/8' ANGLE 0 IMPACT SIDE /8x1' TEKS & WASHER 0 18' 0.C. 2x2x1/4" CUP ANGLE 2' LONG 2 PER CENTER TUBE MULLION 1 PER JAMB MUWON 1 qq -czo`S 0 '� I -1/2' MIN. TYP. 1x1x1/16' ANGLE RON -73 TRACK SEE GRAPH (2) /14x3/4" SMS 1� - BRACKET lE"ICINEER: HUTAAYOUN FAR 00Q PE ( .0557 4x2 -3 /B" TAPCONS INTO CONC. ) / 14x1 -1/2" SMS INTO WOOD FLOOR SHOE ® y� =�rZ- �— J l� 1 SINGLE SPAN SPLIT SHUTTER W/ MULLION MULLION SEE GRAPH REEL I PFRNED AS (NTH FLOP (AT 'RODUC ,.ONTROL DIVISION 7 $UILDING CODE COMPLIANCE ��k 19ECEPTAN N09 CV U z Z 0 0 O O a r . U w n. L r CL c o (/1 w UJ " 1 u rn ' o 0 a) 7 s 0 N ( 0 0 0 0) 0 O , _ �) c N v h c - Q c -. o v 1r) ot!) 0 CC x: n 0 n LYING W TI1 S f C LDING COD (. 191" Z drawing no. FU9 -12 street 2 of 21 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL FOR I FSSER EDGE DISTANCE EDGE DISTANCE = 12d. DECREASE SPACING BY FACTOR BELOW Allt, - H YING WITH 111E ;, IST. 12d =310d= 2 -1 / 8d =2" 6d =1 -1/2" 5d= 1 -1/4' FACTOR 1 SO; f 0.86 0.71 0.57 0.50 i5WptitroTt 3' EDGE DIST. SPACING = 12 0.C. (FROM CHART) FOR Y EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 19 r im ANCHOR CHART 1 1 10 15 20 25 30 3S TRIBUTARY WIDTH - INCHES 1 7 5 • 20 25 30 35 TRIBUTARY WIDTH - INCHES 40 40 Li isz tn � a o ID a o ^ J z H N 0 LL (.n a I N r Ln o- - __J z H 0 0 m 0 j 3 -.. ,— 11 ANCHOR SP EINKINIIME II! 1 NmarmAlAm.".9. ANC' `OR CriAR 10 15 20 25 35 40 TRIBUTARY wig INCHES 10 ANCHOR CHART 5 A6 15 20 2S 30 35 TRIBUTARY WIDTH - INCHES 0 N 0 0` -1 O r W 0 N 0 0 a cn o "-4 J z o U -. H -+ N W 0 0` O 10 15 20 25 30 35 TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" 0.C. "'`(PICAL ANCHORS ANCHOR(= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 71 SW/ RAWL SCRU —LEAD INTO CONCRETE 1 -1/2' E).1 BED MENT. ANCHOR ©= 1/4" x 1 -1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR 0 - 1/4" RAWL CAUC —IN, STAR 'TAMP IN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR 0 = #14 S.M.S. INTO WOOD, 1-1/2' MN. EMBEDMENT (S.C.. 0.47) ANCHOR F0= 1/4" X 1 -1 /2 PIN GRIP 1 /2 - MIN. D.BEDMENT TO CONCRETE OR BLOCK. TRIBUTARY WIDTH — sw 2 X ( # CF SPANS) 40 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED ENGINEER: HU11A`NUN FAR 0(.4 PE 1 18557 APR 7 is PRODUCT RENEWED as complying with the Florida Bu iding Code Acceptance No o 0 1 1& .1/ Eipiritioa Date` Qy Mia Div'. ion PR fl.d'1'REN11. *t, R'.L Act r.pT,S t . �L� • Lei.' ': �?:dEhi`� L.i t`3 .Ua Bui..D1Nfi APPROVED AS CO .YING WITH THE SOUTH FLORIDA 11111)ING CODE �1 U '4T 6 19q BY DATF i % PRODUCT DNTROL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0R5 1 96 0 c V 0 o - r` W Z M O �Qo co V) O ,r 2 ��D z - � ''1 i N In z a o o In u ) o ° o d'n1 c 0 a a 0 0 C s drawing no.1 95 -12 sheet 3 of 21 STORM BAR CONt ECTION TO fLDOR d& COUNC - 3 -. .. NQ-0 FASTENERS: REQD --F lt,$IDE _. STORU BARS FASTENERS CONC. W000 RON 24 RON 24-&23 R0N 56 RON 57 A. 0 2 — E — 4 2 X 2 X 1/8' 2 X 3 X 1/8' A 0 2 — E — 4 2 X 4 X 1/8' A D 2 3/8" SLEEVE ANCHOR E — 5 2 X 4 X 1/8' W/ STIFFENER A, 0 3 — E — 5 2 X 6 X 1/8' A D 3 — E — 6 2 X 6 X 1/8' w/ STIFFENER A. D 4 — E — 8 ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE FAS1tNER EMBED P1 CONC. 3 /8'0K'WIK BOLT 2 -1/2" 1720 1 /2'4KWIK BOLT 3 -1/2" 2839 5 8'OKWIK BOLT 4' 3800 BLOCK 1/4' SLEEVE ANCHOR 1 -1/8' 266 5/16' SLEEVE ANCHOR 1 -1/4' 447 3/8" SLEEVE ANCHOR 1 -1/2' 626 1 -1/2 310 W000 #14 SMS/LAG SCREW LOAD CAPACITY (Lbs) FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION FASTENER A A E X CONC. BLOCK WOOD 12.75 560 185 275 10.75 552 182 271 8.75 540 179 265 6.75 524 173 257 HOOD HEIGHT VARIES 8' TO 14' #8x1" TEKS do WASHER 0 18' 0.C. 2x4x1/8' CUP ANGLE 2x6x1/8" TUBE HEADER 2x3x1/3' / 2x4x1/8' (2) #14 SMS 2x2x1/8' ANGLE 2' LONG RON -73 TRACK 2x4x1/8" MUWON (1023) 1X1X1/8' ANGLE MULTIPLE SPAN SECTION FOR MULUON ANCHOR SEE DETAIL ANCHORS SEE SHEET 2 2x21/8" TUBE /I 1 14 X 3/4' S.M.S. O 12' 0.C. UPTO 100 PSF O 6' 0.C. UPTO 220 PSF RON -3 SLATS 1 I REEL Fv ANCHORS L_A 2x5x1/8' ANGLE RON -3 SLAT ®1 NOTCH ANGLE 1 -1/2' CONTINUE MUWON AS REQUIRED. 2 X 2 X 1/8' • CONTINUOUS ANGLE POST 1/4'x2 -3/8' TAPCON 0 8' 0.C. CLIP ANGLE 0 MUWON W/ #14x3/4 SMS 2x4x1/8' ANGLE 2x3 x1 /B 2x2x1/8" 1 x2xi/8' SEE SCHEDULE 2x2x1/8' CUP ANGLE MULTIPLE SPAN PLAN HEADER NOT SHOWN SHUTTER HEIGHT MUWON HEIGHT CONNECT HEADER TO TUBE W/ 1/2' ALUM THRU BOLT STORM BAR HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION REACTION = R = — XSHXS`r&XPd USE DIRECT CONNECTION AND /OR TUBE EXTENSION CAPACITY CHART TO DETERMINE ALLOWABLE CAPACITY. FOR COMBINATION OF DIRECT ANCHOR AND TUBE EXTENSION USE THE TOTAL CAPACITY AS THE SUM OF THE TNO TYPES C'i.p.Oc( 5 TOP MULLION CONNECTION TO WALL SEE DETAIL 2 X 5 X 1/8' ANGLE I = NO. OF FASTENERS IN WOOD ON EACH SIDE LOAD ON STORM BAR ANCHOR MAY BE CALCULATED AS. # REQD. = 273 X 2 1/4' ti FASTENERS 1 X 2 X 1 /8" ALUM TUBE MUWON HEADER TUBE TRACK (2) 1 14 X 3/4' S.M.S. 1/4' TAPCONS 1 -1/4' EMBED 0 8' 0.C. ALU 2 ALUM /8 TRACK BOTTOM MULLION CONNECTION TO BUILT —OUT DIRECT HEADER CONNECTION TO STRUCTURE (2) 1/4' TAPCONS OR (2) # 14 S.M.S. TO BUILT —OUT ANGLE FLOOR SHOE APPROVED AS ,PLYING WITH THE SOUTH FLORIDA 8 LOINS CODE DAT S ti (. 19q BY PRODUCT C NTROL DIVISION BUILDING LODE COh1PLIANCE OFFICE ACCEPTANCE Nog 5 '6303.0 1 2 X 2 X 1/4' ALUM ANGLE 4' LONG INTO CONC. 12' LONG INTO BLOCK 8" LONG INTO WOOD USE LARGER ANGLE LENGTH TO MAINTAIN MIN Sd SPACING (R)REACTION Sw ENGWEER: HUkAY0UN FAR 00Q Pt / 165.67 APR 1 4 X 1 LU BE SEE SCHEDULE �— # 14 S.M.S. 2/ ANGLE BUILT —OUT ANGLES 2 X 4 X 1/8 9 -1/2' LONG (2) ;¢ 14 S.M,S. 2 X 4 X 1/8' ALUM ANGLES 9 -1/2' LONG STORM BAR BOTTOM CONNECTION VIEW 'A —A' PRODUCT RENEWED - ' e s complying wit al/ Fluridy ding Gate Acceptroce NoQ2.-0 E=Riratioa ()nte Nt ka7 r,Niuci (bntrnl z O U a O O 1 3 in Z N Z w -1 c a�� c y 0 r - � c Qcc� 0 • 0 o 0 111 0 n 0' uD _ 0 0 0 0 m C 1 C ) drawing no. 95 -12 (sheet 4 0121 REACTION (Re) REACTION (Rc) END MUWON Sw1 Sh Sw1 Sw2 DESIGN LOAD = Pd = PSF HEADER CONNECTION TO CENTER MULLION HEADER CONNECTION TO END MULLION Re = Sh (Sw1 OR Sw2) Pd 4 4 HEADER CENTER MUWON Sw2 FOR Re /RG< 3000 Ibs USE CONNECTION DETAIL O Re /Rc< 3721 Ibs USE CONNECTION DETAIL © Re /Rc< 4442 lbs USE CONNECTION DETAIL © All DIMENSIONS SHOWN Sh, Sw, Sw1 ETC. ARE IN FEET. I � 1 El 1 llyd I. alb CHI ,a. •r i J 11 1 .11 L sal t.' / I. t11141rd.ra • or HEADER TUBE AS REQD. MIN 1 B" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS REQD. MIN 1 /8' THICK ALT. ® MUWON TUBE AS READ. MIN 1/8' THICK MUWON TUBE AS REQD. MIN 1/8' THICK AS R D MIN 1/8' . THICK PRODUCT RENEWED ALT QCCEPTA2sCE':a q E.X'I RATI ON DATE ▪ F — L'?? By (2) 11 14 X 3/4' S.M.S. — O EACH LEG / 2 X 2 X 1 /l4' ALUM ANGLE (6063 —T6) 2' LONG 2 X 2 X 1/4' ALUM ANGLE (6063 —T6) 2' LONG ACCESS H HEADER TUBE AS RE D. MIN 1 /8" THICK (2) # 14 X 3/4' S.M.S. O EACH LEG HEADER TUBE PRODUCT CONTROL BUILDL \O CODE cm.ipi. ! ANC r r rr c HEADER /MUWON CONNECTION DETAILS (2) f 14 X 3/4' S.M.S.— MUWON TUBE 0 EACH LEG AS REQD. MIN 18' THICK 2 X 2 X 1/4' ALUM ANGLE (6063 —T6) �1 /'2' 0 ALUM BOLT Y LONG W/ NUT & LOCK WASHER 2 X 2 X 1/4' ALUM ANGLE (6063 —T6) 2. LONG o ALUM BOLT W/ NUT & LOCK WASHER MUWON TUBE AS RE D. MIN 1 /B" THICK (2) 14 X 3/4' S.M.S. 0 EACH LEG / ACCESS HOLE HEADER TUBE AS REQD. MIN 1/8' THICK HEADER TUBE AS RE . MIN 1 THI APPROVED AS Co 'PLYING WITH . Ai • 19 q%' SOUTH FLORID DING CODE DAT BY PRODUC CONTROL DIVISION BUILDI "' CODE COMPLIANCE OFFICE ACCEPTA E NO ( 3-5 -0 7(")_.B • ()I - f: Si illH.1A•, .•1.1 O� - 4— ALT. ENGINEER: HUMAYOUN FAROOQ PE / 16557 L 0 RJ- 1 -1 MUWON TUBE AS REQD. MIN 1/8' THICK 1/2' 0 ALUM BOLT W/ NUT do LOCK WASHER MUWON TUBE AS REQD. MIN 1 /5' THICK 1/2' 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE PRODUCT RENEWED as complying wisp the Florida Bu Wing Code Acceptance No02'O11 9 • II Expira Da /iay B y , 444 M '. mi bade Product Contttil Di �iwiuu Z z gu c4 O O O a� U w r` a jP1 o O 0- o Ct c o w�� g4 W " W • to vi a . CC N ( ) 0 '«J h c D 0 0 1 a 1 C drawing no. 95--12 sheet 5 of 21 STORM BAk WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) # ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL ALU ANGLE 2 X 2 X 1/4" ALUM ANGLE 2 X 2 X 1/8" 2 1 0 CONC. 876 347 E WOOD 380 347 F BLOCK 271 271 3 2 D CONC. 1227 520 E WOOD 760 520, F BLOCK 380 1.a -' 4 2 D CONC. 1753 x''693 760, 693 E WOOD F BLOCK ,,�5�43 543 ,.�866°'"" 5 3 D CONGO® 1972 E ,,,,WOrD 140* 856 1 ,...BLOCIr 610 610 CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE STORM BAR–SIZE # 14 S.M.S. RON -24` RON- 24&23 • RON -57 RON -56 2 2 X 2 X 1/8" 2 X 3 X 2 X 4 X 1 / i3• 2 X 6 X 1/8" 2 X 6 X 1/8" 3 W/ ST1Fr 'EN ER sw LOAD ON STORM BAR ANCHOR = P ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN ht HEADER STORM BAR # 14 S.M.S. BUILT –OUT ANGLES 2 X 4 X 1/Er 9-1/2 LONG Sw • Sb X Pd X FACTOR 2 • ( 1 OF SPANS) IF P > CAPACITY OF FASTENERS SHOWN, ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. FACTOR = 1.25 FOR 2 SPANS = 1.10 FOR 3 SPANS S b = STORM EiAR HEIGHT � I I I I + 1 .L 7 2X 2X 1/4" CUP ANGLE 0 EACH SIDE W/ # 14 S.M.S. OUTSIDE STORM BAR BUILT —OUT ANCHOR DETAIL. CONT. ALUM ANGLE 0 WALL ALT. HEADER TUBE BETWEEN MUWONS SEE DETAIL SEE SCHEDULE STORM BAR TRACK 1 X 1 X 1/8" ALUM ANGLE CONTINUOUS 3/16' POP RIVETS 2 X 5 X 1/8" CONT. ALUM ANGLE 6063 –T6 u( A SEE SCHEDULE # 14 X 3/4" S.M.S. CHANNEL OR 1x2x1/8" ANGLE CHANNEL OR. 7 SEE SCHEDULE 1x2x1/8" ANGLE (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) # 14 X 3/4" S.M.S. EACH SIDE INSIDE STORM BAR TO WALL ANCHOR DETAIL SEE MUWON ANCHOR DETAIL HEADER TRACK I ± I INSIDE /OUTSIDE STORM BAR MULLJON TO FLOOR ANCHOR DETAIL, i RODt I C da r�AT1U''• 1' ODLC 1" CON'TI:01. DtVf5uUti E rILDINC.; COPT COMP! 1ANCE OF^'1r.'c 2 X 2 X 1/8" CUP ANGLE TO CEJUNG EACH SIDE 2 X 2 X 1 /e X 2' AL UM CUP ANGLE T/ OP ( & ) BOTTOM S .M.S. MUWON (CONTINUOUS) (2) 1/4" THRU BOLT W/ LOC NUT O (2) 14 X 3/4" S.M.S. EACH SIDE SEE MUWON ANCHOR DETAIL APPROVED AS C LYING WITH THE SOUTH FLORID DING CODE DAT 0 19 BY PRODUCT /NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c f. - 6 ( ) .6L E?IGiNEER HUMAYOUN FAROOQ PE / 1C.W7 'RODUCTRENE\VED Is complying with the F1uridn 3uiding CoJe wcccptan • NoOL-b110 .11 lipir� ti late .Ij b APR1 (19% 4 1 ami 11 e Prod ct Cuntn,l 1 hisiou O z z 0 O O o 0 ) C 0 . n T 1 0) O O r° • r) 0) CTI c° c ti c N o r, UQ C D O O t1) O 0 in 0 In CG to 2 1 17) 0) z ) 0 0 0 0 0 'o 0 C ) ( drawing no. 95 -12 sheet 6 of 21 3 CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE MULLION SIZE # 14 S M S 2 X 2 X 1/B' 2 2 X 3 X 1/8' 6.2.5 2 X 4 X 1/8' 3 2 X 4 X 1/8' w/ STIFFENER 4 2 X 6 X 1/8' 5 2 X 6 X 1/8' WOOD W/ STIFFENER 6 MUWON WALL HOR CAPACIT( (Lbe) � LAN ANC L (IN.) 2 X 2 X 1/4' 1 ANCHORS / SIDE ANCHOR TYPE BASE MATERIAL CAPACITY OF CONNECTION 6.2.5 3 D CONC. , 2629 E WOOD 1140 F BLOCK 814 8.75 4 D CONC. 3505 E W000 1520 F BLOCK 1085 11.25 5 D CONC. 4381 E WOOD 1900 F BLOCK 1356 13. '75 6 D CONC. 5258 E WOOD 2280 F BLOCK 1628 MULLION TUBE AS RE D. MIN 1/8' THICK P = Sh X Sw Pd = 4 P = Sh X Sw Pd = 2 LOAD AT ANCHOR AT TOP = Pt = 1 1- TOTAL LOAD ON MULLION WALL CONNECTION Lbs Lbs P ' Sb Sh (END MULLION) (CENTER MULLION) Lbs AT BOTTOM = Pb = P - Pt = Lbs IF Pt OR Pb > ANCHOR CAPACITY OF FASI ENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB J B BASIS. SAME AS ABOVE S END MULLION ' CENTER MULLION S 'w ANCHOR o= 1/4' TAPCON 1 -3/4' ;EDIAENT TO CONCRETE 1- 1 EM B ED It ENT TO__ CrE= '� ANCHOR /14 S.M.S. W INTO CONCRETE 1 -1 /e EM �� ANCHOR ©- 1/4' x 1 -1/4' HILT1 METAL HIT ANCHORS 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4' RAWL CALX -IN, TOTAL ANCHOR BODY INTO CONC. ANCHOR Z. 114 S.M.S. INTO WOOD. 1 -1/2" MIN. EMBEDMENT ANCHOR O. 1/4' X 1 -1/2" PIN GRIP 1/2' MIN. EMBEDMENT TO CONCRETE OR BLOCK NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Sw Sb Header Ctunnd (Where AppbcaDle) t-1TCLYTA,NCI No. l 1 - 010 ph e Ea SEE SCHEDULE MUWON TUBE AS REQD. MIN 1/8' THICK SEE TABLE BELOW ALL DIMENSIONS SHOWN Sh, 5w, Sb ETC. ARE IN FEET. SEE TABLE BELOW • \ \ I l 4 /a a SLAB CONNECTION MUWON CONNECTION TO FLDOR k CEJUNG NO. OF FASTENERS REQD EACH SIDE MUWON FASTENER SIZE rYPlr" 2 2. Xyt A - 2' 3 X 1/8' 2 X 4 X 1/8' 2 X 4 X 1 /8' W/ rnrttNER 2 X 6 X 1/8' / rnFrtJJER B C E A B c E 1/2' 0 KW IK BOLT 1/2' 0 KWIK BOLT CONC. 1 3 2 2 6 3 WOOD 2 4 S CONC. 2 2 4 2 1 WOOD 2 3 1 2 EztruCie0 Aluminum Roller T u.e Shan Hous+ (Bearing End) Roux741_.., Support wnyt W eater APPROVED AS . WITH TIE SOUTH FLOR ILDING CODE GAT J� � • lq BY / PRODUC CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, - 0363• (31 IOL r I /� DLL .A Silt 1 LDCx14 MJT .iSMCI �lNall Mount Track ENGINEER HUMAYOUN FA/100q PE f 16557 NOTE: ALLOW 5/8' CLEARANCE FROM BOLT TO BRACKET AT TOP AND BOTTCu FOR AJUSTABIUTY. Rectangular Tube Wall Bracket PRODUCT RENEWED F , X?i PA'CIUN D 4Tc By BUU DIN() CY:)hE cO 11.1nNr•1 i I1 L'I._ • Safety Stop APR 1 7 PRODIJCrRENEWED as complying wish the Fluridu Uuiding CuJe AEcceptrnce No 1 1I Eipirxtion Ie ty� - r J' roducl •Quirut 96 ! Mounting Plate (Adjustable) Tubular Motor C7 z 0 g o 0 tl U u z o O CL 0o co o C=4 W " 1 Z F:5 3o W ��� n' cV 11) 01 Z cr ( C 0 . 0 0 v 0 0 v 0 t C ) r drawing no. 95 -12 sheet 7 of 21 � I I Ng' I .0InIMEM III I j a 1 111EMLIE I RP 2X2 MAX. D EFL. SPAN/1" 110111116NAMM MN 1 MUM MU NMI 11111111111M1111111 Mil Wadi WM NM WARM Al ILMISMEMEIMISI ISM= MN INN REM BIM MINMESSMIIIMITIVIIIMINII RI MI MEIN tutomeeramem mom .asmi`��■i`r� RP 2x2 EC 2 Mil IMIN � n&X. DEFL. SPAN/18D „ v Lt. a La a to w Cr 03 a L3 to m 43 D H N w x 2 POST - SINGLE SPANS RP2X2CE1 t1AX. DEFL. SPAN /18D 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS SINGLE SPANS • 2 x 2 END POST - SINGLE SPANS RP 2X2E MAX. DE FL. SPAN/ 1135 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS co w � m Cn w ID CC s o zm U LO H N m w Q ❑ x 2 POST - TWO SPANS MIME= wriminso um:1: ,,.4, RP2X2CE2 ID MAX. DEFL. SPAN/ 1BB 60 70 80 90 100 110 120 130 MODULE WIOT - IN. - TWO SPANS to w Z U CO H to W .0 ❑ TWO SPANS 2 x 2 ENO POST - TWO SPANS 60 70 8.0 90 100 110 120 1.3.0 MODULE WIDTH - IN. - TWO" SPANS .;3 r- 0 1 N j 90 100 110 120 130 140 1.50 160 MODULE WIDTH - :N. - THREE SPANS N m J. 2 x 2 POST - THREE SPANS THREE SPANS Z SPANS a, 1 MERNIMMEMMUMME- 1111111111 ■WMEMM® MME MEMEMMMEMEMME IIMMIEMMEMMEMEM IINEOUMMIMIMMI 36 1 RP 2X 2E 03 MAX. OEFL. SPAN/18D 90 100 110 120 130 140 150 1625 MODULE WIDTH - IN - THREE SPANS Ely PRODt.! 1' R L' F',\VF,1 F.C.- S.`EPTr`.Ncr: O ICY.) G5 n " 1 ; C . N NL ( 2uc 110 I NTROI,1).y b1J II ) PRODUCT RENEWED aS compl)ing with the Florida Guiding Code Acceptance No 02,-n3 8.!/ Expiration Date vh C 4, /If By :N ' m Division APPROVED A SOUTH FLO I'rodu Control MPLYING WITH THE UILDING CODE DAT 8Y , �'• • 1991a PRODU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.95 -17 . ETIG1NEEFt HU 4AYOUN FAROOG PE / 16557 APR 1 71996 z z 0 0 • F U w z zW 0 3 r • - a0 0 J 't W ta.N z 3 M 0 LL.1 0 3- N 0 L s. 0 z tr rn 0 0 - —� cai� c N ON c v O O t() O O 0tn to ( 0 0. 0 0 0 O 0 L 1 k 1 ( rowing n 95--12 sheet 8 of 21 v Lt. a La a to w Cr 03 a L3 to m 43 D H N w x 2 POST - SINGLE SPANS RP2X2CE1 t1AX. DEFL. SPAN /18D 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS SINGLE SPANS • 2 x 2 END POST - SINGLE SPANS RP 2X2E MAX. DE FL. SPAN/ 1135 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS co w � m Cn w ID CC s o zm U LO H N m w Q ❑ x 2 POST - TWO SPANS MIME= wriminso um:1: ,,.4, RP2X2CE2 ID MAX. DEFL. SPAN/ 1BB 60 70 80 90 100 110 120 130 MODULE WIOT - IN. - TWO SPANS to w Z U CO H to W .0 ❑ TWO SPANS 2 x 2 ENO POST - TWO SPANS 60 70 8.0 90 100 110 120 1.3.0 MODULE WIDTH - IN. - TWO" SPANS .;3 r- 0 1 N j 90 100 110 120 130 140 1.50 160 MODULE WIDTH - :N. - THREE SPANS N m J. 2 x 2 POST - THREE SPANS THREE SPANS Z SPANS a, 1 MERNIMMEMMUMME- 1111111111 ■WMEMM® MME MEMEMMMEMEMME IIMMIEMMEMMEMEM IINEOUMMIMIMMI 36 1 RP 2X 2E 03 MAX. OEFL. SPAN/18D 90 100 110 120 130 140 150 1625 MODULE WIDTH - IN - THREE SPANS Ely PRODt.! 1' R L' F',\VF,1 F.C.- S.`EPTr`.Ncr: O ICY.) G5 n " 1 ; C . N NL ( 2uc 110 I NTROI,1).y b1J II ) PRODUCT RENEWED aS compl)ing with the Florida Guiding Code Acceptance No 02,-n3 8.!/ Expiration Date vh C 4, /If By :N ' m Division APPROVED A SOUTH FLO I'rodu Control MPLYING WITH THE UILDING CODE DAT 8Y , �'• • 1991a PRODU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.95 -17 . ETIG1NEEFt HU 4AYOUN FAROOG PE / 16557 APR 1 71996 z z 0 0 • F U w z zW 0 3 r • - a0 0 J 't W ta.N z 3 M 0 LL.1 0 3- N 0 L s. 0 z tr rn 0 0 - —� cai� c N ON c v O O t() O O 0tn to ( 0 0. 0 0 0 O 0 L 1 k 1 ( rowing n 95--12 sheet 8 of 21 4 N u- -. in m In MI cc to -. 1 • m u H Wm W • 'D - -1/11=1 1---►— •-M111 -- � KINI1111111■111111111111111111MMI - �-� -' -� -_ -■11•1 DIM1111111 immusignimaislow 111111111■111111111111■111111 ■11EIMESIM1111111M - ►1 - \ -�� 11•111•1 RP 2X3 CE 1 MAX. OE FL. SPAri/18E 30 40 SS 68 70 H0 MODULE WIDTH - IN - SINGLE SPANS POST — - MODULE WIDTH x 3 POST - SINCLc: SPANS SINGLE SPAN RP2X3E01 MAX. OEFL. SPAM/185 END PGST— MODULE WIDTH— x 3 END POST - SINGLE SPANS 30 4E] S0 6H 70 H0 MODULE WIDTH - IN, - SINGLE SPANS STORM BARS NNW 0 -111111111-111111111=1 ■1111-- --.a--1IIil - -�, -�- 111111 11111- - -11M11- , -�- -•1111111-1M111 -M-- IIIIMI"1111111111•1- -- - -�`- -- 1111111110110111181111111111•1= - '.- -1♦ -- MIIIMINEMISITSIMEMIVA w (1 M W n w � z U m Hm La m Cu • I � Z 2 x 3 POST - TWO SPANS --- .- -aiimamm. immunitummimm Nam Numnisuou - 11311---- 10r - - -1M1 -- IIIIPRIMINIMINNI- - -111 1111111111111111111111111M111111111•MME --- III51- - - -.` UMW NIM - MM- - - -- --0r---1112- 11111--11131----1MMI- -- 1 ∎ - -111- -- 11151111M..' L E /1 -r`M- -rte■ ` ` M 98 • 111111111111111111 RP 2X3CE2 MAX. DE FL. SPAN/ 185 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS a • POST— �? MODULE WIDTH , -- - -121IIMI I EMIMIIIIII3i`V MEW MION1111111111111111 IMO --- ■11- - - -12911 - -,.- -' - - -- - - -WIRME MM- -- MO's KSIIIMINIM-- - -61 111■11111FSMIMIZMIIIIIIELV X165- 111=11111`M1 -1111111 ZI/� -r `N� �T2 `._._ 8 2 x 3 END POST - TWO SPANS RP 2X3 E0 2 STORM BARS TWO SPANS m MAX. DE FL. SPAN/1ga MODULE WIDTH 71 7 1111 END POST 60 78 fl0 9H 100 ,.1.1Z 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS 2 x 3 POST - THREE SPANS NUMNIM1111111111 111 IIIIMMINIIMEMIN r //N — tL -- 111111' - -11MM- -- ° ►r te- M �� —N/I w = m 1111111112111111111111111•1116171._ w — MIZE= �._ -n 11 -�_� - - --m- . z o `:_ 1. itai:�� W m ....7 a�a —fir :'� °��i•. y . !Imil,_.,,...,.._ m 3 N RP 2X3 CE 3 MAX, DEFL. SPAN/ 113f i n.. n i Winn r>>> i .TT'TTTr. it 99 100 110 120 130 140 150 160 MODULE WIDTH - IN - THREE SPANS 9 0 POST— RP2x3E03 MAX. DEFL. SPan/i8D MODULE 'rYIRJ}L- __T— -- THREE SPANS 2 x 3 ENG POST - THREE SPANS 1 N I I i l la 8 f STORM BARS ® I MODULE WIDTH 90 100 110 120 130 140 150 160 MODULE WIDTH - IN - THREE SPANS END POST g -c S PRODUCT RENEWED as compl)ing with the FluriQa Huiding Code Acceptance No 0Z t 8. l l Ezpirativa Date vrt? — yl Miami Dade .. Dirision APPROVED AS SOUTH FLORI DAT SU BY PLYING WITH THE BU DING CODE 19aZel 1,. PRODUCT 1 ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 D Q1NE:Et HUMAYOUN FN2000 PE f 16557 APR 1 71996 0 g O 0 0 0 0 ✓ w z to 0 o ¢ oo co w cO W N Z�, • O 111 v O D_ a> • O r7 r7 U rn > 7 ` m o' c c N 0 N. c c o o in o in In C T 1 m 0 0 C J C ) 1 drawing no. 95 -12 sheet 9 of �1 r u. In a w cc m 1n -. a. L co In w 2 x 4 POST WITH STIFFENER - SINGLE SPANS RP2X4SF 1 MAX. DEFL, SPAN/ 1SD 30 4H S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS PDST — END POST — MODULE WIDTH { MODULE WIDTH— SINGLE SPAN 2 x 4 ENO POST - SINCLE SPANS WITH STIFFENER 1 -,--, --11111111 11111111111111111„-11.1■ moksimmoomm - ool -1111111111MIMMIIIIMII , -111111111111111-■111111111111 MII-- -- . -�-`-�t.-'_ `'MII''--MAIN RP2X4ES1 1 MAX. DEFL. SPAN/ 18d 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 2 x 4 POST WITH STIFFENER - TWO SPANS ti RP2XaSF2 1 MAX DEFL. SP AN/ 1 60 78 89 90 100 110 120 138 MODULE WIDTH - IN. - TWO SPANS TWO SPANS 2 x 4 ENO POST - TWO SPANS WITH STIFFENER 111116,w" ILIIME11111111110 111,111111101111 11111111111d1 LJ o m 2111111M11111111=11111111` i_ RP 2X 4 ES 2 MAX. DEFL. SPW 18d MINN ■M 60 70 HH 90 100 11H 120 130 MODULE WIDTH - IN. - T'WO SPANS N IA x 4 POST WITH STIFFENER - THREE SPANS I j1 ri 161 w 1.1��1�6lw�•���� �������� 1 •11111104- 11111111211671.1111111111111111 Lo 0 _ z 141�� _v�r� —•• � H co In W m N RP2x4SF MAX. DEFL. SPAN/18 MODULE WIDTH 90 100 11/1 120 130 140 150 169 •` MODULE WIDTH - IN . - THREE SPANS I3li1.LF)1 ? rr�nr • - MODQI E. WIDTH —_— THREE SPAN 2 x 4 END POST - THREE SPANS WITH STIFFENER n m 1 117711177111, , 1nr1 - 1 - 7 - 7177 , 771 111 1777 71„ „ I I 1 RP2XaE3 MAX. DEFL. SP AN/ 1Bel T I I I f I 1108r SHUrTaR HT> I I 90 100 110 120 130 140 MODULE WIDTH - IN. - THREE 1,11 7771 1S0 168 SPANS P= ODU f ` T \ F,D tiC + cT1 ' t ' C �� OZ G ` � : t� By PRODUCT RENEWED ae complying wit the Florida Buiding Cod Acceptance No °t 1! 1?T • e f Expirat on Date b By M mi n uioa APPROVED AS SOUTH FLO DAT BY PRODUCE CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c75-6.163 •h de Product Cuutrul 1PLYING WITH THE ILDING CODE E 19 2 01 F?IC1NEtR HUMAYOUN FAROOQ PE / 1E657 A PR 1 r 1996 Z z 0 g 8 0 OEf. 0 LL 0) z cc C 0 _ c 0 0 0 . o 0 0 .c t ) 1 1 1 drawing no. 95 -12 sheet 11 of 21 m RP2X60C1 MAX DE FL, SPAN / leg 30 40 50 60 70 20 MODULE WIDTH - IN - SINGLE SPANS _ \ 1 immentransenumm. ■ ■ ■- ■■ ■_mum �� ■ ■►�■ ■ ■�� lk w 1111■11e■111111163111■ ■ 11111 11111►_■ 0=1■-■■■ III-INIMMOMM` ■ z m 011111115111111111011111115=1 LI co w m \�m more■ o = \�vi��lm ■s imararmatatimmanamoman 1 ■■■ 30 40 50 60 70 80 RP2X6EP MAX. DEFL. SPAN/ 18d 2 x Ez POST - SINGLE SPANS SINGLE SPAN 2 x 6 END POST - SINGLE SPAN MODULE WIDTH - IN. - SINGLE SPANS LL CL r 0 m x 6 POST - TWO SPANS ■■O■■■■M►M■■ ■_► 8 ■■■IM. 72 ■■■ ■■E.n■■■EMMEN ■ ■■M.■ ■ ■OMM limmommummomm mm■■■■mm■■■ ■m 'm■■■■sim■■■■■ ■NEM■■■■EM■■■ ■■ IMMEM ■■■UM■■ \■■■MO■■■■■EEM ■►.rMIMMri ■r■■■■ MME.unEURVIIMEMEM `■MM'�.�■''■■ ►mo .. mm■■■■mm ■'tom K `` i RP 2X6DC MAX DE FL. SPAt4/ 8 60 70 80 90 100 110 120 120 MODULE WIDTH - IN. - TWO SPANS TWO SPANS 2 x 6 END POST - TU2 60 70 80 9H ICH 110 120 130 MODULE WIDTH - IN - T4+.0 SPANS r c. x POST - THREE SPANS `11111111111111111111:!11■ ■■ ■M.EMM ■■■OM■■ ■■■M'►i■■■■■UM E■■■■■N'■■■■■■ W■■■■■IN■■■■ MENI■■■■■■OMME 1111111MOMMAIMMMIMME ■■■■MEME =■■■■ -■_� 1' 0 ■ ■r��� ....... �!rrll ■■ 11 3 3 1102 • SHUrTSR 1 7111 N RP2X60C3 M MAX. QEFL. N LL Nm w r CO SPAN/ 18d 90 100 110 120 130 140 MODULE WIDTH - IN. - THREE THREE SPANS 1S0 1E0 SPANS 2 x 6 ENO POST - THREE SPANS 9a RP2X6E?3 MAX DEFL. SP I 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS AC ^ ;C • t 5.... 13y t S c PI )DUCT G V1' +ti PRODUCT RENEWED as complying with the Florida Buiding Cade Acceptance No O1- 0yi.(/ Expiration Date el - b 2007 13y 'Miami Dad'. DI Y1�19R APPROVED AS SOUTH FLORI Product 4: .ntrul APLYING WITH THE ILDING CODE (. 199 DAT BY PRODU CONTROL DIVISION BUILDING COMPLIANCE OFFICE AL TANCIN0. ENCINEEk HULtAYOUN FAR000 PE } 15557 APR 1 '71996 r-, O 0 O O z z 0 0 o � O N d• O w z , z w M O Q O CL c o N � O•d - 1 W � N L W cV z c 1 ) drawing no. 95 -12 sheet 12 of 21 MMEMMMIIMMMIll I INA V S ys 110 8 • ESL RN a im 4 MBE ME 0 EMMEAM EE SEEM ME OM ■ IEEE OE MEMEMMEN WNW ■MEE■■EWE MEN ■■ M MEMMEMMEMEN 1111 NEEMMEME 1 ;s 6 M"'EEEME= ME iMM`MI mAX . D FL . SPAN/ 1 fld' ■■ m RP2X60C1 MAX DE FL, SPAN / leg 30 40 50 60 70 20 MODULE WIDTH - IN - SINGLE SPANS _ \ 1 immentransenumm. ■ ■ ■- ■■ ■_mum �� ■ ■►�■ ■ ■�� lk w 1111■11e■111111163111■ ■ 11111 11111►_■ 0=1■-■■■ III-INIMMOMM` ■ z m 011111115111111111011111115=1 LI co w m \�m more■ o = \�vi��lm ■s imararmatatimmanamoman 1 ■■■ 30 40 50 60 70 80 RP2X6EP MAX. DEFL. SPAN/ 18d 2 x Ez POST - SINGLE SPANS SINGLE SPAN 2 x 6 END POST - SINGLE SPAN MODULE WIDTH - IN. - SINGLE SPANS LL CL r 0 m x 6 POST - TWO SPANS ■■O■■■■M►M■■ ■_► 8 ■■■IM. 72 ■■■ ■■E.n■■■EMMEN ■ ■■M.■ ■ ■OMM limmommummomm mm■■■■mm■■■ ■m 'm■■■■sim■■■■■ ■NEM■■■■EM■■■ ■■ IMMEM ■■■UM■■ \■■■MO■■■■■EEM ■►.rMIMMri ■r■■■■ MME.unEURVIIMEMEM `■MM'�.�■''■■ ►mo .. mm■■■■mm ■'tom K `` i RP 2X6DC MAX DE FL. SPAt4/ 8 60 70 80 90 100 110 120 120 MODULE WIDTH - IN. - TWO SPANS TWO SPANS 2 x 6 END POST - TU2 60 70 80 9H ICH 110 120 130 MODULE WIDTH - IN - T4+.0 SPANS r c. x POST - THREE SPANS `11111111111111111111:!11■ ■■ ■M.EMM ■■■OM■■ ■■■M'►i■■■■■UM E■■■■■N'■■■■■■ W■■■■■IN■■■■ MENI■■■■■■OMME 1111111MOMMAIMMMIMME ■■■■MEME =■■■■ -■_� 1' 0 ■ ■r��� ....... �!rrll ■■ 11 3 3 1102 • SHUrTSR 1 7111 N RP2X60C3 M MAX. QEFL. N LL Nm w r CO SPAN/ 18d 90 100 110 120 130 140 MODULE WIDTH - IN. - THREE THREE SPANS 1S0 1E0 SPANS 2 x 6 ENO POST - THREE SPANS 9a RP2X6E?3 MAX DEFL. SP I 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS AC ^ ;C • t 5.... 13y t S c PI )DUCT G V1' +ti PRODUCT RENEWED as complying with the Florida Buiding Cade Acceptance No O1- 0yi.(/ Expiration Date el - b 2007 13y 'Miami Dad'. DI Y1�19R APPROVED AS SOUTH FLORI Product 4: .ntrul APLYING WITH THE ILDING CODE (. 199 DAT BY PRODU CONTROL DIVISION BUILDING COMPLIANCE OFFICE AL TANCIN0. ENCINEEk HULtAYOUN FAR000 PE } 15557 APR 1 '71996 r-, O 0 O O z z 0 0 o � O N d• O w z , z w M O Q O CL c o N � O•d - 1 W � N L W cV z c 1 ) drawing no. 95 -12 sheet 12 of 21 I I I 1 1t° N ' 3 1 I h, ; I 1. �E® -- -u \� 7 I 1 EIMMEEE E. EN . �11I!II NE _ - "'INIMMEIREIKEISE - I MI 16 11111EINIE KO EN `A 11011.1111EIN all .`." EllE■gili '.ni`'_ ■. 1RP2x6ES3 MAX OE FL. SPAN/IBD IS ■IIIIKEEMINE111 ._.''ISIE''.'T•U 1■Mill NM Re MAX. 2,6 DE FL. SP AN/ I es 1 ■ e : I I I 1 1t° Aiiihhh. 1 I I h, ; I 1. �E® -- -u \� 7 I . �11I!II NE _ - "'INIMMEIREIKEISE KO 1RP2x6ES3 MAX OE FL. SPAN/IBD 1■Mill ln a w ❑ tY a z u H J w ❑ PxS1 x 6 POST WITH STIFFENER - SINGLE SPANS M POST MODULE WIDTH— SINGLE SPAN 2 x 6 END POST - SINGLE SPANS WITH STIFFENER tst u ) d m W •• Ct CO w ❑tit RP2x6ESI MAX. DE FL. SPAN/1SD 30 40 S0 60 70 Fi0 MODULE WIDTH - IN. - SINGLE SPANS RP2x6SF2 N 4 MAX. QE FL. SPAN/18d 2 x 6 END POST , SPANS WITH JIFFENER x 6 POST WITH STIFFE•ER - T'IO SPANS 1II MEINEIENEEIENELIIII EMILMIIIIESUMEME siremamilsomimirommim miimmimammemmiimmi - Ii1I 60 70 80 90 100 110 120 130 MOCULE WIDTH - IN - TWO SPANS TWO SPANS 66 70 2.0 90 100 110 120 130 MOOULE WIDTH - IN. - TWO SPANS w r a m m x 6 POST WITH STIFFENER - THREE SPANS RPZx6SF m 1 MAX. QEFL. SPAM/1SE �l '- f3 PROI; "T(t) 90 100 110 120 130 1421 1S0 160 ‘'tlJ1`4. )Di. MODULE WIDTH - IN. - THREE SPANS r t7 THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER 90 100 110 120 130 140 1S0 160 MODULE WIDTH - IN. - THREE SPANS p yy E B C oq - ozo = - ° � - 2cc PRODUCE RENEWED as cornptying with the Florida Budding Code Acceptance No Da- D1 a e. // Espiratioa ;e,7 , taml Dade Produe} ontrul Divblon APPROVED AS '. PLYING WITH THE SOUTH FLO 1 LDING CODE DAT -�L - 193L. BY PROD U ' "CONTROL DIVISION BUILDI G CODE COMPLIANCE OFFICE ACCEPTANCE N09.5 c)J51 APR1 71996 ENIG1NE HUI4AYOUN FAROOQ PE If 16557 0 z 0 g O 0 0 a- 0 N Z CY z <� v i ° 0 v l W A N Pk ? Nn Ln z C 0 t1 'i c 0 - ) 0 0 0 0 U T a c ) draw ng no. 95 -12 sheet 13 of 21 IIIMMA/11/ INNINNINI/111 gammusgamm TOP SUPPORT 2 I'! m u r N H a 2 x 3 TOP SUPPORT - TWO SPANS UMMEM MUMMEOMMEMM MEMMEMMEMMEMEM EMMUMMEMEMEM UMMEMMEMEMEM WOMMEMMEMMEMEM „1ELM,.■■.■ MUll INIENLIMIIIMMIMEMONNI WRIMIOURNITIMEMEIMIMI MINIM . t►•..... IMMEIN►.•..•..: WIROMEIRIMMINIMMORMI III ah LIWat MIL . IMINI 11 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN - TWO SPANS PRODUCT RENEIVED ez com plying; with the Flutult, (guiding Cute Acceptance No02- Eipirativa Dat tty Nti 1 Dade Prod cl Cuntn,l ci�inn 2 X 3 1 TOP SUPPORT - THREE SPANS 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN - THREE SPANS z H THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE R CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. La 2 X 3 TOP SUPPORT - THREE SPANS INN III IMMO IIMi '.■ 11111■■ ESINSIMMINIMMOM I I RSR2X3 -3 I MEW EFEA INA r INEMESEM CEH2X3 -3 CEFL. AT 10 PSF 43 u 2 X 3 TOP SUPPORT - TWO SPANS limmatempaim UMW UpPl/11111 m ////1611 1 ❑82X3 -2 CEFL . A 10 PSF I ,,,,t,.,, ,,, ,,,, 60 70 80 90 100 110 120 120 SHUTTER WIDTH - IN. - TWO SPANS 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS m v 4 m 2 x N • � 4 TOP SUPPORT - TWO SPANS 11111 111111111111111111111MMEN 0101, .11111111 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN - TWO SPANS a'v ED 1-0 (6. C7 CONTROL DIVISION BUILDING`G COMPLIANCE OFFICE ACCEPTANCE N0.9.S-03O3 .61 a 2 X 4 TOP $UER_Ct4 =- =-TH E�_SPANS. - Vt li .}' ,.., 111111111=1111111111111 . . : 2 X 4 TOP SUPPORT - THREE SPANS IIII I RSR2 1lPMINl1Ml1 ��■. � LIJ , ■i1M11■12.■■■■ 3 m MOIL :. g �11►1�n� W ~ �'1111111■i.'i■ z m . '.11KINIMM® ®, ®. 0- ®iati liff1■■,■■'■ W m „MIMMI,alialili,al'n 90 100 110 120 130 140 150 168 SHUTTER WIDTH - IN - THREE SPANS 0 U w W ❑ m ❑82X4 -2 CEFL. AT 10 PSF 1111 IMMIONINVENUM ONNUMNO MINOMMAINI reAttI POST w 2 X 4 TOP SUPPORT - TWO SPANS N 60 70 80 90 SHUTTER WIDTH - 100 110 IN. - TWO APPROVED AS DMPLYING WITH THE SOUTH FLOR'IA BUILDING CODE n / DATF BY PR ENO POST 120 130 SPANS END POST CBH2X4 -3 CEFL. AT 10 PSF F 90 100 110 120 130 140 150 168 SHUTTER WIDTH - IN. - THREE SPANS STORM BARS STORM BARS POST TWO SPANS TOP — SUPPOR 0 THREE SP OR 1 7 1996 Th 0 L. T 3 zP 0 U = 0 0 O CN N z ct rn 0 0 > _u) �o� c - o o° 0� CC 11) U u O 0 - V T 1 C drowing no. 95-12 sheet 1 4 f 2 1 TOP —« SUPPORT drawing no. 95--12 sheet 15 of 21 N co 2 x 6 TOP SUPPORT PRODUCT RENEWED es complyingn' the Florida Q y Dade Product Cu Di%Ision 2 X 6 TOP SUPPORT TWO SPANS R SR2X6 -2 60 70 80 90 100 110 120 130 SHUTTER 1IOTH - IN - TWO SPANS THREE SPAN5 SHUTTER WIDTH - IN - THREE SPANS z H cn 2 X 6 TOP SUPPORT TWO SPANS OBH2X6 -2 ❑EFL AT 10 PSF 60 70 89 90 100 110 120 130 SHUTTER WIGTH - IN. - TWO SPANS .n 2 X 6 TOP SUPPORT - THREE SPANS CBH2X6 3 DEFL. AT 19 PSF 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER wIDTH - EN - THREE SPANS W to CO lluidingCude THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT AcccptenceNo 071 1.1. 1 SEE SKETCH FOR REFERENCE Esplralioo 1)at• a ?FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. 0 tn o ID 2 x 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER 1111111111111111111111011REI 111111111\111\\111■111111 1111111•,1M111■1■1111, AMMINIMEMMSW ,EEM ,..,,■.111112111, ■■11 ■ ■� \\1��\►\ \\1111v ,,,,,,■.','.' ■ �,,,M,.," ■.,,, �,., Inv \■11M g RS2X6S -2 60 70 20 90 100 1_0 SHUTTER WIDTH - IN. - TWO 120 120 SPANS RS2XGS- m N m m N to L:.• P:'!:lit I . " Df.C 2 X 6 TOP SUPPORT - THREE SPAN WITH STEEL S'IFFEN_E 111MI, IIMIM . ►6 - 1111111111111111 , \.���..�"■ ,� it`11'111111'11111' .1111111111111,10"'.P1, 1E1 \►111►tMs►\\EIL\\ ant: EIT E\MM\N 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN - THREE SPANS r ID 0 ID ID ID ID ❑ H U a W ID J LL ID W a ID m ID 60 70 80 SHUTTER w WITH STEEL STIFFENER 90 100 110 CBH2X6S3 OEFL. AT 10 PSF - IN. - TWO SPANS APF OVED A' PLYING WITH THE SOUTH FLO ;LDlNG CODE DAT /) E 19 BY PRODU CCHTROL DIVISION BUILDIN CODE COIAPt,19 -- - -_ =-= ACCE.PTANEEN695'OS• (� 1 6 TOP SUPPORT - THREE SPANS to WITH STEEL STIFFENER END POST m 2 X 6 TOP SUPPORT - TWO SPANS AAA IBRIBIN El OBH2X6S2 OEFL. AT 10 PSF 120 139 END POST 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS STORM BARS POST TOP SUP STORM BARS PORT j 0"444 TWO SPAN THREE SPANSAPR 1 7 1996 0 ,_ g ...el 0 Q w Z r7 Q «2 Q 104 0 r I w W I z� i, N 0 uj .- C C 0 N L U 0 0 0 .c EF24ST ° AT EFL. AT 121 PSF 2 4 5 - T AT 10 PSF II JjiIIIiFlI I iiIII!iiIl uI 'gli gl ,� II/ _II4 Al 1•/ ALARINISt ■41/111 miggir" I; } � 1 to 1n II ...JO � 111 III JIM 4 To t a l ,ill !J Iimi 1 1 1 y , i i _ 11. r Wril ,-.. r ......... � iiiiii -MIMI il midilifilin mom ml■moll 0.•1..,111' _- == mogralm D EFL - AT D EFI_. AT 121 PSF 2 4 5 - T AT 10 PSF II JjiIIIiFlI I iiIII!iiIl uI 'gli gl II/ _II4 Al P LA TTY" ALARINISt ■41/111 miggir" I; } � 1 to 1n II , � 111 III JIM 4 To t a l i. - 11111111iU --_e 11111111111E111 V1111-1,.1 !J Iimi 1 1 1 y , i i _ 11. r !!!! r ......... ❑ R0 O EFL. I 2 4 5 - T AT 10 PSF II JjiIIIiFlI I iiIII!iiIl uI 'gli gl II/ Al P LA TTY" ALARINISt pm gladilmr'l r miggir" I; } � 1 to 1n n , � ORCN24 -2 DEPL. AT 1H PSF , Al rJ iP 1 ,' 1n /I♦� , � ...--- r ......... � �- N RON -24 STORM BAR - TWO SPANS 16. !!!MEt MMEMMOIL- OMEMMOMEM MOMEMEME MERNMEMMIM mommommommummom mommEncrammomm mommommmummmomm MMEMMINMEM MMERIMMEMEM imm`mmi_ax=mum m ∎ 1!r!111 RB0N24 -2 24 621 721 821 9H 160 116 1221 130 SHUTTER WIDTH - IN - TWO SPANS p complying n g it the Florida s com{ )' K Bulling Code Acceptrnce No EsplraUUn UYte 1 ) kodtio Co. �lisiun RON -24 STCRM BAR - THREE SPANS !! ■!!lm..!!!W II1III E\ 0 ...m........ms 1 !!E►M!!!!!!!!! !!!l...!!!!!!! .!!!!l,..!!!!r "!NI!!!!''.!�!r !.'M!!!!!!'--. !11111111111 IIMMAIMMOMMMOMME MMEUMMIMAIMEMME MENUMMEMMEMMWA MEMMIMMUMMUIMMO MEMONMEMOMMEM ImmlIMMINNIMMEWA RB0N24 -3 ! 96 100 110 120 130 140 156 160 SHUTTER WIDTH - IN, - THREE SPANS In v 621 721 821 96 1621 116 1 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE Q RON -24 STORM BAR - THREE SPANS 96 106 110 120 136 140 1521 160 SHUTTER WIDTH - IN. - THREE SPANS MMEMEMMEMMOB m !!!!OMM!!!rMMO N LEMMEMMERNMEMM m IIIIIIIMII ME !! !!! !!1011lr!lr►MrMI imMIIIMEMMEMMIIIMEMM w : MUMMEMr!!!!—M Nm IMMEMENMEMMEM = 0 !!MMMEMMUMr! a MMlrNEW z ! MMEMMUMMlrlM m M►MMEMM!!`EMM! m '"\iROIlMORI!!MWM w MOMMEMMEMEEMIO 7ffilawammEsE m1 RON24S-2 m 3 N w r- d Ulv 0 UJ z Q , w m RON -24 STORM BAR - TWO SPANS WITH STIFFENER ISi11 fr" :f.r'I.t,; RON -24 STORM BAR - THREE SPANS WITH STIFFENER h. EMMEMMEMMERM .!!!!UM! MM!!!!!E■ MEMOMMEMMEMEM MEMINEMEMEMIME NMEMEMMOI!!!!!! WAMMMENNWMEMEM !!. ■!!M'!■!!!MM' MIIIMMEMMEMMEMMOI rUNIM!!`LIM!!!!E EMMONIMMERNMEMM MEMEMEMMEMEMEN WILIMEMILAIMINMEE MMENUMEMUNICEM IMMEMEMMUNIM RDN24S -3 160 1 RON -24 STORM BAR - TWO SPANS WITH STIFFENER v z H U N J m w w 0 60 721 al 90 110 120 136 6 76 a SHUTTER y SPE?N SHUTTER {� E �. ._.:. c ;: c . HUTTER WIDTH "" APPROVED AS SOL'THFLO DAT z H � Z 0 H N W Jm W 0 1216 LL. 120 1.321 DTH - IN. - TWO SPANS COMPLY NG WITH THE laDWG CODE PRODUCT O,, ROL DIV!S ;ON BUILDI CODE COMPLIANCE OFFICE RCNpz4 - I HREE WITH STIFFENER 9H 106 110 126 130 140 150 1621 96 106 116 126 130 146 LBH 166 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS TOP SUPPORT STORM BARS TOP — SUPPOR THREE SPANS APR 1 1996 0 z O 0- N U cw N O �QOo EE N� J o J � . w � Qo c[ cn z ( N O N u rn O O •-) r- ro U) c cu h c N o c -< o ot17 o n o° 2 u DRON56 -3 OEFL AT 10 PSF -2 OEFL. AT 19 PSF __ II iiiiIIuIIj 1111!!pww u _l Pm _.....w ..,....... ■d/ ratilr ru ng� �� III 11.-1 II I!UiiLI L --. /,.,' 11111 owl .. • .. n om. All ORDN56 111111 IIII iiIIIII -2 OEFL. AT 19 PSF __ II iiiiIIuIIj 1111!!pww u _l Pm _.....w ..,....... ratilr ru ng� �� . • J RN57 ... DF 4T 16 PSF E IN IliiilI!iii iiiuirlIIiiIii P1 /111.11 ..01111"111 laim umpae-- tesumg Lam' c1:.... —� 11 11 - --r DRON -3 DEFL. AT i3 ,.,1 Eli I uii l11! --_ Iliniterm.) lIIiiiiPiiU i i -.. ... u _l DRON -3 DEFL. AT i3 ,.,1 Eli I uii l11! --_ Iliniterm.) lIIiiiiPiiU i i -.. ... u _l tl. n N m r L w N rn Z H W 0 CD RON -57 STORM BAR - TWO SPANS moomm. ........... 0...,.. .\ IiIIIuituI1I ............1 mullimpwarommom MMEM UM 1111Eln 1l�1.S IEMM R_�, ORNME1.MM1..rS IlliMEMMELLIMINGIEM .11U.1.1111MIN 1■1.11... RBONS7 -2 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS e Product Coo nkkionr RON -57 STORM BAR - THREE SPANS N ►.1..1 ►11.1 111.1.11►.1!Il1 ..►L1.1.11ISBI1 ��� 11.111.01 �..1..1.11111111� ►11..1.11 1.. IiIIuui .1.►�1p11.un amom.,I:t'!!Ivs.11 ..\.11.1111.1%.. temarmminiensumme 1r.s[i iniss111ro11 `.i�i`,11.1``.... 11iu11 misma 1ri terawassiareasim 1 wei rr■..`1 1,a.. 1'•l __ smummmommaihs 1.1..11.1.. RBONS7 -3 90 100 119 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS H z H 6 N H 1— U U. w J w 0 H U W J t1 0 RON -57 STORM BAR - TWO SPANS PRODUCT RENEWED as comply 'ingwith the Florida THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS BuidingCode SEE SKETCH FOR REFERENCE Acceptance No OL-01 f ¢ .11 Eipiratiuo Date 7v.+e � ?0o7 v RON -57 STORM BAR - THREE SPANS 60 70 S9 99 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 110 123 139 140 150 169 SHUTTER WIDTH - IN. - THREE SPANS 11....E 1 NIS7.11111111111d 111111M11111.►11.. .11\1..1..1 (J3 .11111 1111..1111111... 1..7...1.1..1 111EMM.M111•111.... 1.110121..11.1.. 11`111'111111 'i in1 X10 (71 1111111671111MOSIIIIIIMMEI 0 t2 . 1L7.r11111111 .11 u_r z RON -56 STORM DAR - TWO SPANS RBON56 -2 60 70 SO 90 SHUTTER WIDTH - RON -56 STAR 100 110 120 130 IN - TWO SPANS z H 1\ V1c`5 cs v RfN -S6 STORM BAR - TWO SPANS O N H m U W J w 0 1.19111.1 `•!l111=111 .1 osimmi .1.10 1111111m1p M11•►1111.111� 5 EilbM 11161 1111M11111M11111111 11123.111119111M111•111111115.111111111 116 X111111'1 111ns11111.,111 111111111NE1NIM1.. 111MMIr111111 11111:11i1n "" -. 11159111111111111111116111 MMIII IMMIERNMEEZE 11111111MTM RBONS6 -3 I - THREE SPANS z H z H W J W 0 60 APPROVED AS SOUTH FLORIr DAT BY LYING WITH THE DING CODE 19q PRODUCT CI TROL " !SION - -- BUILDIN DDE -6OM - RLFZCE OFFICE .2, \ :s- 't AL`CE?1ANCENOg7 - - )n1 END POST 70 S3 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS END POST v RON -S6 STORM BAR - THREE SPANS M 90 100 110 120 130 140 150 160 90 100 119 120 130 149 150 169 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS STORM BARS 3 + N I POST STORM BM .S POST TOP SUPPORT a 2 0 r-- TWO SPANS TOP SUPPOR 0 THREE SPANS PR (1996 U Z_ N N cn p� z W � p� a�S p c c / 2 't Uu cr p 0 QO N UJ Q U C w -�� ) s r 0 N 0 O 0 vt• Lc) C w O 0< 0 0Lc) = O = O o L) O ro C1: o - 0 0 v 0 c _ drawing n o, - 95 -12 D s heet 1 7 of 21 CRE2 ., :iiiiiiiiiiiii !!!!I!1iiii iPAIIIII!!!r 111.10011 ::::.r_ar„ . mum 1111 -3 AT _Mall 10 P S F 1iIIIIIIi!iI 1111111 1 1 N \1 1 f1 mom r— All OM 1111111EMINI J iii rommommolmw • , DR92X3 -2 DEFL AT 10 PSF 11 111 J1III1!iIIII 1iIIIIIIi!iI mom r— 1111111EMINI J iii rommommolmw mom I '� aA� 34 !U , Mal _ _ p ORH2X2 OEFL iii iIiiiIl IIIIIlI iiiIII1IIIPIi - 2 AT PIN 10 PSF 111 _Alli mom r— 1111111EMINI J iii rommommolmw mom aA� 34 m to a 1 611 WJH rt 3 o W -+ a a z u m H m otg m m m N 2 x 2 STORM BAR - TWO SPANS MMINOMMEMOMMEMM MEMENMEMMOMMEM EMEMILMMEMMEMWM MIAMMENUMMEMEMIS ..MM.........r ■■,U■..,....■■ .............. MEMMEMMIMMOMME ...M.......... ..M.r..M•. MOM '.■.,.■.,'■■■■ ��► s 4 '1 s 'L rar iagum. REMMUMMEMMEMME MEMMIMINVIMMEMEM MMIIIMMMEMEIMEMMO �stussss WINO. wimmummEnnoreamm ImmmilMEMIMMOSSIM IMMEMMEMMOM RBR2X2-2 60 70 20 90 100 110 120 130 SHUTTER WIDTH - IN - TWO SPANS MIEN EMM `MMENIM MEMEMEMMEMMOMM MMEMMEMMEMMEMO EMEMEMEMMEMMEM MEMEIMMEMBINIMME MOIMENNEMMEMSEM MIRMEMMISMENIMMOU MEMEMMEMSEMMEM WERNMEMEMMEMEM MENSMEMMEMMEMM EMMEMINWAMMEMS ''U_itss MEME•■M • MMIAMICENSMENSM _ ` RBR2X2 -3 2 x 2 STORM PRODUCT RENEWED es complying ith the Florida Uuiding Code Acceptance No of -Q'! B • I E%piraticm Date ✓ot - -. roduct Control ity M'mi D2de DiNibion BAR - THREE SPANS 90 100 110 120 130 140 150 1.60 SHUTTER WIDTH - IN. - THREE SPANS z 2 X 2 STORM BAR - TWO SPANS 60 7E1 80 90 100 11E1 1 SHUTTER WIDTH - IN - TWO SPANS o 2 X 2 STORM BAR - THREE SPANS 90 100 110 120 130 140 150 160 SHUTTER WICTH - IN. - THREE SPANS 3 3 RE3R2X3-2 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS. SEE SKETCH FOR REFERENCE IIIMMEMEMEMEMEME MEMMERIAMMEMEM MEMMMMEMUMMEM MMEMOIMMENEEM ■..MER.■■■'PA. NMEMMEMEMMEMMO ,■MU,■,■.■■ MOM MEMEMME WENNUMEMOMMEMM UMMEMME Saab REMEMUMMUMEMM ' - mss■ - .: MUMEMEN MENSOM=EIMMEN - MENEMMMEMEM tsi w 1.11 _ a H w m 0 2 x 3 STORM BAR - TWO SPANS 60 70 80 90 SHUTTER WIDTH - 100 110 IN. - TWO 120 130 SPANS 2 x T BAR - THREE SPANS 1 1 r■ MOMMEM r IMM u• ► - sssMsn■sE MMEMNIONEMMEN MEMEEMMEMMEMM EMM'EMMIN®'■■.■, IIIMEMMOMMINENWEE IIMMUMEMMEMEMEM MMOINMEMBEIMENLIM MEMEMEMMENEMUM ONIENREEMMEMERS MEMMEIMMEMMENNE NMEMMEMEMEMEME mmullIMMWJEMMEME RBR2X3 -3 m RJ 90 100 1.10 120 130 ST1UTTER WIDTH - IN . - 140 LS8 168 THREE SPANS u, 2 X 3 STORM BAR - TWO SPANS v m APPROVED AS 01, •LYING WITH THE SOUTH FLORI BU DING CODE DAT ' ( ' 1(1 6 BY PRODUCT P N :r== BUILD G CODE COMPLIANCE OFFICE ACCEPTANCt NOg 5 -0303 . b 1 a 2 X 3 STORM BAR - THREE SPANS Hm 60 70 80 90 1H0 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 SHUTTER END POST ./ ,� OM OMNI=== ONOMMEIuII OMMOOMINVIIII .fflomm. SWEINgrioNgs = r r CR82X3 -3 DEFL, AT 10 PSF 110 120 130 WIDTH - IN. - 140 150 160 i THREE SPANS STORM BARS 0 3 r , ix TOP SUPPORT POST TWO SPANS THREE SPANS APR 1 1996 N1 rn z N Z 0 0 z 0 2 0 J Q 0 N O • 0) 0 0 1 t . 10 ) ciLTT c ti tn c l 0 N C 0 0 0 In o � 0 0 lr cn 1 to m 0 a) O 0 0 c 1 i r u') 1 k ) drawing no. 95--12 sheet 1B of 21 1CRB2X4 -2 ❑EFL AT 10 PSF ❑E FL AT 10 PSF GE AT L\ 111 .0 PAM " ril Mil OM iiiirir1i i$UiE! "11 MIN mil slim ______...........a. NromMEMIIIIIIIILVIIIN simommummon111110 ME M _■ ,.mnf In__ u I iiU i!!ii II lII111112/I !Cmill Pon" Mary _ - II - RB2X4S -3 A CR92X4S3 ❑EFL. AT 10 PSF r � : a N 2 x 4 STORM BAR - TWO SPANS b. N ■..,...,...... .............. ..■,.■,..■M111111111 MMINNIZEIMMEEVIMMIMM ............... ............. C1111131lf►..►..11168111111 masiamiermansama t9 RBR2X4- n ..1111.` ■- 60 70 8D 90 100 110 120 130 SHUTTER WIDTH - IN - TWO SPANS x 4 STORM RBR2X4 -3 PRODUCE RENEWED as complying H ith the Florida Uuldiog Code Acceptance No OZ-0J1 B• t Expiration Uatrrlvl4 b ' �-- 11' mi ade Product Conttol 1'kixiun Uy .n 2 X 4 STORM 9AR - TWO SPANS 60 70 80 90 1HQ 11H 120 13H SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE BAR - THREE SPANS o 2 X 4 STORM BAR - THREE SPANS .■110111111113'1111111111111111. ,..,1111111111MLIMIN�� . .,'.111111 �111111. \..►1..110..11111101111 ...1■1111.11MEIM.INESINI 11111111111=1111111111111116:511111iS immuNIIIIEZEILIVIMANSTZ I........ 90 100 110 120 130 144 150 163 SHUTTER WIDTH - IN. - THREE SPANS w 0 ID tsi W N ID 90 100 110 120 130 140 150 16E SHUTTER WIDTH - IN . - THREE SPANS ID z � w 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER RB2X45 -2 3 60 70 E0 90 SHUTTER WIDTH - 2 X 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER 90 100 110 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS z H .v ...=t 1 i - 7 2 X 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER ID ❑RB2X432 ID END POST 100 110 120 130 60 70 8 0 90 100 110 120 130 IN - TWO SPANS SHUTTER 'WIDTH - IN. - TWO SPANS It '•�.ii:''. C'•4)i ' z H t9 APPROVED AS Jf1 • LYING WITH THE SOUTH FLORIr BU &DING CODE DAT" :% ' 199L BY PRODU CONTROL DIVISION BUILDIN .CODE COMPLIANCE OFFICE ACCEPTANCE NO.q. 2 X 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER STORM BARS 0 POST 0 TOP SUPPORT END POST -STORM BARS POST TWO SPANS TOP — SUPPOR 90 100 110 120 130 14H 180 168 SHUTTER WIDTH - IN. - THREE SPANS THREE SPANS APR 1 7 1996 ) a) 0 0 r") aP > --� m � c oN C v� < C C O O D tr otn 0 O o t' 0 0 ) drawing no. 95 -12 s heet 19 of 21) STORM BAR LOADING CHARTS ❑E FL AT 10 PSF GE AT L\ MI SIN PAM " ril Mil _id./ iiiirir1i i$UiE! "11 MIN 1111 IN slim ______...........a. NromMEMIIIIIIIILVIIIN simommummon111110 RB2X4S -3 A CR92X4S3 ❑EFL. AT 10 PSF r � : a N 2 x 4 STORM BAR - TWO SPANS b. N ■..,...,...... .............. ..■,.■,..■M111111111 MMINNIZEIMMEEVIMMIMM ............... ............. C1111131lf►..►..11168111111 masiamiermansama t9 RBR2X4- n ..1111.` ■- 60 70 8D 90 100 110 120 130 SHUTTER WIDTH - IN - TWO SPANS x 4 STORM RBR2X4 -3 PRODUCE RENEWED as complying H ith the Florida Uuldiog Code Acceptance No OZ-0J1 B• t Expiration Uatrrlvl4 b ' �-- 11' mi ade Product Conttol 1'kixiun Uy .n 2 X 4 STORM 9AR - TWO SPANS 60 70 80 90 1HQ 11H 120 13H SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE BAR - THREE SPANS o 2 X 4 STORM BAR - THREE SPANS .■110111111113'1111111111111111. ,..,1111111111MLIMIN�� . .,'.111111 �111111. \..►1..110..11111101111 ...1■1111.11MEIM.INESINI 11111111111=1111111111111116:511111iS immuNIIIIEZEILIVIMANSTZ I........ 90 100 110 120 130 144 150 163 SHUTTER WIDTH - IN. - THREE SPANS w 0 ID tsi W N ID 90 100 110 120 130 140 150 16E SHUTTER WIDTH - IN . - THREE SPANS ID z � w 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER RB2X45 -2 3 60 70 E0 90 SHUTTER WIDTH - 2 X 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER 90 100 110 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS z H .v ...=t 1 i - 7 2 X 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER ID ❑RB2X432 ID END POST 100 110 120 130 60 70 8 0 90 100 110 120 130 IN - TWO SPANS SHUTTER 'WIDTH - IN. - TWO SPANS It '•�.ii:''. C'•4)i ' z H t9 APPROVED AS Jf1 • LYING WITH THE SOUTH FLORIr BU &DING CODE DAT" :% ' 199L BY PRODU CONTROL DIVISION BUILDIN .CODE COMPLIANCE OFFICE ACCEPTANCE NO.q. 2 X 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER STORM BARS 0 POST 0 TOP SUPPORT END POST -STORM BARS POST TWO SPANS TOP — SUPPOR 90 100 110 120 130 14H 180 168 SHUTTER WIDTH - IN. - THREE SPANS THREE SPANS APR 1 7 1996 ) a) 0 0 r") aP > --� m � c oN C v� < C C O O D tr otn 0 O o t' 0 0 ) drawing no. 95 -12 s heet 19 of 21) STORM BAR LOADING CHARTS O EFL AT D . EFL AT 10 PSF d / ti / A ■t4 ■ MI in 11/1 ■ ■.n■I! !Ill 111 N ■�. ■ ■IS■■■ . MEMSCIM 111111/1 ' - M / -EN ■ W■■ ■ .• gli a ° EMr.■ ttttt...r ! C B mi n _ _ its um • ma' -0111u 34.R T mimummiNMWM ORB2X6S3 OEFL AT 19 PSF ■ m■■ I n� ■ii . ■i■■■ I! !. ■n MI in MO IN ■ ■.n■I! 111 N ■ ■IS■■■ . MEMSCIM �u.a ....1 ■MO � SW MOMMONOMNIOMI SOMM!_■N ..... w r tN •� i tl IW 1 � m I N o N CL 1 m -4 x 6 STORM BAR - TWO SPANS ■ ■.■. ■ilimm■ ■■ MEME■■■■NNi■ ■■■ MMEMMUMMEMMEMM ■.■■..■■■■_■ M M ■,M ■1 M,■■■■■N ►■■:.I ■ ■O.■■■■ ■\t.■r■■■M■E■■ u ■!' ■k`WL�i;i/i1/■ m MEMEMMEMMONIIMM OMMEMERO■ ■aMM■ IIMMEMMEMMENIMIN ■■■■■■■■M■ INM■■ OIMMUMWMPOMMEMMO ■ ■MM■ ■ ■ ■rMMOINZ ■m■i■ :■m.■ ■r ftrammumarammilm 1. ■ ■rraramms RBR2X6-2 PRODUCT RENEWED as cowpl) ing with the Florida Quiding Cude Acceptance Noe__ $ ,#' E!piratiuo Date ?,A.14.6 0.r7 Qy A tami a e uct Control l)h isinn 2 X 6 STORM BAR - THREE SPANS 1111 ■ ■MI■ ■ ■ ■ ■M '.■■■■,M■■■■■■ ■EMM■■■U.M■■■■■ ...M.■.■..■.■■ .1....1.....11 O■■■RE■■i■Mi■MEM MOMMMEMMMEMMEM i■■MM■NUMM ■■■■■ M ■ ■MEM ■ ■ ■I'EM ■■ MEMMENNEMMEMMII M■ME■■■MEM■■■■ MMERIMMEMEMZEIME ■■U■.■■■■■■■■i milimptimmmaramom MINMWOMMEMMININO MMEMIS`E ■ ■ ■ME: ■ ■Er■.■M■■M= ■r mumnimmummosamma mummer■ ommomm ■r immommm m RBR2X6 -3 90 100 116 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS H to 2 X 6 STORM BAR - TWO SPANS N III 77 I 17 60 70 80 90 100 110 120 130 60 70 80 90 100 LLEI 120 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN - TWO SPANS THE CURVES 2 X 6 STORM ON THESE GRAPHS SHOW STORM BAR LENGT} - jS SEE SKETCH FOR REFERENCE BAR - THREE SPANS OR82X6-3 :EFL. AT 10 PS ■ 8 a ` ■IOMMM. ■ ■ ■M` i H8 - M■O■ ■ ■ ■ ■■ 3 ■6101■ ■ ■ ■MMM=MM ■■EMUM...•M■■ WOM■■U.M■■■■ _M. ■M " ■i`'1111Oii MEME► .■ENSIMM■..■..■ ■OMEMO■■■■■M■■ WEMONMENNOMEMM M■EN U■M.EM■i■■ WWWWIIMEMMEMINME mmacomammommumm mmimammmenommomm MMEMMINSAMINMSIM 1111111111 R32X6S-3 90 100 110 120 130 140 1S0 168 SHUTTER WIDTH - IN. - THREE SPANS w r w N m m N m m m Nm " CC 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER ■ ummu ■ ■■ ■man manimmummum ■ ■ammum ■ ■ ■ ■■ '.■.r'■.■,■..■■ „■■'.■■■„■■. ■onamm.s..,.■ ,■E'■■M'■■■■`. ...........■.. .■MEM'■■■M'■■■ ■►.■■■■Nn ■■N ■ ■_ ■■� ..'�"■N„ ■■ ' �■■\ INN ■■`ENI MMUMMEMIMPAMME 'IMMEMMEMEMEMEN MUSOMMWMEMMEIMM UNIO■■ME■ ■ ■ ■MEM ■aw`sm`-m -fir molumansms mmiummm R82X6S-2 60 70 80 90 100 118 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER 90 100 110 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS 2 X 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER m str m m m m m m 60 70 BE 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS SOUTH ELORI YING WITH THE BUILDING CODE ��;; // 19�P DAT BY PRCDU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - n'•42‘) .6) 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER END POST END POST 90 100 110 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS STORM BARS POST TOP — SUPPORT STORM BARS 0 2 TWO SPANS THREE SPANS APR 1 '7 1996 a U • N z V) Nt or 0 0 W z � to N 1 �� W ' c_ 0 0 N a) 0 0 u (0 w d O 0 Z 7 drawing n 95-12 ih ee t20 of21) ASCE 7 -88: DESIGN LOAD = Pd = MULTIPLIER FACTOR = K = Pd /10 = SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUIIER HEIGHT = Sh = IN. BOX HEICHT = BOXh - IN. STORM BAR HEIGHT = BL = SH -BOXh = TRACK WIDTH = Tw = SLAT STORM BAR HEADER OF THERE IS NO HEADER SKIP STEPS 5 & 6.) STEP IN. P SF POSITIVE LOAD IN. SLAT SPAN = Ls = (Sw - 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDMON TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES I F SS THAN ALLOWABLE FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K • R1 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUIItR WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR Z. AND STRESSES I FSS THAN ALLOWABLE TRY STORM BAR SIZE : FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR SHU11tR WIDTH, SHUTTER HEIGHT, DESIGN LO P ' SPAN CONDITION TO MEET DEFLECTION < L /30 0 AND STRESSES LESS THAN WABLE. TRY HEADER SIZE: FROM DEFLECTION GRAPH FOR 10 READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = D3 = Dh /4 TOTAL DEFLECTION = D = D1 +D2 +D3 IN. Ls /30 ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET NOTES: 1. IF FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSMVE LOAD D > Ls /30 OR Z. REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSTTTVE AND NEGATIVE LOADS. 3. USE ADDITIONAL CALCULATION SHEETS FOR DIF>•tRENT SHUIItRS ON THE SAME JOB. ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUT ILR HEIGHT = Sh = IN. UCX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH -BOXh = IN. TRACK WIDTH = Tw = IN. SLAM STORM BAR HEADER STEP 2 3 4 5 SLAT SPAN = Ls = (Sw - 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDI110N TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLOWABLE FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K • R1 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHU11tR HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 ErI -ECT ON SLATS = D2 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUT ItR WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2". AND STRESSES IFSS THAN ALLOWABLE. TRY HEADER SIZE: FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = D3 = Dh /4 7 TOTAL DEFLECTION = D = D1 +D2 +D3 IN. Ls /30 PRODUCT R 1,0 7. '...;r''. F I> I ; I 1 r, APPROVED AS SOUTH - FlOP DAT -. BY NEGATIVE LOAD LYING WITH THE DING CODE _�//� 193se PROsNTROL DIVISION BUILDING CODE COMPLLSNCE OfTICE ACCEPTANCE NOR, ) -Q1 E4G1NEER: HUWYOUN FAROOQ P£ 1 16567 APR 1 '71.96 U Cti zP o U & 0 0 0 Oa O -* U z a ; 1 ro LLI o w 2 1n z O 0 J 0 z O 1-- 0 w J LL w 0 0 . u U z 0 0 co c0 0 na y 0 0 0 ,c a C drawing no. 95 -12 sheet 21 of 21 CLOSETS BATH TUBS SHOWERS LAVA' TORIES SINKS SLOP SIrv4 LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'N3 TOTAL. FIXTURES 1 0 . 0 0 et, 3 WEST Sketch position of building and lot lines in square (which represents an entire city block), showing on which stregt the building and lot faces; also show exact locations of "Y" in street and position of lateral or septic tank. Shop sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all underground pipes for future references. NORTH A SOUTH EAST 1 Remarks: NORTH SOUTH 7‘ g. 9.7 DIVISION OF PLUMBING INSPECTION DE) ARTMENT OF' PUBLIC SERVICE MIAMI, FLORIDA i I herewith submit the following plan of plum ing for approval: Employing Plumber , „ , �, �. tit�1'� ti l/ • Work executed by A -244 SM E -3S New JA- Old ❑ Story Fora Dwelling ;Er" Store ❑ Garage ❑ Owner or Agent 00,-1.4. a... e Builder or Contrac o is \ / I Lot No./ ? (If , 2.0Block No. y Subdivisio i Address Sewer Connections ROUGH -IN INSPECTION Ground Roug -In Rain Leader AM P M Approved by(-f)' Condemned by Plan No. la" * Sewer Permit No, Date �T' REMARKS At center of St. ❑ 37 At curb ❑ Address Address Date SEWER INSPECTION A M P M. Approved by Condemned by REMARKS Addition ❑ Apartment ❑ Hotel ❑ Office Bldg. ❑ 2// S'. Z h Remodeled ❑ /id at ea_ , ��' , At property line ❑ Existing in alley ❑ Existing bldg. sewer ❑ To septic tank ❑ Existing bldg. drain ❑ To dry well Q A charge of $1.00 will be made for correcting any inaccuracies in the foregoing information. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. Date FINAL • INSPECTION A M P.M. Approved by Condemned by REMARKS THIS SPACE FOR ELEVATION SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack to correspond with the opening shown in floor plan or ground plan on opposite page. A PERSPECTIVE SKETCH WILL. BE SUFFICIENT PROVIDED THE WORK CAN BE CLEARLY SHOWN • THIS SPACE FOR PLAN SKETCH Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the stock con- nections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of build- ing showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in ref- erence to same.