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1170 NE 102 St (15)Ii s 8 Z 1 , :44) Q<- •• - 17' 67. ' 1 1 — , clog . c. S ,17S ISiTaz ot kL oLx sr)(S 10-1 ...SNQ37 otra S2) 1 •`=Vol •- rift CA 10 -= o ). o %. is a u ; te \ 4 ii g i I I Sa 7.1 g 1%t ,1tioe /72 i J 1, % Q1 - * ti Vt X I Wt" alcr(rIVY., ;17s DESCRIPTION PART # SLAT RON -3 11116 TRACK RON -72 • 1071 TRACK RON -73 11070 1x2x1/8' TUBE 11019 2x2x1 /8" TUBE 1102.2 2x3x1/8' TUBE 11024 2x4x1/8' TUBE 11023 2x6x1/8" TUBE 11026 1x1x1/16" ANGLE 11031 1x2x1/8" ANGLE 11029 2x2x1/8" ANGLE 11051 2x3x1/8' ANGLE 15012 2x4x1/8" ANGLE 15013 2x5x1/8' ANGLE 15014 1x1 -3 /4X1 /8" CHANNEL 11058 RON -24 STORM BAR 11047 RON -57 STORM BAR 11043 RON -56 STORM BAR 11044 RON -23 ALUM INSERT 11046 INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS 2 SINGLE SPAN DETAILS 3 ANCHOR GRAPHS 4 MULTIPLE SPAN INSTALLATION DETAIL 5 HEADER /MUWON CONNECTION DETAILS 6 STORM BAR ANCHOR DETAILS 7 MUWON Sc BOX ANCHOR DETAILS 8 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 SHUTTER HT. HOOD HT. 64" 8' 100' 9 115' 10" 135 11' 150' 12' 181' 13' 216' 14 2.000 .090 -a- RON -3 SLAT �+-- 2.000 f 7 TYP. ' Fr .100 r�sr— i RON -73 TRACK 5 1 1.' .125 k+-- 1.750 --+� FLOOR SHOE RON -23 INSERT y .875 ' - .078 f- TYP .250 R411-56 STORM BAR RON -57 STORM BAR .063 1.100 -A-I 1.000 ..-- 1 x 1 x 1/16' ALUMINUM ANGLE 1 -5/8' X 5 -5/8' 1 -5/8' X 3 -5/8' STIFFENER 12 GA. GALV. STEEL CHANNEL INSERT 2.(00 + -.125 5.000 1'X 2 X 1/8' 2X2X1 /5 2 X 3 X 1/8' 2X 5X1 / 8' ALUMINUM ANGLE$ 6.000 ALUMINUM TUBES 2.0 2.750 17 -+- .899 -4.- 875 x-.062 I TYP $ON -24 STORM BAR .062 TYP F .250 1 m r U) a , m ro o'" 4 0 0 Z L7 LO CP 0 30 ORMA M1111111111111NNII■I■MR AIM WIIIIIIISMNIMMIWANINNI1111111 S L AT 1111 MM IIM MIii limmummissimimm EN P E RF CHART Eff. I • 8.0311 IN'4 /F7 Mnax • 2853 IN. -LB /FT RON -3SLT S NC E 60 70 80 90 100 110 120 130 140 150 160 SHUTTER WIDTH - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. RON -3 SLAT FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. TYPICAL ELEVATION 1 FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, T1LES, ETC.) SL N A m l9 • . 30 40 T E DEFL Tt P Lf) C TI 0 0 PSF LOAD I Err. I • 0.0311 IN'4 /FT EXTRUOEO ALUMINUM SLAT RON3SLID G SPAN 5 AT 1 PAINS .1. .... 111111. 1.11 1111,. 1.1 . ............ 1111.. 11.11 11.11. ,,.............. 1.1. 1 . rr 50 • 0 70 80 90 100 110 120 130 140 150 160 SHUTTER WIDTH - INCHES GENERA NIT'S 1. THI STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDI110N FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITER{A FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL LATEST EDmON. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH 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 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 -T4 OR 7075 -T6, OR PLATED STEEL 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE 8. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L/30 OR Y. FOR MULLIONS MAX DEFLECTION 5 L/180. 10. ANCHORING OR LOADING CONDI110NS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WM-I THE FOLLOWING STATEMENT: 11116 EXTRUDED ALUMINUM ROWNG SHUTTER 'DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN,INC. ENGINEER: HUMAYOUN FAROOQ I PE # 16557 APR1 71993 AHROVED AS 1' LYING W :TH TH ;.SUTH FLORI'P: DING CODE DAT /J • 19q BY moo* ONTROL DIVISION CUILCING CODE COMPLIANCE OFFIC CC :?TAKCE N0g5-03Q3. ci N ce O 0) z ( 1) c O 5� s i c 0 ». a 'C O m v D r0 n a s a .E. k t ° o 4 11--11 T f 1 �A m draw ng no. 95 -12 (sheet 1 of 21 MINIMUM SEPARATION READ. FROM GLASS FOR INSTALLATIONS ABOVE 30 FT. OF GRADE DUE TO WIND LEAD FOR INSTALLATIONS UPTO LA30 RGE FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER WIDTH UPTO SEPARATION a OVERALL DEFLECTION + 1' 56' 3- 11/32' 69' 4' 90' 4-1/4' FOR OVERA . DEFLECTION CALCULATION REFER TO SHEET 21 OF 21. NOTE: NO PART OF SHUTTER SHALL BE UNDER 30' ABOVE GRADE TO WAIVE LARGE WSSll.E IMPACT REQUIREMENT. 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 a 18' o.C. � ALTERNATE SILL NO BOTTOM TRACK SEE SCHEDULE RON -72 BOTTOM TRACK OPTIONAL 1xlx1 /16" ANGLE RON -72 TRACK CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL --4 [+--16' O.C. TYP. ELEVATION SINGLE SPAN TRACK ON WALL 1/4x1 -1/2' PIN GRIPS 0 16' 0.C. 1x2x1/8' TUBE 1 0 TOP 11' LONG I SEE ELEVATION SEE SCH. FOR Ed - MIN. REQD. I 1/2; SEPARATION N (TYP) i +•! // II I I II I - I 1 II RON -72 TRACK I 1I CONTINU I RON -3 SLATS 11 I (2) #14x3/4' SMS I 11 I II 1/8" STAINLESS Si tZL BRACKET W/ ADJ. PLATE I 11 1 1 1 -1/4' #8x1" TEKS & WASHER O 18" 0.C. MIN. SLAT ENGAGEMENT INSIDE TRACKS = 1 -1/2' TYP. 2x2x1/4" CUP ANGLE 2' LONG 1xlxl /16" ANGLE RON -73 TRACK lx1xl /16' ANGLE #14x3/4" SMS 0 12' 0.C. 2x2x1/4' CUP ANGLE 2" LONG ANGLE 2x4x1/8" CLOSURE ANGLE 1/4x1 -1/2' NAIL PINS O 8" O.C. 2x5x1/8' BOTTOM ANGLE 2 x 2 x 1/4' #14x3,4" SMS 0 12' O.C. CUP ANGLE W/ 2x5x1/8" ANGLE I 0 12 0.C. UPTO 100 PSF r === #14x3/4' SUS 1' 2x3x1/8' ii =====- -� 0 6' O.C. UPTO 220 PSF 2x4x1/8" I 1 � I - I CONTINUOUS L_- 1 _ I II 1 I 1 1 I _ I RON -73 TRACK I I 2x2x1/8" TUBE 0 TOP 11' LANG I I I I (2) #14x3/4' SMS I I REEL 1 I�- BRACKET -.t� li _a Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD - 54 FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. SINGLE SPAN WITH BUILT OUT r (2) 1/4" DIA TAPCONS 1 -1/4' EMBED / #8x1/2" SIAS 0 12" O.C. 2x5x1/8" ANGLE 0 IMPACT SIDE #8x1" TEKS & WASHER O 18" O.C. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL. INSIDE OF OPENING OR OUTSIDE. • 2x2x1/8" TUBE 2x3x1/8" 2x4x1/8" 2x6x1/8" r t•� BRACKET 2x2x1/4" CUP ANGLE 2' LDNG 2 PER CENTER TUBE MUWON 1 PER JAMB MUWON 1xlxl /16" ANGLE RON -73 TRACK CONT. TUBE MUWON SEE GRAPH 1 -1/2' MIN. TYP. (2) #14x3/4" SMS ENGINEER: HUMAYOUN FAR000 PE IF 16557 (3) 1/4x2-3/8' TAPCONS INTO CONC. (4) # 14x1 -1/2" SMS INTO WOOD FLOOR SHOE SINGLE SPAN SPLIT SHUTTER W/ MULLION MUWON SEE GRAPH REEL IY , R0R CT CONTROL DIVISION IL !NG CODE COMPLIANCE APR 1 7 19% CCEP AT NCE NO95 3.61 0 0 z 0 r z t W 8 0 Oa U W N Z e7 "'O8 Ca m Lai 6 1i N z � i 0 0424 wv 1 C 1". ci c 0 0) a) O O 1' r e ) > — mi l ctir- ccnol\ v< c o O o if) 0 I o Q' 0 COMPEYING V! "TH TIE k rowing no. 5 -12 cc Tri z c c 0 a U W v m 0 0 ,c 6 s Ir 4 m iP'.'.OVED IOUTH FL IDA BUILDING CODE y sheet 2 of 21 , FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY TIPLYING WITH THE FACTOR BELOW GE DIST. 12d= 10d= 2 -1/2" 8d =2" 6d= 1 -1/2' 5d =1 -1/4 FAG dR I.0 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING = 12' 0.C. (FROM CHART) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. ID 3" f • ID - ` m - b " ^Nr 4 0R SpA.: Nr' :-:\ \ ---.......,„, . ?. Fri , .... ,... ,... 1r . .... .... .... "II i 10 15 20 25 30 a da o ANCHOR CHART 2 '' V ra.ortsHOz - 0 -. 3" ID= c/ = - 1 - \ANCNOR SPr,CIN: 12" ,� . 10 1S 20 2q WI 10 .40S .40S o ANCHOR CHART 3 r3 W •� DR6N • •' N r H m I u r CIN S , � ID . .y ' 1111 IBM 1111111111■1111 111 ,.. 1111111111M11 ■■11111111111111 ..,. Il 10 1 5 20 25 30 35 40 11111111 1111111111111 MERINTINI i gie a! ma Is , . ow- IN at i VIII Mal NM Ell 1111 1 Nom im ill mousse - EMI 1111■111M OM NM MN - ■■■■ "., ` - ANCHOR CHART 5 was 10 15 20 ' 2 ' ' 3 ' m ID TRIBUTARY WIDTH - INCHES ID — 4 N IS) 0 • -, ID r r•, VIII ITV. 11,111 10 15 • 20 2S ANCHOR CHART RLDRSNr>3 O 35 40 TRIBUTARY WIDTH - NCHES Zq� • II • 111 1111111 Li. Is cn a 0 0 J Z m 0 H J) W 0 0 ID 0• L a a J z W • 0 m ID r m (n m Ln TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES cf) cn a a 0 J Z U H N W 0 0• m r m Ln (o ^ a C�) 29. TRIBUTARY WIDTH — TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHOR ANCHOR AO = 1/4' TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR ®= $14 S.M.S. W/ RAWL SCRU –LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR © – 1/4 x 1 -1/4 METAL HIT ANCHORS (W/ ZAMAC BODY) 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR OD = 1/4' RAWL CALK –IN, STAR TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1-1/2' MIN. EMBEDMENT (S.C.= 0.47) ANCHOR ®= 1/4" X 1 -1/2' PIN GRIP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK. SW 2 X ( # OF SPANS) TYPICAL EDGE DISTANCE IN WOOD = 1-1/4' NO REDUCTION FACTOR IS REQUIRED IETIG1NEER HUMAYOUN FAROOQ PE + 16557 APR1 7199 APPROVED AS COMPLYING WITH THE SOUTH FLORID. B LDING CODE DAT - 194(.0 BY 4 P PRODU �`` TROL DIV!S ON BUILDING CODE COMPLIANCE OFF:CE ACCEPTANCE NO95'0 C c 0 a) 0 z rn 0 0 r7 rn > — rn 0 0 c ai r C 0 ) 0 r C v <c 0 u 0 0 ) o ) 0in v • r 0 0 0 0 •0 0 0 W x a. cc U cc 0 O x a o a) 1 g 1 drawing no. 95 -12 (sheet 3 of 21 L - A ANCHOR CHART 1 S) y o ANCHOR CHART 2 '' V ra.ortsHOz - 0 -. 3" ID= c/ = - 1 - \ANCNOR SPr,CIN: 12" ,� . 10 1S 20 2q WI 10 .40S .40S o ANCHOR CHART 3 r3 W •� DR6N • •' N r H m I u r CIN S , � ID . .y ' 1111 IBM 1111111111■1111 111 ,.. 1111111111M11 ■■11111111111111 ..,. Il 10 1 5 20 25 30 35 40 11111111 1111111111111 MERINTINI i gie a! ma Is , . ow- IN at i VIII Mal NM Ell 1111 1 Nom im ill mousse - EMI 1111■111M OM NM MN - ■■■■ "., ` - ANCHOR CHART 5 was 10 15 20 ' 2 ' ' 3 ' m ID TRIBUTARY WIDTH - INCHES ID — 4 N IS) 0 • -, ID r r•, VIII ITV. 11,111 10 15 • 20 2S ANCHOR CHART RLDRSNr>3 O 35 40 TRIBUTARY WIDTH - NCHES Zq� • II • 111 1111111 Li. Is cn a 0 0 J Z m 0 H J) W 0 0 ID 0• L a a J z W • 0 m ID r m (n m Ln TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES cf) cn a a 0 J Z U H N W 0 0• m r m Ln (o ^ a C�) 29. TRIBUTARY WIDTH — TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHOR ANCHOR AO = 1/4' TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR ®= $14 S.M.S. W/ RAWL SCRU –LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR © – 1/4 x 1 -1/4 METAL HIT ANCHORS (W/ ZAMAC BODY) 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR OD = 1/4' RAWL CALK –IN, STAR TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1-1/2' MIN. EMBEDMENT (S.C.= 0.47) ANCHOR ®= 1/4" X 1 -1/2' PIN GRIP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK. SW 2 X ( # OF SPANS) TYPICAL EDGE DISTANCE IN WOOD = 1-1/4' NO REDUCTION FACTOR IS REQUIRED IETIG1NEER HUMAYOUN FAROOQ PE + 16557 APR1 7199 APPROVED AS COMPLYING WITH THE SOUTH FLORID. B LDING CODE DAT - 194(.0 BY 4 P PRODU �`` TROL DIV!S ON BUILDING CODE COMPLIANCE OFF:CE ACCEPTANCE NO95'0 C c 0 a) 0 z rn 0 0 r7 rn > — rn 0 0 c ai r C 0 ) 0 r C v <c 0 u 0 0 ) o ) 0in v • r 0 0 0 0 •0 0 0 W x a. cc U cc 0 O x a o a) 1 g 1 drawing no. 95 -12 (sheet 3 of 21 o ANCHOR CHART 3 r3 W •� DR6N • •' N r H m I u r CIN S , � ID . .y ' 1111 IBM 1111111111■1111 111 ,.. 1111111111M11 ■■11111111111111 ..,. Il 10 1 5 20 25 30 35 40 11111111 1111111111111 MERINTINI i gie a! ma Is , . ow- IN at i VIII Mal NM Ell 1111 1 Nom im ill mousse - EMI 1111■111M OM NM MN - ■■■■ "., ` - ANCHOR CHART 5 was 10 15 20 ' 2 ' ' 3 ' m ID TRIBUTARY WIDTH - INCHES ID — 4 N IS) 0 • -, ID r r•, VIII ITV. 11,111 10 15 • 20 2S ANCHOR CHART RLDRSNr>3 O 35 40 TRIBUTARY WIDTH - NCHES Zq� • II • 111 1111111 Li. Is cn a 0 0 J Z m 0 H J) W 0 0 ID 0• L a a J z W • 0 m ID r m (n m Ln TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES cf) cn a a 0 J Z U H N W 0 0• m r m Ln (o ^ a C�) 29. TRIBUTARY WIDTH — TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHOR ANCHOR AO = 1/4' TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR ®= $14 S.M.S. W/ RAWL SCRU –LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR © – 1/4 x 1 -1/4 METAL HIT ANCHORS (W/ ZAMAC BODY) 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR OD = 1/4' RAWL CALK –IN, STAR TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1-1/2' MIN. EMBEDMENT (S.C.= 0.47) ANCHOR ®= 1/4" X 1 -1/2' PIN GRIP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK. SW 2 X ( # OF SPANS) TYPICAL EDGE DISTANCE IN WOOD = 1-1/4' NO REDUCTION FACTOR IS REQUIRED IETIG1NEER HUMAYOUN FAROOQ PE + 16557 APR1 7199 APPROVED AS COMPLYING WITH THE SOUTH FLORID. B LDING CODE DAT - 194(.0 BY 4 P PRODU �`` TROL DIV!S ON BUILDING CODE COMPLIANCE OFF:CE ACCEPTANCE NO95'0 C c 0 a) 0 z rn 0 0 r7 rn > — rn 0 0 c ai r C 0 ) 0 r C v <c 0 u 0 0 ) o ) 0in v • r 0 0 0 0 •0 0 0 W x a. cc U cc 0 O x a o a) 1 g 1 drawing no. 95 -12 (sheet 3 of 21 11111111 1111111111111 MERINTINI i gie a! ma Is , . ow- IN at i VIII Mal NM Ell 1111 1 Nom im ill mousse - EMI 1111■111M OM NM MN - ■■■■ "., ` - ANCHOR CHART 5 was 10 15 20 ' 2 ' ' 3 ' m ID TRIBUTARY WIDTH - INCHES ID — 4 N IS) 0 • -, ID r r•, VIII ITV. 11,111 10 15 • 20 2S ANCHOR CHART RLDRSNr>3 O 35 40 TRIBUTARY WIDTH - NCHES Zq� • II • 111 1111111 Li. Is cn a 0 0 J Z m 0 H J) W 0 0 ID 0• L a a J z W • 0 m ID r m (n m Ln TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES cf) cn a a 0 J Z U H N W 0 0• m r m Ln (o ^ a C�) 29. TRIBUTARY WIDTH — TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHOR ANCHOR AO = 1/4' TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR ®= $14 S.M.S. W/ RAWL SCRU –LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR © – 1/4 x 1 -1/4 METAL HIT ANCHORS (W/ ZAMAC BODY) 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR OD = 1/4' RAWL CALK –IN, STAR TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1-1/2' MIN. EMBEDMENT (S.C.= 0.47) ANCHOR ®= 1/4" X 1 -1/2' PIN GRIP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK. SW 2 X ( # OF SPANS) TYPICAL EDGE DISTANCE IN WOOD = 1-1/4' NO REDUCTION FACTOR IS REQUIRED IETIG1NEER HUMAYOUN FAROOQ PE + 16557 APR1 7199 APPROVED AS COMPLYING WITH THE SOUTH FLORID. B LDING CODE DAT - 194(.0 BY 4 P PRODU �`` TROL DIV!S ON BUILDING CODE COMPLIANCE OFF:CE ACCEPTANCE NO95'0 C c 0 a) 0 z rn 0 0 r7 rn > — rn 0 0 c ai r C 0 ) 0 r C v <c 0 u 0 0 ) o ) 0in v • r 0 0 0 0 •0 0 0 W x a. cc U cc 0 O x a o a) 1 g 1 drawing no. 95 -12 (sheet 3 of 21 m ID TRIBUTARY WIDTH - INCHES ID — 4 N IS) 0 • -, ID r r•, VIII ITV. 11,111 10 15 • 20 2S ANCHOR CHART RLDRSNr>3 O 35 40 TRIBUTARY WIDTH - NCHES Zq� • II • 111 1111111 Li. Is cn a 0 0 J Z m 0 H J) W 0 0 ID 0• L a a J z W • 0 m ID r m (n m Ln TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES cf) cn a a 0 J Z U H N W 0 0• m r m Ln (o ^ a C�) 29. TRIBUTARY WIDTH — TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHOR ANCHOR AO = 1/4' TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR ®= $14 S.M.S. W/ RAWL SCRU –LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR © – 1/4 x 1 -1/4 METAL HIT ANCHORS (W/ ZAMAC BODY) 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR OD = 1/4' RAWL CALK –IN, STAR TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1-1/2' MIN. EMBEDMENT (S.C.= 0.47) ANCHOR ®= 1/4" X 1 -1/2' PIN GRIP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK. SW 2 X ( # OF SPANS) TYPICAL EDGE DISTANCE IN WOOD = 1-1/4' NO REDUCTION FACTOR IS REQUIRED IETIG1NEER HUMAYOUN FAROOQ PE + 16557 APR1 7199 APPROVED AS COMPLYING WITH THE SOUTH FLORID. B LDING CODE DAT - 194(.0 BY 4 P PRODU �`` TROL DIV!S ON BUILDING CODE COMPLIANCE OFF:CE ACCEPTANCE NO95'0 C c 0 a) 0 z rn 0 0 r7 rn > — rn 0 0 c ai r C 0 ) 0 r C v <c 0 u 0 0 ) o ) 0in v • r 0 0 0 0 •0 0 0 W x a. cc U cc 0 O x a o a) 1 g 1 drawing no. 95 -12 (sheet 3 of 21 STORM BAR CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REQD. EACH SIDE STORM BARS FASTENERS CONC. WOOD RON 24 RON 24&23 RON 56 RON 57 A. D 2 — E — 4 2X2X1/8' 2X3X 1/8" A0 2 - E — 4 2 X 4 X 1/8" A 2 — E — 4 5 2 X 4 X 1 /8' W/ STIFFENER A. D 3 — E — 5 2 X 6 X 1/8' A,0 3 — E — 6 2 X 6 X 1/8" W/ STIFFENER A.D 4 — E — 8 ADDfIIONAL CAPACITY OF DIRECT FASTENER STRUCTURE FASTENER EMBED P1 CONC. 3 /8 "0KWIK BOLT 2 -1/2" 1720 1 /2'0KWIK BOLT 3 -1/2' 2839 5`8 "0KWIK 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 WOOD f 14 SMS/LAG SCREW 1 -1/2' 310 LOAD CAPACITY (Lb3) 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 r • #8x1' TEKS & WASHER 1 HOOD HEIGHT VARIES 8' TO 14' 2x4x1/8" CUP ANGLE 2x6x1/8" TUBE HEADER 2x3x1/8" 2x4x1/8' (2) #14 SMS 2x2x1/8" ANGLE 2" LONG RON -73 TRACK 2x4x1/8" MUWON (1023) ANCHORS SEE SHEET 2 2x 2x1/8" TUBE 1x1x1 /a' ANGLE r LA # 14 X 3/4" S.M.S. O 12' 0.C. UPTO 100 PSF O 6' 0.C. UPTO 220 PSF RON -3 SLATS 0 18' 0.C. MULTIPLE SPAN SECTION FOR MUWON ANCHOR SEE DETAIL ANCHORS 2x5x1/8" ANGLE RON -3 SLAT NOTCH ANGLE 1 -1/2' POST CONTINUE MUWON AS REQUIRED. MULTIPLE SPAN PLAN HEADER NOT SHOWN 2 X 2 X 1/8' CONTINUOUS ANGLE 1/4'x2 -3/8' TAPCON 0 8' O.C. CUP ANGLE 0 MUWON W/ #14x3/4 SMS 2x3x1/8" ANGLE 2x2x1/8 1x2x1/8' SEE SCHEDULE 2x2x1/8" CUP ANGLE SHUTTER HEIGHT MUWON HEIGHT CONNECT HEADER TO TUBE W/ 1/2' ALUM THRU BOLT STORM BAR I 1 MUWON NO. OF FASTENERS IN W000 ON EACH SIDE LOAD ON STORM BAR ANCHOR MAY BE CALCULATED AS. # REQD. — .. 273 X 2 1/4' 0 FASTENERS 1 X 2 X 1/8' ALUM TUBE HEADER TJBE TRACK HEADER/STRUCTURE CONNECTION WITH TUBE EXTENSION TOP MUWON CONNECTION TO WALL SEE DETAIL 2 X 5 X 1/8' ANGLE (2) g 14 X 3/4' S.M.S. a REACTION = R = 4 x Sh X Slav x Pd 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 TWO TYPES - 1 LU 2 ALUM TUBE BE TRACK 1/4" TAPCONS 1 -1/4' EMBED 0 8' 0.C. DIRECT HEADER CONNECTION TO STRUCTURE OR (2) , 14 S.M.S. TO BUILT —OUT ANGLE FLOOR SHOE BOTTOM MUWON CONNECTION TO BUILT —OUT APPROVED AS COMP I WITH THE SOUTH FLORIDA B LDING CODE DAT a , :a - 1996 BY // // PRODUC fl L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 /. n3 • DI (R)REACTION 2X2X1/4" ' ALUM ANGLE 4' LONG INTO CONC. 12' LONG INTO BLOCK 8" LONG INTO WOOD USE LARGER ANGLE LENGTH I F TO MAINTAIN MIN 5d SPACING 2) 1/4" TAPCONS ENGINEER HUMAYOUN FAR000 PE # 16557 Sw APR 1 7 1996 4 X 1 # 14 S.M.S. 2/ ANGLE BUILT —OUT ANGLES 2 X 4 X 1/8' 9 -1/2' LONG (2) # 14 S.M.S. BE SEE SCHEDULE 2 X 4 X 1/8' ALUM ANGLES 9 -1/2' LONG STORM BAR BOTTOM CONNECTION VIEW 'A—A" c ) (. 0 0 c , � o 0 0 0 o o 1 n 6 1 4 1 k 1 ( ) drawing no. 95--12 sheet 4 of 21 h REACTION (Re) REACTION (Rc) END MUWON �- HEADER CENTER MUWON DESIGN LOAD = Pd = PSF Sh Sw1 Sw2 HEADER CONNECTION TO CENTER MULLION Sh (Sw1 + Sw2) Pd 4 4 HEADER CONNECTION TO END MUWON Sw2 Re = Sh (Sw1 OR Sw2) Pd 4 Re = 4 FOR Re /Rc< 3000 I USE CONNECTION DETAIL Q Re /Rc< 3721 Ibs USE CONNECTION DETAIL B© Re /Rc< 4442 Ibs USE CONNECTION DETAIL ALL DIMENSIONS SHOWN Sh, Sw, Sw1 ETC. ARE IN FEET. HEADER TUBE AS REQD. MIN 1/8" THICK 1/2" 0 ALUM BOLT /NUT& LOCK WASHER HEADER TUBE AS REQD. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER ALT. OA MUWON TUBE AS REQD. MIN 1/8" THICK MUWON TUBE AS REQD. MIN 1/8" THICK (2) f 14 X 3/4 S.M.S. 0 EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) r LONG HEADER TUBE AS REQD. MIN 1/8" THICK (2) # 14 X 3/4' S.M.S. 0 EACH LEG 2X2X 1/4" ALUM ANGLE (6063 —T6) 2" LONG ACCESS HOLE HEADER TUBE AS REQD. MIN 1/8" THICK T. HEADER / MULUON CONNECTION DETAILS (2) # 14 X 3/4" S.M.S. MUWON TUBE 0 EACH LEG AS REQD. MIN 1/8" THICK 2 X 2 X 1/4_ ALUM ANGLE (6063 —T6) .1 1/2" 0 ALUM BOLT 2" LONG W/ NUT & LOCK WASHER MUWON TUBE AS REQD. MIN 1/8" THICK 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) 2" LONG 1/2" 0 ALUM BOLT /NUT& LOCK WASHER ACCESS HOLE HEADER TUBE AS RE D. MIN 1/8" THICK APPROVED AS 0 •LYING WITH THE SOUTH FLORID . BUI DING CODE DAT •. • 19 BY Air PRODUC ' iirOL DIVISION BUILDING CI: � OFFICE 1CCEPTANCE N095"0303• 01 (2) # 14 X 3/4" S.M.S. 0 EACH LEG HEADER TUBE AS REQD. MIN 1/8" THICK - T - -4— ALT. ENCINEER HUMAYOUN FAROOQ PE # 16557 APR 1 71996 MUWON TUBE AS REQD. MIN 1/8" THICK / NUT & M BOLT 1/2" h LOCK WASHER MUWON TUBE AS REQD. MIN 1/8" THICK 1/2" UT ALUM BOLT W/ LOCK WASHER ACCESS HOLE C7 z 0 Go U w N z W r o 0 ao 0) W ..._ N W '3 1 c�Mi0 a W . - __ rn O O M -r; rn op c �� c v D Q c� o v in 0 o Inv M cc in r vi c 0 . . c 0 a ._ 0 N v 0 0 v 0 s c draw ng no. 95 -12 (sheet 5of21 STORM BAR WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) I ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL ALUM ANGLE 2 X 2 X 1/4' ALUM ANGLE 2 X 2 X 1/8' 2 1 D CONC. 876 347 E WOOD 380 347 F BLOCK 271 271 3 2 D CONC. 1227 520 E WOOD 760 520 F BLOCK 380 380 4 2 D CONC. 1753 693 E WOOD 760 693 F BLOCK 543 543 5 3 0 CONC. 1972 866 E WOOD 1140 866 F BLOCK 610 610 CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE STORM BAR SIZE 11< 14 S.M.S. RON -24 RON- 24&23 RON -57 RON -56 2 2 X 2 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8' 2 X 6 X 1/8' 3 W/ STIFFENER ALL DIMENSIONS SHOWN Sh. Sw. Sb ETC. ARE IN FEET. HEADER STORM BAR 14 S.M.S. BUILT —OUT ANGLES 2 X 4 X 1/8' 9 -1/2" LONG LOAD ON STORM BAR ANCHOR = P — Sw • Sb X Pd X FACTOR 2 • ( # 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 Sb = STORM BAR HEIGHT TRACK 2 X 2 X 1/4" CUP ANG 0 EgCH SIDE W/ 14 S.M.S. • OUTSIDE STORM BAR BUILT —OUT ANCHOR DETAIL CONT. ALUM ANGLE • WALL ALT. HEADER TUBE BETWEEN MUWONS SEE DETAIL SEE SCHEDULE STORM BAR TRACK 1 X 1 X 1/8" ALUM ANGGL CONTINUOU 3/16' POP RIVETS 2 X 5 X 1/8'J CONT. ALUM ANGLE 6063 —T6 + I c SEE SCHEDULE 14 X 3/4" S.M.S. CHANNEL OR 122x1/8" ANGLE (2) W/ LOCCI< NUT (2) # 14 X 3/4" S.M.S. EACH SIDE INSIDE STORM BAR TO WALL ANCHOR DETAIL SEE MUWON ANCHOR DETAIL CHANNEL OR % ,-SEE SCHEDULE 1x2x1/8 ANGLE ` � C HEADER TRACK + 2 X 2 X 1/8' CUP ANGLE TO CEIUNG EACH SIDE MUWON (CONTINUOUS) r (2) W/ 1/4' OR BOLT N � ` (2) # 14 X 3/4" S.M.S. EACH SIDE SEE MUWON ANCHOR DETAIL INSIDE /OUTSIDE STORM BAR MULLION TO FLOOR ANCHOR DETAIL 2 X 2 X 1/8"X2' ALUM CUP ANGLE W/ (4) • 14 S.M.S. TOP & BOTTOM ENGINEER: HUMAYOUN FAROOQ PE f 16557 APR 1 71996 APPROVED AS . PLYING WITH THE SOUTH FLO LDING CODE DAT __ 1990 BY PROD ► T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOQ 1 c 0 . O 1 1 v 1 v 0) 0 O T'7 r M a) > U) Ea Ls- J r N . i 0Q C o O v Tn o ut o c 0 a 'C 0 N 0 0 0 0 v 0 c ( drawing no. 95 -12 (sheet 6 of 21 MUWON CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REQD. EACH SIDE MUWON SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD CONC. WOOD 2 X 2 X 1/8" 2X3X 1/8" A 1 – I – B 3 – 2 – C 2 – I – E – 2 – 2 2X4X1/8" A 2 – 2 – B 6 – 4 – C 3 – 2 – E – 4 – 3 2 X 4 X 1/8" W/ STIFFENER 1/2" 0 KWIK BOLT 1 – 1 – 2 X 6 X 1/8" 1/2" 4 KWIK BOLT 2 – 1 W/ sl m:N CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE MUWON SIZE # 14 S.M.S 2X2X 1/8" 2 2 X 3 X 1/8" 6.25 2 X 4 X 1 /8" 3 2 X 4 X 1/8" 2629 W/ STIFFENER 4 2X6X 1 /1r 5 2 X 6 X 1/8" 814 W/ STIFFENER 6 MUWON WALL ANCHOR CAPACITY (Lbs) ANGIF lGTH IN. 2 X 1/4" f ANCHORS/ SIDE ANCHOR TYPE EASE MATERIAL CAPACITY OF CONNECTION 6.25 3 D CONC. 2629 E WOOD 1140 F BLOCK 814 8.75 4 D CONC. 3505 E WOOD 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 TOTAL LOAD ON MULLION Sh X Sw 4 P _ Sh X Sw Pd = 2 P MULLION TUBE AS RED. MIN 1/8" THICK Pd = LOAD AT ANCHOR AT TOP = Pt = AT BOTTOM = Pb WALL CONNECTION P s Sb Sh Lbs (END MULLION) Lbs (CENTER MULLION) v 0 . Lbs = P – Pt = Lbs SAME AS ABOVE ANCHOR DESCRIPTION ANCHOR ®= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1-1/4" EMBEDMENT TO BLOCK ANCHOR ®° #14 S.M.S. W/ RAWL SCRU –LEAD INTO CONCRETE 1 -1/2" EMBEDMENT ANCHOR © 1/4" x 1-1/4" HILTI METAL HIT ANCHORS 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ®= 1/4" RAWL CALK –IN, TOTAL ANCHOR BODY INTO CONC. ANCHOR ©° #14 S.M.S. INTO WOOD, 1 -1 %2" MIN. EMBEDMENT ANCHOR ®F = 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, Erc.) J END MUWON IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. CENTER MULLION Sw --I i.. sw SEE SCHEDULE MUWON TUBE AS RED. MIN 1/8" THICK SEE TABLE BELOW ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. SEE TABLE BELOW 4 i/ v 4 SLAB CONNECTION Extruded Aluminum Roller Tube Shaft Housing (Bearing End) Roller Tube Support Vinyl-Weather Shutter Profile Header Channel (Where Applicable) Bohm Rail LOCX■NG NUT w•SNCR tIOLT 1 1 /• Q1•. WASH(' APR 1 71996 Well Mount Track Safety Stop ENGINEER: HUAMYOUN FAROOQ PE f 16557 N0TE: ALLOW 5/8 CLEARANCE FROM BOLT TO BRACKET AT TOP AND BOTTOM FOR AJUSTABILITY. Rectangular Tube Wall Bracket � — Mounting Plate (Adjustable) Tubular Motor APPROVED AS COMPLYING WITH THE SOUTH. FLOP 1 : UILDING CODE DAT ?y = • 193_6.- B L/ PRODU ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO95 03 0.3 .31 0 z zP ad 0 0 cc o n. t G) w n z e7 C 0 00 tnO1- w t ( ) . a) 0 0 �o M .t " 0 a� > o co • c ▪ c m o n c .c • -0 Q c i. (n 0 oin LO o O Oy 0 0 '0 0 c csi rn z draw ng no. 95 -12 sheet 7 of 21 1 m LL a MAX. OEFL. SPAN /1811 11111111111111 I IIII MI ■,.■■,`11111111111• 111111,1111111111111. IN W m .■,.■■■ -■ N 11.1111111111111111111111111M1 W m ■ \■■ ►' a- . 11110111111M III CC 03 u J UZ rillrall11111 Viz v ID 2 x 2 POST - SINGLE SPANS RP2X2CEt 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST �-- MODULE WIDTH SINGLE SPANS 30 40 50 END POST MODULE WIDTH 2 x 2 END POST - SINGLE SPANS ,---,cia 111 ■111111111—MII111111111■■ MOM RP2X2E01 MAX. OEFL. SPAN/18d 1 N 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS STORM BARS r _ m m ID ID N N a En a ,ID w vnm (J) -a W-' 0: o co a H N m w � ❑ 2 x 2 POST - TWO SPANS 11111111111111•111 1 4111111111 INLE 11113111:41::.:77, RP2X2CE2 MAX. OEFL. SPAN /1811 1 1 IF 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST MODULE WIDTH STORM BARS TWO SPANS MODULE WIDTH 2 x 2 END POST - TWO SPANS MAX. OEFL. SPAN/18B k,.. 1 1111111 1111 i1111\wRlIIII\M •a•R _ft EMI 11111111111: ILI Ili 5.! LIM Milli MI WIEN. RP2X2E02 1i 1- MIN 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO END POST-6- STORM BARS ID N ID N 2 x 2 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS MODULE WIDTH POST THREE SPANS STORM BARS 2 x 2 END POST - THREE SPANS RP2X2EO3 III MAX. OEFL. SPAN /1811 6 ,,,, ,,,. 1111 ,,,. ,.., 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS MODULE WIDTH END POST— APPROVED AS PLYING WITH THE SOUTH FLOR •A B LDING CODE DAT J4 1 • 194 0. BY 4I� PROD• 1 TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ?5 • Of ENG1NEIJt HUUAYOUN FAROOQ PE g 16557 z o ▪ a U w � z t, z W r) 0 O_ O -J « O O_ m -o I WI ilk W O r') 0 L ai J APR1 7 1996 0 . a) O O DD ca - c c o 0 ou) 0M J .0 0 v 0 sc 1 v 1 draw ng no. 95 -12 (sheet 8 of 21 I II lob— e§ 1111111 II UT ER HT. II NU M PUN — RP2X2CE3 MAX. OEFL. SPAN/181 m LL a MAX. OEFL. SPAN /1811 11111111111111 I IIII MI ■,.■■,`11111111111• 111111,1111111111111. IN W m .■,.■■■ -■ N 11.1111111111111111111111111M1 W m ■ \■■ ►' a- . 11110111111M III CC 03 u J UZ rillrall11111 Viz v ID 2 x 2 POST - SINGLE SPANS RP2X2CEt 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST �-- MODULE WIDTH SINGLE SPANS 30 40 50 END POST MODULE WIDTH 2 x 2 END POST - SINGLE SPANS ,---,cia 111 ■111111111—MII111111111■■ MOM RP2X2E01 MAX. OEFL. SPAN/18d 1 N 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS STORM BARS r _ m m ID ID N N a En a ,ID w vnm (J) -a W-' 0: o co a H N m w � ❑ 2 x 2 POST - TWO SPANS 11111111111111•111 1 4111111111 INLE 11113111:41::.:77, RP2X2CE2 MAX. OEFL. SPAN /1811 1 1 IF 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST MODULE WIDTH STORM BARS TWO SPANS MODULE WIDTH 2 x 2 END POST - TWO SPANS MAX. OEFL. SPAN/18B k,.. 1 1111111 1111 i1111\wRlIIII\M •a•R _ft EMI 11111111111: ILI Ili 5.! LIM Milli MI WIEN. RP2X2E02 1i 1- MIN 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO END POST-6- STORM BARS ID N ID N 2 x 2 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS MODULE WIDTH POST THREE SPANS STORM BARS 2 x 2 END POST - THREE SPANS RP2X2EO3 III MAX. OEFL. SPAN /1811 6 ,,,, ,,,. 1111 ,,,. ,.., 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS MODULE WIDTH END POST— APPROVED AS PLYING WITH THE SOUTH FLOR •A B LDING CODE DAT J4 1 • 194 0. BY 4I� PROD• 1 TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ?5 • Of ENG1NEIJt HUUAYOUN FAROOQ PE g 16557 z o ▪ a U w � z t, z W r) 0 O_ O -J « O O_ m -o I WI ilk W O r') 0 L ai J APR1 7 1996 0 . a) O O DD ca - c c o 0 ou) 0M J .0 0 v 0 sc 1 v 1 draw ng no. 95 -12 (sheet 8 of 21 m ID �- MODULE WIDTH ID ID m w 0 U ID W "' CC a z H co en a .1) ' 2 x 3 POST - SINGLE SPANS Imummulum mm 1 RP2X3CE1 MAX. OEFL. SPAN/188 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST SINGLE SPANS RP2X3ED m MAX. DE FL. SPAN/18d 4 END POSE MODULE WIDTH x 3 END POST - SINGLE SPANS 1- 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS IV ❑ a w '+ c ID En LI CO w H En W ID RP2X3CE2 MAX. °EFL. SPAN/10e .I ► MEMEMMENO MUM 11111111110.1111111111111111116.4. MUM MEMMUMMEM MOM MOMMIIIMPARM MIO!!I MIME- - 111111115111ARUMMI WI= OMMOMMEM :"1Mn 25.11111110141111111171.■ 111175 MRMEANZEIMMIMEM `TEN 9;0" MR 9 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS m N En a r a ce a m W 13 01 a 1n m CI 0 ID RP2X3E°2 x 3. POST - TWO SPANS TWO SPAN MAX. °EFL. SPAM/106 x 3 END POST - TWO SPANS .............. MOIMMOMMMIMMMUMM M►MEM\ii'Iilr'liii IMMU MMOMMMEMMEMMOM OMMEUMMEMMEMMO MOMMUMNMERNAMME MERUMMEMMMEMME MSOMMSOMMINSIMMEMO MEMINICAMMUEMEM NMEMMWMOMEMMOM MERMINOMMENEMEM SIMMUMMAMMMOOMMO MOMMOSAREMIUME OPOMMOMAOLIMMIEME MEMBEMWOMMMMgM ..n .... ...... 60 70 80 90 100 „LLB 120 130 MODULE WIOTH - IN. - TWO SPANS nJ m 3 RP2X3CE3 , MAX. OEFL. SPAN /185 ID r a E 3 [ w -� ce a o H a 1 2 x 3 POST - THREE SPANS iiiiiiiiiiilli EMMIOMMIRIUMEMIUMM ■..•..■.■IMIIIIMM KMMIIIMMUNAIM I♦.11151U .'- MMMMMITARMIMM MWMMOMMOMEMITIIIEN 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 3 ENO POST - THREE SPANS ■MOMME..■... kMIIIAIIU Ingammuiralmu miclumummmou MICAIMCMEMOMMEM EMMWMPARMIIMMWM ME Mir: MMUMZEM mammmatRimmmaimmi fmmimia: mmmo RP2X3E03 MAX. OEFL. SPAN/186 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS APPROVED AS ' ' LYING WITH THE SOUTH FLOR .A BUILDING CODE DATE,I, -? BY PROD CONTROL DIVISION BUILDING i I COMPLIANCE OFFICE ACCEPTANCE NO C M ING%NOOt HUMAYOUN FAROOQ PE / 16557 APR 1 71996 z z 0 g o 0 O a Uw n z LAJ 0 O a. <a'- O ° �g v) * z W v c 0 a_ rn 0 0 a r o) > — O DJ- l c ai E N C v <c � 0 0 t o ►n o p) c c 0 0) 0 D O ,c_ c ) 1 T 95 -12 N rn z drawing no. (sheet 9 of 21 (V a m V ID x 4 POST - SINGLE SPANS muma SHJTTER ---_-1111111_ mralsoramem WM RP2X4CE1 MAX. OEFL. SPAN/188 5 30 48 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST ---9 END POST -+— MODULE WIDTH — MODULE WIDTH —+� SINGLE SPANS 2 x 4 ENO POST - SINGLE SPANS RP2X4ED1 MAX. OEFL. SPAN/180 ( e rr 30 40 50 60 70 • 80 MODULE WIDTH - IN. - SINGLE SPANS STORM BARS r 1 MODULE WIDTH munommimmommimm 1� �1 . ► mm'.m-i\m.m'iwm MIMMEMMINUMMMENM MEMEMMOMMOSMOMM UMMUMMISMMOIMMUM OMMIEMMOMMUMNIOM NOMEMMMILIMUMMMM 'M'.M.`.M.M'OIM MMEMBIEMIEMMEMMO 11111 MMOIMMIVAISMUMEME MIIIIMMEIMMMMWMPAIM pmmommoomammomm mismumwommommiram misamm mama= mniummlia 1mumuR RP2X4CE2 MAX. OEFL. SPAN /188 60 70 80 90 100 110 120 130 MOOULE WIDTH - IN. - TWO SPANS POST 2 x 4 ENO POST - TWO SPANS MOMEMMINIIMMEM MIMEO= MOM ...■-.`_.■\`M MUMEMEMONNIMMO MOMMOMMMOMMEM EMOMERMERNMEM MMMOMMWSIMMMOM ■,.■`VM.`■■.'■ ■OMEME !!SME!i!l PS91 OMUMMCNIMOMMEM MWMMOCINOMMMAIN IIIMMOMMMMMOMME MEMMEMOOMMMENN SIMMENWMMITAMMUME EMMMUMMMMWENM RP2 2 x 4 POST - TWO SPANS STORM BARS TWO SPANS MAX. OEFL. SPAN/188 1 ■I MODULE WIDTH END POST -.- IL 60 70 80 90 . 1.00 1.1.0 120 130 MODULE WIOTH - IN. - TWO SPANS STORM BARS MEMEMMUOMMEMWM W WNIM.M.■■EW:I... MOM + OMMENMEMM M.'ME.,M■■■OMM (i r. - E111M WOMMOMMIM %MUM ! n\EMMEMM <, MUMMMEMIESIMMEM ►11MAIIM"- ENUMIN- M W '2 . WWI - 11M II MI III MMMMMIEEMMEM VI 1 IMBILMUMINIMIlli RP2X4CE3 ' `i ID MAX. OEFL. SPAN /180 ID ID N 7. a MODULE WIDTH DULE WIDTH ID ID fV ID 90 100 11.0 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS x 4 POST - THREE SPANS POST THREE SPANS ; .... ...1.., 1 11 STORM BARS 2 x 4 END POST - THREE SPANS hEms mum. sum Nummoi ■-'WM-■MMIIII MEMEMMEMMEM MMEMMOU MOUE MEREMMENMEMMEME MMEWNOMMIIIRME WOMEN MUM IIIMMEMMU - --M NEIMM\\M__ \ _■■ MMOMAIMSMOOMMOMM MEMINGMEMOMM MOOMMEMMEMBREMO IIMMlANNO_`—O MMOMMONMEIMME MMOINNM=ME 111Mali '_■_� RP2X4E03 MAX. OEFL. SPAN/188 90 100 110 120 130 140 150 160 MODULE WIOTH - IN. - THREE SPANS END POST APPROVED AS ( PLYING WITH THE SOUTH FLORI' LDING CODE n�� DAT .t G 193_6 BY / PROD /NNTROL DIVISION BUILDIN• C( !E COMPLIANCE OFFICE ACCEPTANCE NO.96- bNt4NEEJt HUMAYOUN FAROap PE i 16557 z APR1 71996 C7 z zP 0 E♦� g o O a U w N z r) z W r1 O O o a « — W � N Ili W z � - i C9n L9) ( 7 O a _ 0 0) 0 a) O O tr ) rn — 11) c y� coon c10 D 0 Ln (n o� o CC LSI ., 0 0 0 v 1 1 1 0) z ( drawing no. 95 -12 sheet 10 of 21) N ID LL -. En a ET -4 En ea En o_ w - z 03 1-4 En ea w � 0 m ID N IA! a r a m w - 4 En En m w - D: - a z � o 0 ID 2 4 POST WITH STIFFENER - SINGLE SPANS RP2X4SF1 MAX. OEFL. SPAN/ MIN 30 40 50 60 70 80 MOOULE WIDTH - IN. - SINGLE SPANS -•-- MODULE WIDTH SINGLE SPANS END POST -- MODULE WIDTH 2 x 4 END POST - SINGLE SPANS WITH STIFFENER ■__■.._..■. 1111■1111111111M11111 j ob._ IIMINWELINCLWAINNI 1 RP2X4ES1 MAX. DEFL. SPAN/ 11321 I 30 40 59 60 70 80 MOOULE WIDTH - IN. - SINGLE SPANS ID r rn a w 7 U m W -1 a 0 03 H Nm w 0 x 4 POST WITH STIFFENER - TWO SPANS i■1111M•u■■1M1■ ■.E■ ■■I■1111■•■1M3S■■1■• a11■■■■■■■1MMIMIC. i ■111■ ■■!111■ ■ ■ ■■ ■ ■11011■ ■111■1■•■11115 111111111111MMINIIIIMM111111111 ■11111■■ •■110.111■ ■ME.- ■ ■`51. ■11111111\ME■ 1111►1111■ ■11M■ ■ ■ •11110 MEM 11111111111111111 ■ •■■r111111"'"riiiiiire■ RP2X4SF2 1..■11`. MAX. DEFL. SPAN/ 198 '.-...- 60 70 80 90 100 110 120 130. MODULE WIDTH - IN. - TWO SPANS m ID N ID ID TWO SPANS 2 x 4 END POST - TWO SPANS WITH STIFFENER ►M■■ I \ ■ ■ ■ ■EI�1 ■311■■ ■1111■1■■■IIM ■\`iia■ ■■:E31■ ■111., Iii11iI!UU ■ illiM Q1i ■■1111\_ ■ ■" ■ ■'' ■ ■ ■■ ■ \ ■■ ■■1■1111■■ ■EL_ 110133210.11111111111111151111111 :111111lR�1111111`5A11■`114.- 5111M1111105-1111111111 ■ it A■iiii `E.WO iiiragEBLITIL '■ ■■■■ RP2X4ES2 MAX. DEFL. SPAN/ 113B 60 70 SO 90 100 110 120 130 MODULE WIDTH - IN . - 1 SPANS N N a r N .. a m CE J UI m w � a (ID H 133 0 1 ID 2 x 4 POST WITH STIFFENER - THREE SPANS ■■■��■■■ ■ \5■ ■■ ammima ■ems \'■■ ■1111.1■1■ ■ ■r01111■ ■ ■►ELi •1111:511■■■■ ■ ■ ■ ■`�1111■ ■111MM■■ 11151♦11PRI •111i` ■ ■I`wi ■ ■■ ■fir: M1111 111511111111M1111`1 ■ ■ ■1111 1■ ■■■■■■ RP2X4SF3 MAX. OEFL. SPAN/ 113/1 90 100 110 120 130 140 150 160 MODULE WIOTH - IN. - THREE SPANS MODULE WIDTH POST —•-• THREE SPANS STORM BARS 2 x 4 END POST - THREE SPANS WITH STIFFENER ■E■■ ■■!1 ■• Imm .■■■■MI._ ■� 1198 ©IrEs�i ■'ZWI■■■ ■� ■ ■ ■`011111l, �� 1i■!1M■ ■∎. ■ ■ \'1 ■ ■■■ ■-.. !1 ■■1l MINI■ LIMMISMANIMMIli NI -01211111111111_1711 — moilVIErmi 1 ■■ 1■■ RP2X4ES3 MAX. OEFL. SPAN/ 181I MODULE WIDTH 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS END POST APPROVED AS COMPLYING WITH THE SOUTH FLORII IL PING CODE DAT "• ' =I - _ 19gCa BY ./O PRODU CI ROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO61 n -2 >1) ENGINEER: HUMAYOUN FAROOQ PE # 16557 APR 1 1996 • c ) Ol c 0 ' a .0 0 0 0 c ) T v o ou o o� 0) O O • 1 rowin no. 95 -12 sheet 11 of 21) -a m3 m RI m m 2 x 6. POST - SINGLE SPANS RP2X60C1 MAX. DEFL. SPAN/188 30 40 50 69 70 80 MODULE WIDTH - IN. - SINGLE SPANS SINGLE SPANS END POST -- -*— MODULE WIDTH- -e-If— MODULE WIDTH 2 x 6 END POST - SINGLE SPAN 1 1 RP2X6EP1 MAX. OEFL. SPAN/188 T 39 40 S0 60 70 89 MODULE WIDTH - IN. - SINGLE SPANS m m N m N m N m a 2 x 6 POST - TWO SPANS RP2X6DC2 MAX. DEFL. SPAN/188 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS TWO SPANS 2 x 6 ENO POST - TWO SPANS ...,.....amm. ............. 111111111 k 01111.i..M..OMME ......M.... .......M. M ...►....v'MMOI■ ■OMMOMiG1EliCIWOMM M.\\..- M. 1 ._ MMOIMOMMENMMEM EMMEMERM IIIIMMUMMNEMIOMO OPIMMOMQMOMMEN ..`u..ma`e1;m RP2X6EP2 MAX. °EFL. SPAN/1815 60 70 80 90 100 110 120 139 MODULE WIDTH - IN. - TWO SPANS N N c) .a 2 x 6 POST - THREE SPANS iIiiflIH i II 1 RP2X6DC3 MAX. (EFL. SPAN/18d MIMMWOWS1 NM MIIIM111111111:1- NM .......MOMMOO.M ...`"SEA.: I` OMMMOIRS MMN_ll. MU 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 6 END POST - THREE SPANS MWMINIMUMMWMIMMWM wommummill MIIIIMEMNAMMMEMMM MISMIIIMMOMMINIMMO MINIMISIMMMMREVMMIIIM MOINOMMMONNOMMOMM MOOMMWMOMMEMEM MOIMOMMMMOMMIIIMM MIOMMMEEdraMMOIMMIM RP2X6EP3 MAX. OEFL. SPAM/100 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS APPROVED AS LYING WITH THE SOUTH FLORID ; LDING CODE pp�� DAT :�•! - _ 1915x. B Y I/P PROD T,.CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.g... 1 ENGINEER HUMAYOUN FAROOQ PE f 16557 APP 1 7 1996 z ( • ci c 0 c 0 a c U 0 a .) 0 b drawing no. 95 -12 (sheet 12 of 21 i 6 POST WITH STIFFENER - SINGLE SPANS RP2X6SF1 MAX. OEFL. SPAN/18d alal_117 Iii ID ID 30 40 50 60 70 S0 MODULE WIDTH - IN. - SINGLE SPANS POST { END POST - MODULE WIDTH -- MODULE WIDTH ---+1 ID N N SINGLE SPANS 2 x 6 END POST - SINGLE SPANS WITH STIFFENER 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS ID m v -MODULE WIDTH MODULE WIDTH STORM BARS 3= @ MAX. DEFL. SPAN/18d N N @ x 6 POST WITH STIFFENER - TWO SPANS 111.111■.1111111.■1111111111111111110 \\ ■ \ ■ \iMiiMiiinii 111111•i111MIIl*IiISMiIIIIII 10.11i•iiii6:511i1111M1 1111111211111111111111111:51. 1111162 1110E-MIiNII\iiil i Irli■i :�iairi RP2X6SF2 60 70 80 90 100 1.10 120 130 MODULE WIDTH - IN . - TWO SPANS POST STORM BARS TWO SPANS I VT ITV END POST--. - 2 x 6 END POST - TWO SPANS WITH STIFFENER RP2X6ES2 MAX. OEFL. SPAN/18d 60 70 80 90 100 110 120 130 MODULE 1(I0TH - IN. - TWO SPANS STORM BARS x 6 POST WITH STIFFENER - THREE SPANS ii11.1•ii■iG1iiiii MIN ►NUM1111111►111■111 51iiM1111i1►!1iiii► 1111■ii►■iiiM11i11•11111 ii \ii• 08 1111110.101.1 IMMIEMINEMIIIMIN eimaninnimmrararcasi sweammimii!iiii amourcomarlowar \M1i•ii1CMiii111111 _ RP2X6SF3 MAX. OEFL. SPA.N/18d !FIT ,rr, r. r. nr .... nn .... .... ........V 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS END POST-7 7. 0 MODULE WIDTH I, MODULE WIDTH N N L. CL CC w 0� w a 0 m H W m 0 CO POST THREE SPANS STORM BARS 0 2 x 6 END POST - THREE SPANS WITH STIFFENER RP2X6ES3 MAX. DEFL. SPAM/1871 90 100 11.0 120 130 140 150 160 MODULE WIOTH - IN. - THREE SPANS APPROVED AS CO ING WITH THE SOUTH FLORIDA .UILdING CODE DAT .4 - _ 19.9Z2 BY I�� PROD T C ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOCiS 3• ENGINEER HUMAYOUN FAROOQ PE f 16557 APR 1 71996 N w z c 0 . c 0 0 0) 0 .0 0 b 0 sc 1 drawing no. 95--12 (sheet 13 of 21 ) 1. N a m m m W -. a Z ❑ O m ID ID a r w-. a � ID W U) w a Z H rn W ❑ r- m N 2 x 3 TOP SUPPORT - TWO SPANS RSR2X3 -2 2 X 3 TOP SUPPORT - THREE SPANS IRSR2X3 -3 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS z H w 2 X 3 TOP SUPPORT - TWO SPANS • 08H2X3 -2 OEFL. AT 10 PSF ID ID 60 70 80 90 100 110 120 130 60 70 80 90 1.00 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS MINAVAUNIF INNINFAINEY wm ctiommammum 0 ID ID MEM IMMO/ IIII1(Ii!NAUi IIINOWNI/11 .............r... , rr..... ®H2X3 -3 OEFL. 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AT 10 PSF ■IMO %OSIM ■I■ //,/!! .,O „NME, MOMMOMMI AMESSINUIS - - 60 70 80 90 SHUTTM SOUTH FLORID DAT J�' BY END POST 100 110 120 130 I NG ANS LDING CODE END POST 19 q PRODUCT oNya DIVISION BUILDING 4C6DE COMPUANCE OFFICE ACCEPTANCE NO.9.5 - 0333.15! w 2 X 4 TOP SUPPORT - THREE- SPANS ID ID 08H2X4 -3 OEFL. AT 10 PSF 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS II 11 I�► I STORM BARS POST 1 STORM BARS POST ® ®5 TOP --� SUPPORT a 1 :.. TWO SPANS TOP — SUPPO THREE SPANS 1 0 R 1 7 1996 drawing no. 95-12 rn z Q 2 0 0 z 0 a O J 0 O- 0 0 N 111 11) ( ) 0) 0 0 Mi (1 ° >-- mLL Cy C 0^ C 73 <C 0 O Cr OM.... r-, of c 0 O T 0 0 O ( fi 1 sheet 14 of 21 W U) W a z H W O WIIMUM ,•„NR'MMU MMUOMMERWMEMME MMINIMMEMEMEMMM MUMMMMWMWMMEMM ,."E,'MEME�■�■_EM N,\„■,"ERN.'7fiMEM, MMINIMMMEEMMEME MOIMEMMMINIMMEMM WOMMEMMUMMEMOM MMIONMEMOMMEMMO ■"..,■,„"'■ .MEET, ■'E"".' .,, ,.NI■,,■,. ■NIMIIM"MM.,,'` ■■■■■„ETWOMEME MEMMEMEFINICEMME MINIMMMUMMECEME ID O ID (V ID ID RSR2X6 -2 m 2 X 6 TOP SUPPORT - THREE SPANS w 2 X 6 TOP SUPPORT - THREE SPANS ru RSR2X6 -3 ID ° 6 TOP SUPPORT - TWO SPANS r 2 X 6 TOP SUPPORT - TWO SPANS TT 60 70 89 90 100 110 120 130 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIOTH - IN. - TWO SPANS MMIIIMMUMEMMI ,■,R,N.., M11r1111 MMEEMMINIMMEM MOROMMINIMMINIM .■.M..,.■,■■■ ....11. ■..11..11 LIMMENIIIIMENISMIN MISEURNMMEMEMO- MIUMEMMUMIE- ■11111 ■2161,0 ■1115111111 .N H m 6 f- U W J W m m ID THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. 08H2X6 -2 OEFL. AT 10 PSF .494 1159117a INNIC411 08H2X6 -3 OEFL. AT 14 PSF 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIOTH - IN. - THREE SPANS 2 x 6 TOP SUPPORT - TWO SPANS 2 X 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER ID WITH STEEL STIFFENER mummasnammom MEMOMMOMEMEMME LIMMO11.,,,5„■, ■. MOMMINIUMMINOWOMM ,,,.U„M.,,M,11EM MEMEE■,U.,■,.' MMEEMONEMMEMEM MEMMEMMINIEMMEM MININUMMEMMINIMMIE ■METE ■., ■„". ■■■„„W,■,"' ■■■■„'MM,■," ■■MM■,M " _ME.,. ■■■■■■M=O„"■ INIMMIIMMEEMMEME 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 TOP SUPPORT - THREE SPANS WITH STEEL STIFFENER MMEMEMEMMMI WIEMM.MM gig Mr1111M EMMUMEMINIMMMEM ■MEME■..,■■■■■ ..."M,■■,■.■■ OMMEMOMEINIMMEM MEMMESEMOZWIMM MOMMUMEMMMEMMM EMMEMUMMEMPAMMM MEMMMEEMMEMMEM EMMEMMEMMIEMMEM ,,."N■,".,■, MMEMMEMMWMEMEM MMOROMMEMMEMEM MMEREMERNMEMEN MMENNMMMEMMEMM MINNWASMOSEMEM IIMMEMMEsO- .M_.M - . RS2X6S -3 co H m z 0 H H W m J. LL m W N ID .111 Z H to BY PRODUCT OSH2X6S2 OEFL. AT 10 PSF TWIT "WY ..T I.II .III TWIT 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :. ► 'G CODE DAT A r 19� 'ur'L DIVISION BUILDING -.CO % E COMPLIANCE OFFICE ACCEPTANCE OR -d33 •() I 2 X 6 TOP SUPPORT - THREE SPANS WITH STEEL STIFFENER 08H2X6S3 OEFL. AT 10 PSF 111 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIOTH - IN. - THREE SPANS SHUTTER WIOTH - IN. - THREE SPANS f. TWO SPANS • • c 0 0 y 0 0 T 0 0 b O1 c 0 w J t1 - a m W Ir W —' H 0 ea RON-24 STORM BAR- TWO SPANS 2 4 - P HT. RON -24 STORM BAR - THREE SPANS RBON24 -3 ■ 24 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS z H ' ID 0 H F- U J 19 0 11 w m z H 6 N m U w J U. w 0 m 0 RON -24 STORM BAR - TWO SPANS s� 111111021111111 WATIONIEIRVI ORON24 -2 OEFL. AT 10 PSF 60 70 80 90 100 110 120 130 60 70 88 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 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 OEFL. AT 10 PSF 90 100 110 120 130 140 150 160 SHUTTER WIOTH - IN. - THREE SPANS U., a m M m w ^' o Lai 0 is z N m a W = . W m ix a -4 z m m Q , d w m ❑ r- N RON -24 STORM BAR - TWO SPANS WITH STIFFENER - iI !i 1 ■■iii■■■■■ ommm■ Emmummommommum ,.■■■'■■■ -' ■....�• .w..■... ■■■iifiir mws ■ o ■■um__ ■ ■`_■ MOMMEMMEMEMMEM ■'MM■■.'■ OMOMmIIMMM MMOMOSEMM a WERNMELSIMIN — 12W6=MWAIEft my ■■MMUM■■■■ MUMMER 0 RON24S -2 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS RON - 24 STORM BAR - THREE SPANS WITH STIFFENER MMEMMEMEMIEMERM ............. MIOMMOMME POWSOMMIIMI._ II mm MINMIANWRIE me MUM= `= RON24S -3 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS RON -24 STORM BAR - TWO SPANS .0 WITH STIFFENER m OR024S -2 - OEFL. z H m 0 H f- U w J W 0 z H o m Z 0 H U J U. w 0 m END POST 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS COMPL, NG WITH THE SOUTH FLORIDA BUJ ► G CODE QQ/ DAT - 19J!¢ BY PRODUCT CO F� OL I IV!SION BUILDING Cs 1E OMPLIANCE OFFICE ACCEPTANCE 0��-O3c�3 REIN STOR BAR - THREE SPANS WITH STIFFENER OR024S -3 OEFL. AT 10 PSF • ... ..............V.I.... 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS POST STORM BARS TWO SPANS THREE SPANS APR 1 7 1996 Cti U z z 0 0 O a N t[) of Z c ' In (0 w ai I z 0 } ! ( ) H tY a 0 0 z 0 O m 0 ( c 0 m v O 0 0 0 ,c_ 0) 0 � — - a M to > ELL- J c an • c o c 0 < c,„ 0 0 tn () O tto o cc tri 1 1 1 drawing no. 95 -12 i;heet 16 of 21 ID ID N ID N ID ID , RON --5,7 STORM BAR. - TWO SPANS 1111111 III uIIRIu'III ,...a...`'.. mummenwmwommumm MMUMMU.►....Mr ..om•....m. ■�Ian..-m...m�_ ammaimmiammumma mutam►m..m`o.. MOWNMPORNMMEMMill NEMEMOISMNIMMOMM I.M...MOIMMIN RBONS7 -2 60 70 80 90 100 110 120 130 SHUTTER NIOTH - IN. - TWO SPANS RON -S7 STORM BAR - THREE SPANS ......•... 1iiIIIA!i 1 .p . ��.�.��m. � Ne Mi? I`:l�i =. MPAWNWOMMEMMMMIO i.W.i.MWM.. MONLIMOMMEMOMMAI amino. 6=91 . CEIMMEMIMMEMMOM Immo= ow= Imo um RBON57 -3 90 100 110 120 130 140 180 160 SHUTTER WIDTH - IN. - THREE SPANS z H O N. H 0 W - W 0 it RON -S.7 STORM BAR - TWO SPANS ORONS7 -2 OEFL. AT 10 PSF 60 70 80 90 100 110 120 130 SHUTTER NIOTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE . RON -57 STORM BAR - THREE SPANS ORONS7 -3 OEFL. AT 10 PSF IlA HID 1//1111: 1" ory 11/111111x°"' 111118111 0 11111111111 ID ~r11111ii ���� _ __.� • 90 100 110 120 130 140 150 160 SHUTTER HIOTH - IN. - THREE SPANS INIUML N. .\.E 111111111•111111115131 1101111113 ■ ■!ffi.1111►111 rNUR ......•1■.■.... ....0i011m11MMIU111. ..o .1..�•...,... 1• 0, . EMMINIUMMIN .,■■�,.�■MU...M M'M•1:..`..IIIM'.ME \.NE\..►M ■ ►�� MUMUOMENMOOMMME 1101111111SMON 1.15_111111 \.L7.1161:115!�.. .E. .. 1 RBONS6 -2 N ID ID N CO •-• a RON -S6 STORM BAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS ....:.... - . ■ ■ ■1.■■■ ....,.....■ MM...OU.M.MIERM 1111M. =MCA ME '..,..I.,, M'.ME`OI.M. MMEM M.► i..MEM.rNZ MEIMERMINUMMOIMM NEWSLIMEMEN NZ MEMMERNMEMMEMM 0' S ISM e 4 VW WTI • H ON H m 0 W J W 0 z O N H 0 w J w 0 BONS6 -3 ■■■ m END POST INMM ORONS6 -2 OEFL. AT 10 PSF B R -IT . 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AT 10 PSF 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIOTH - IN. - THREE SPANS m THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE ID IV 2 x 3 STORM BAR - TWO SPANS `� ■lll� ■■ \iii■ ■ \, ■ ■.N1■ ■■111 ■.M ■■■ ■ ■' �■■ ■ ■■►■■■ ..■.1111■ ■'—■ ■,1111111111111111■111111■■ .'■,. ■■, ■ ■_ NIIMfT4111111■ ■1�■ ■111! ■■ ■EMIR` ■ ■ ■'..+_ ■ ■ ■11■11■ 1 2 X 11113112 � 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 >c 3 STORM BAR - THREE SPANS to 2 X 3 STORM BAR - TWO SPANS ID 2 ID iEIInuI ■ ■ ., ■ ■ ■`. ■_� ■ ■ ■■ ■ ■ ■1111■■ w m ■■tINE3 E='ir • \■ fY .. , ■ ■`' ■ ■1 in ■ \'ice ■ ■ \ ■�. Z ID 110.11111N51111111111 61' M11112.411111110911111111. IIMI ID ■■mss 11111 1 RBR2X3 -3 ID : OR82X3 -3 : OEFL. AT 10 PSF La ID HID: 7 E - 1 . '4E OR82X3 -2 OEFL . AT 10 PSF C RM APPROVED AS 'OMP ING WITH THE SOUTH FLORI' , :U ZING CODE DAT 27 - 19 BY Ir PRODUCT ONTROL DIVISION BUILDING , CODE COMPLIANCE OFFICE ACCEPTANCE O45 3 BAR END POST -iT 6 60 70 80 90 100 110 120 130 SHUTTER WITH - N. - TWO SPANS .n 2 X 3 STORM BAR - THREE SPANS ENO POST 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS POST STORM BARS ffi )=l POST TOP -y SUPPORT STORM BARS 2 TWO SPANS TOP — SUPPO 1 5 • s •• •• • THREE SPANSA 1 7 1996 5 Z W ce 0 = 95 -12 drawing no. 0 CC N Z ci c 0 rn L v tn N co w 0 Q O O 2 rn O 0 •K) co m LL of C ai C N O r , C < c o o ln L() o� o from,- ( a> 0 0 0 ( 1 3 1 (sheet 18 of 21 m -+ tat V CC —1 W a .. zm H En W hy O N O. W w w m CC O.-. z m CP 0 W m O r. 2 x 4 STORM BAR - TWO SPANS w 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 x 4 STORM BAR - THREE SPANS • MOIMMUMMIIMEM ONMEMINSI MOMMVAIMMRPOM ".".■-■abh- ■■tji■O...1. ...N...ENOM.■ OU.M.S\MKO!1 .'.O...�'_■Ms..- MMOINMOIN .\ =..OrS mumElAimmammomm MaEgaliOMMMIlla I... RBR2X4 -3 z H Z r9 Hm U W lL N 0 W • .a 2 X 4 STORM BAR - TWO SPANS 44 m OR82X4 -2 OEFL. AT 10 PSF 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS w 2 X 4 STORM BAR - THREE SPANS OR82X4 -3 OEFL. AT 10 PSF 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS N THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER m, rrn n.. 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN - TWO SPANS 2 X 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER ■.'►n Li.sgaQ.. __■ `m.mmam....—s .. ..'m..'.. —. \M.IPMM...W`PAI. ■.ONi.- WMPA..iO .....MPA..Wi `M■ ■WMPA:...WOMMrr BENOWOMMONEWRMI milmmEMBWRITIPm RB2X4S -3 90 100 110 120 130 140 150 160 SHUTTER WIDTH.- IN - THREE SPANS z H z � 0 H in U. W iy U. ON . 2 X 4 STORM BAR - TWO SPANS .) • WITH STEEL STIFFENER m ORB2X4S2 OEFL. AT 10 PSF r m EmmommiMMIIIII III il..• -,II OMMOMMIONOM IMMOOMMEM MOO i/I /!/III /Si/ MOMMUMMEGO i IMESMOIK!I:iI examinellogi immarmairom 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS CO NG WITH THE SOUTH FLORIDA .UILD G CODE DAT S - 19 BY LO% PRODUCT ' ROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO95-6363.01 2 X 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER EMI= , 11 1111111 MOMMOMEMOMM 211 MOMMINA ■1 iII■ .•EM...IlII MMIMINETAIM mossolgoll Ilm. DR82X4S3 OEFL. AT 10 PSF 8 END POST END POST aT 8� 1 .�1 STORM BARS POST STORM BARS ffi POST rt 90 100 110 120 130 140 150 169 SHUTTER WIDTH - IN. - THREE SPANS 3 � TOP SUPPORT ._.J TWO SPAN$ 7 1996 THREE SPANS U 4-4 N z n co co tn 0 0 z 0 0 -J O_ 0 rn 0 0 -e rn a g o m�- I cC0r . ¢ c 0 0 0 � 10 v o C V1 C 0 S 0 0 0 c ) 1 1 drawing no. 95 -12 ( sheet 19 of 21 ) • • 2 x 6 STORM BAR - TWO SPANS k k ............_ ,..`.■.'.- ■..MIN.■■ `..`■-' mimmoamm..- mommammam. ■ISM =MWMPIO EMMKOMMIll MMIlrumMaii E R8R2X6 -2 ;.--vii 2 X 6 STORM BAR - THREE SPANS ,' I I EF _1 1111 MP ■.I.Ms OMUMM M ■■\M ■■■NEM MOINIVIM 16511111= WSIMMIWOMMMOMM ■■mmiu malm■■■ munimmommmamm INiktamfAM m morammilivaimmi momm 11111.1 — um =MMEIMI RBR2X6 -3 -- r w t9 (V ID ID 60 70 80 90 100 110 120 130 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIOTH - IN. - TWO SPANS m 2 X 6 STORM BAR - TWO SPANS -IT OR82X6 -2 OEFL. AT 10 PSF THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE r 2 X 6 STORM BAR - THREE SPANS ID ID l9 4 OR82X6 -3 OEFL. AT 10 PSF 11 ,I ■.■2...■ 90 180 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS ID ID fV w r a tg to ID m tV 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER ■NE■■NIII■N■.0► ■.I`E■IN.QE■._\ ilINEZIENNIENNE \III■EEN. ■ ►.■ NENNENNENSINI „■ESI■!N,■■■ ■EI■NE■.IIIIM■■ .■NECIE`■■.`' ■,11111`■■'IS■■ .■..LII...■.. IIMERVANIMINNISM - ILMAINOMMTIONIIMIS- EINELlitiiiMISMEN 11111EMEMINIM R82X6S-2 ,...-■-■ 60 70 89 90 100 1.10 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER 8 ID 1M •.1111■.... 1111111111111 'IDM■.IaIN..ISS■ Er ". EMIEBIEREINEENS.- En o al a 111►111MElISSI..■ ■ ■■ CENNE ■AIM ti m ''11al_'... ■1 H tn 1:13 - 1 111 - S:.11111`M 1 ■ 1 1 6 ID ■`i.`ll11i� ■■■U■■ 11 • RB2X6S ■l..�� ., ,... m 2 X 6 STORM BAR - TWO SPANS w WITH STEEL STIFFENER • OR82X6S2 1 0111T10 PSF uIuuiIIuIjiI IIiiiiIIIIp NhiIIi!iiiI _ iingirom I.L.Ermamrairsaah= '■'•,.,■■■,. ENO POST -IT 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS CO • ING WITH THE SOUTH : ' NG CODE DAT S FLORIDA '4 19436 BY ' PRODUCT 0 ROL DIVISION BUILDINr' -GOISE COMPLIANCE OFFICE ACCEPTANCE NO. . OI 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER OR82X6S3 OEFL. AT 10 PSF END POST 90 100 110 120 130 140 150 160 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN - THREE SPANS SHUTTER WIDTH - IN - THREE SPANS STORM BARS ffi POST STORM BARS POST ® , ® TOP SUPPORT 5 TWO SPANS TOP SUPPO 1 5 ss 5 a 5 PR 1 7 1996 0 cti O z ce N z cc I- 1-- IY 0 0 z 0 0 -J Ir O_ O to 0 rn 0 0 r7 ►n CS) —' — c1 c ai N COON 0C 0 < C� 0 M O) O L() O LO ( ) bi 0 a) . L a 0 T 0 D 0 g 1 1 1 1 drawing no. 95 -12 k3heet20of21 SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDRION = N +1 = SPAN CONDf11ON = N +1 = BOX HEIGHT = BOXh = IN. SHUTTER HEIGHT = Sh = IN. TRACK WIDTH = Tw = IN. BOX HEIGHT = BOXh = IN. STEP STORM BM HEIGHT = BL = SH –BOXh = IN. SLAT TRACK WIDTH = Tw = IN. SLAT SPAN = Ls = (Sw – 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L OR 2". AND STRESSES LESS THAN ALLOWABLE STEP FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = ' DEFLECTION OF S • = D1 = K • R1 SLAT 1 SLAT SPAN = Ls = (Sw – 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LO•• AND SPAN CONDMON TO MEET DEFLECTION < L/ • OR 2 ". AND STRESSES LESS THAN ALLOWABLE STORM BAR 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K • R1 AND STRESSES - THAN ALLOWABLE TRY STORM B • - SIZE : STORM BAR 3 FROM GRAPHS SELECT STORM BAR F6 R ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN L. • • & SPAN CONDTf1ON TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLO ABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH F. - 10 PSF READING FOR ABOVE STOR BAR = R2 DEFLECTION OF STORM B.. = Db = K • R2 EFFECT ON SLATS = 02 = Db /2 F$•M GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER IDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: HEADER (IF THERE IS NO HEADER SKIP STEPS 5 & 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIe , DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTIO < L /30 OR 2". AND STRESSES -S THAN ALLOWABLE. TRY HEADER SIZ 6 FROM DEFLECT1 ' N GRAPH FOR 10 PSF READING FOR :OVE HEADER = R3 DEFLECTION 0 HEADER = Oh = K • R3 EFFECT ON SLATS = D3 = Dh /4 TOTAL DEFLECTION = D = D 1 +D2 +D3 IN. Ls /30 7 TOTAL DEFLECTION = D = 01+D2+1)3 IN. - Ls /30 SHUTTER WIDTH = Sw = 1 N. NO. OF STORM BARS USED = N = SPAN CONDRION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGIiT = 8L = SH –BOXh = IN. TRACK WIDTH = Tw = IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw – 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L OR 2". AND STRESSES LESS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = ' DEFLECTION OF S • = D1 = K • R1 STORM BAR 3 . FROM GRAPHS SELECT ST• - M BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT DESIGN LOAD & SPAN CONDf11ON TO MEET DEFLECTIO < L /30 OR 2". AND STRESSES - THAN ALLOWABLE TRY STORM B • - SIZE : 4 FROM DE ON GRAPH FOR 10 PSF READING - •R ABOVE STORM BAR = R2 DEFLE ' ON OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 HEADER 5 F$•M GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER IDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 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 = D 1 +D2 +D3 IN. Ls /30 J ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPUER FACTOR = K = Pd /10 = POSITIVE LOAD NOTES: 1. IF FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSITIVE LOAD D > Ls /30 OR 2". REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. 3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPUER FACTOR = K = Pd /10 = APPROVED AS COMP SOUTH FLORIDA B NEGATIVE LOAD DAT BY PRODU ING WITH THE DING CODE 199 NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4S-63o -O I ENG1NEI3b HUUAYOUN FAROOQ PE ; 16357 APR 7 1996 of c 0 0 , ' 1 rn 0 0 � � m w l c �� c C t < o 0 D £ 11) 1'— .0 m 0 0 0 c v 1 i C drawng no. 95 -12 (s heet 21 of 21) BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 28.6 EVALUATE NEGATIVE LOADS AT ROOF . ELEVATI ❑N 42.8 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 20 31.1 45.3 30 34.9 49.1 40 37.9 52.0 50 40.4 54.4 60 42.5 56.4 80 46.2 48.5 79.4 110.3 59.8 62.8 102.8 142.7 100 49.2 51.7 84.7 117.6 ' 62.5 65.7 107.5 149.3 120 51.9 54.5 89.2 123.9 64.8 68.1 111.5 154.8 140 54.2 57.0 93.2 129.4 66.9 70.2 114.9 159.7 160 56.3 59.2 96.8 134.5 68.7 72.1 118.1 164.0 180 58.2 61.2 100.1 139.1 70.3 73.9 120.9 167.9 200 60.0 63.1 103.2 143.3 71.8 75.4 123.4 171.5 220 61.7 64.8 ' 106.0 147.3 73.2 76.9 125.8 174.8 240 63.2 66.4 108.7 151.0 74.5 78.2 128.0 177.8 260 64.7 68.0 111.2 154.5 75.7 79.5 130.1 180.7 280 66.1 69.4 113.6 157.8 76.8 80.7 132.0 183.4 300 67.4 70.8 115.9 160.9 77.9 81.8 133.9 185.9 320 68.6 72.1 118.0 163.9 78.9 82.9 135.6 188.4 340 69.8 73.4 120.1 166.8 79.8 83.9 137.3 1.90.7 360 71.0 74.6 122.1 169.5 80.6 84.9 138.8 192.8 380 72.1 75.8 124.0 172.2 81.6 85.8 140.4 194.9 400 73.2 76.9 125.8 174.7 82.5 86.7 141.8 196.9 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C AN ROOF ELEV EE SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE 4&5 4 5 &5 4 5 FEET + - - + - - 15 3 39.0 50.3 32.7 35.1 45.3 39.5 42.5 . 35.5 38.2 49.2 25 42.2 45.4 58.5 38.0 40.9 52.6 30 44.5 47.8 61.6 40.0 4.3.0 55.4 35 46.3 49.8 64.1 41.7 44.8 57.7 40 48.1 51.7 66.6 43.3 46.6 60.0 45 49.9 53.7 69.1 44.9 48.3 62.2 50 51.3 55.1 71.0 46.2 49.6 63.9 55 52.7 56.6 72.9 47.4 51.0 65.6 60 54.0 58.1 74.8 48.6 52.3 67.3 • • �. NOTES: BLDGS. 60 FT. HIGH OR LESS a = 109 OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND ..:SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. NOTE: GCPI FACTORS NOT INCLUDED NOTES : THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CE P 1996 THIS DOCUMENT IS NOT VALID WITHOUT AFC ENGINEER'S EMBOSSED SEAL. AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87 AVE MIAMI, FLORIDA 33174 (305) 264 -8100 AFC TS -20 , r,Q - • PS] ;n[1 sE-cm TiLL — _31 Q7 - • (, - " • A