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WS-07-1100, toe Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 800 NE 97 Street Miami Shores Village, FL 1132060142770 Block: Lot: IVAN BALL Owner information Address IVAN BALL 800 NE 97 ST MIAMI SHORES FL 33138 -2528 Valuation: Total Sq Feet: $ 8,000.00 94 Contractor(s) ROLLADEN INC Phone Cell Phone (954)454 -4220 Type of Work: SHUTTERS No of Openings: 1 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $110.00 $12.00 $2.75 $131.15 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Expiration: 01/01/2999 Total I Amt Paid I Aunt Due $ 0.00 $ 0.00 Payment Type: C COW $ 0.00 Phone Available Inspections : CeII Inspection Type: Shutter Attachment Shutter Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereundler in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 31, 2007 Date Thursday, May 31, 2007 1 DESCRIPTION PART # SLAT RON -68 #1117 TRACK RON -72 #1071 TRACK RON -73 #1070 1x2x1/8" TUBE #1019 2x2x1/8" TUBE #1022 2x3x1/8" TUBE #1024 2x4x1/8" TUBE #1023 2x6x1/8" TUBE #1026 1x1x1/16" ANGLE #1031 1x2x1/8" ANGLE #1029 2x2x1/8" ANGLE #1051 2x3x1/8" ANGLE #5012 2x4x1/8" ANGLE #5013 2x5x1 /8" ANGLE #5 lx1- 3/4X1/8" CHANNEL # RON -24 STORM BAR #1047 RON -57 STORM BAR # RON -56 STORM BAR #1044 RON-23 ALUM INSERT #1046 BOX DIMENSIONS SHUTTER HT. INDEX OF DRAWING SHEET NO. -DESCRIPTION 73" 1 95" EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS 119" 2 148" SINGLE SPAN DETAILS 181" 3 216" ANCHOR GRAPHS 4 N ISI 1 MULTIPLE SPAN INSTALLATION DETAIL 5 HEADER /MULLION CONNECTION DETAILS 6 DEFLECTION — STORM BAR ANCHOR DETAILS 7 MULLION & BOX ANCHOR DETAILS 8 THRU 13 POST (MULLION) LOADING CHARTS TOP SUPPORT LOADING CHARTS 14 & 15 16 THRU 20 STORM BAR LOADING CHARTS 1011111011110 ' 21 CALC. SHEET FOR OVERALL DEFLECTION BOX DIMENSIONS SHUTTER HT. HOOD HT. 48" 8" 73" 9" 95" 10" 119" 11" 148" 12" 181" 13 216" 14 kun tan ner ms ill ilIIlIII!!!!!lis ii 1111111,41 II � ___ts_ I_ � W � i1 Y_- _-__ 30 40 50 60 70 80 98 100 110 1221 1314 1 0 150 161 a --- -- ----L• - t — ' - - - --- __._- -'I-_4 _,... .. _._ _..•.f--- - -..._ _. .. . ..... .. �._.. ,Err. I = 9 9.0612 IN - 4/FT �. II N rc N ISI 1 1 11 , DEFLECTION — �IIN r 1011111011110 ' �1 R r�s 1 E. Mil N N r [Gt 78 r� N No = ! ..........................,....................,.;,....„.... IIIIIiiiIIiiIIIIIIpi- a --- -- ----L• - t — ' - - - --- __._- -'I-_4 _,... .. _._ _..•.f--- - -..._ _. .. . ..... .. �._.. rc DEFLECTION — ! _ [Gt 78 `WC S SING SPAN `\ � •: EP, I e 0 fd6L2 IN /FT ;Male% • 3460 IN -LB/FT 8 RLOSLTRV Rev. lL -LL -94 . t,,, ... ,... ......,, .. 30 40 50 60 70 80 90 100 110 120 130 40 150 160 SHUTTER WIDTH - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQ IRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DEFLECTION — [Gt 78 1 .899 I- RON -24 STORM BAR SLAT PERFORMANCE CHART 2.000 1.000 .125 - L I Fes- 1.750 FLOOR SHOE 2.000 2.000 ROhI3 TRACK 5.000 6.000 ALUMINUM TUBES .875- RON -56 STORM BAR 1 x 1 x 1/16" ALUMINUM ANGLE STIFFENER 12 GA. GALV. STEEL CHANNEL INSERT 125 TYP 2 .7 5 0 RON -57 STORM BAR 2.000 a 0 O 3.750 .078 TYP .250 FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. TYPICAL ELEVATION ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, rILES, ETC.) SLAT DEFLECTION AT 10 PSF LOAD ID 1. SHUTTER WIDTH - INCHES • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMP REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EUTI O HIGH VELOCITY HURRICANE ZONE. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 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. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 8. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION 5_ L/180. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 10. A LOAD DURATION INCREASE IN ALLOWABLE STRESS_ IS USED IN DESIGN OF WOOD ANCHORS ONLY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS l OF ASCE 7 -98. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: #1117 EXTRUDED ALUMINUM ROLLING SHUTTER ° DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN, INC. Engr: DR FLA PE . HUMA;Y3538 OUN :35' FAP X1 STRUCTJRES k' 16 f .A N. . JAN 9 flfl ; • •••• GENERAL NOTES • Lj' WITH • TJ • • INCLUDING* • C • • • • • N C 0 0 0 . 0 in aI a 0 0 0 5 0 s rn N 0 n N 0 0 n 0 0 0 W rc. m N. 0 U of r 0 (sheet 1 of 21) Roll Shutter Details ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD METAL A 4 2 - - B 2 - - C 2 2 - - D 4 2 - - E - - 4 - F _ - - - 2 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD METAL A 2 1 - - B 1 - - C 1 1 - - D 3 1 - E - - 3 - F - - - 1 #8x1" TEKS ® 18 O.C. ALTERNATE SILL NO BOTTOM TRACK 1x2x1/8" TUBE O TOP 11" LONG lxlxl /16" ANGLE CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL SEE ELEVATION 1 /2- 3" MN FOR 64" SPAN 3 -7/16" MIN FOR 86" SPAN 1 11 1-- J Fr == =- II 11 II II 1/8" STAINLESS STEEL BRACKET W/ ADJ. PLATE I mo' 1 SEE SCHEDULE RON -72 BOTTOM TRACK OPTIONAL RON -68 SLATS REEL RON -72 TRACK RON -68 SLAT --' GLASS RON -72 TRACK CONTINUOUS (2) #14x3/4" ELEVATION SINGLE SPAN TRACK ON WALL 1/4x1 -1/2" NAIL -IN ® 16" 0.C. SMS REEL _ lx2x1/8" TUBE 11" LONG dc WASt t ® 18" O.C. — 1- 1/4 " 1. --4 CONT. ALUM ANGLE /TUBE 2X2X1/8 " 2X3X1/8 " 2X4X1/8 "j 2XSX1 /8 "F _1_ J RON -73 TRACK 1x1x1/16" ANGLE #14x3/4" SMS ® 12" 0.C. lxlx1 /16" ANGLE -' Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. 2x2x1%4" CLIP ANGLE 2" LONG 2 x l! RON -68 SLAT- 2x2x1/4" CLIP ANGLE 2" LONG #14x3/4" SMS ® 12" 0.C. ® 12 6" O.C. 100 PSF 6 ® 6" O.C. UPTO 220 PSF LP3 ANGLE I BRACKET IL Li SINGLE SPAN WITH BUILT OUT ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) 2x4x1 /8" CLOSURE ANGLE 1/4x1 -1/2" NAIL -IN @ 8" 0.C. 2x5x1/8" BOTTOM ANGLE 2 x 2 x 1/4" CUP ANGLE W/ #14x3/4" SMS /// - 1 RON -Z3 TRACK I - 2x2x1 /8" TUBE CO TOP 11" LONG � (2) #14x3/4" SMS � • REEL 1t •' _ .4 'a P;�ONS i .- i 4" • 2x5x1/8" ANGLE © IMPACT SIDE #8x1" TEKS & WASHER ® 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" 3" MIN FOR 64" SPAN 3 -7/16" MIN OR 86" SPAN RON -68 SLATS Ij BRACKET CONT. TUBE MULLION SEE GRAPH 2x2x1/4" CLIP ANGLE 2" LONG 2 PER CENTER TUBE MULLION 1 PER .IAMB MULLION GLASS RON -73 TRACK lxlx1/16" ANGLE RON -73 TRACK - I REEL (2) #14x3/4" SMS SINGLE SPAN SPLIT SHUTTER W/ MULLION Engr: DR. HUMAYJUN E,:R000 STRUCTURES FLA. PE a 165:57 C.a.N. 3538 JAN 314 1/4 DIA. TAPCONS (3) INTO CONC. (4) INTO WOOD • • •MULLION •••• S!E GRAg' :• •• •• • • • • • • • • • • • •• •• • • • • • • •••• • • • • • FLOOR SHOE ••• • • • • ••• • rn N n 0 • • • • N 0 . a.) `.J 0. 0 0 0 +V 0 0 z O u N O 0 U 9, 1 O O x 1- N 0 W 2 q- 0 O 4 0 0 b. 1 n N 0 u m • drawing no. .0 u u sheet 2 of .21 FASTENER SPACING IN MASONg.' • • C $S ED ON TYPICAL EDGE DISW1'c = 12d." • LES DOGE DISTANCE DECREASE SPAPAIG"BY � MUL LYING WITH THE FACTOR BELQW . ° w • • /EDGE DIST. 1 12d =3 Od= 2 -1/2" 8 8d =2" 6 6d= 1 -1./2" 4d =1 -174. FACTOR 1 1.00/ 0.86 0 0.71 0 0.57 I 0.50 • • EXAMPLE: FOR 3:7/EDGE DIST. SPACING = 12" 0.C_ (FROM CHART) FO EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. ANCHOR CHAT r r RLDRsh1a2 .._ _ � r ~ -`'-..... ANCHOR CHART 1 RLDRSIA( 0.1 j m is- Ln @ \3 , St 8 \\N .... i cr N. _ f3 - ANCH0f2 5P4CINC . f - . , ` . . . .. .. . . .... . I . . . .. ... . . 1 . 1 I , . . m ANCHOR CHART 3 ! RummA3 GV 0. � III m • , • L immessmil. 1 111 5 1111 : 11111. 9 ILI 0‘ „1111■■ 1111 111■,. ■ � _ t, Millardi m 1111 ■ ■MEN LH L5 20 25 3H 35 TRIBUTARY WIDTH - INCHES LH L5 20 25 30 35 TRIBUTARY WIOTH - INCHES 40 N O c ) o J z m Ln O (9 0' t') 40 121 15 20 25 3H 35 40 TRIBUTARY WIDTH - INCHES ANCHOR CHART 4 CV -, cg LH L5 20 25 30 35 TRIBUTARY WIOTH I S -1 MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. I TD;0::TAo\.• 4AnnrI _ ANC ANCHOR ANCHOR ANCHOR() - ;14 ICAL ANCHORS: SW A L r'AN - 1/4" DIA. TAPCONS 1 -3/4" EMBEDMENT INTO 3000 PSI CON 1-1/4" EMBEDMENT INTO C -90 BL W - EAD 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. - 1/4" ZAMAC NAILIN ANCHORS 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR® — 1/4" RAWL CALK - IN ANCHOR TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK - - 1 /4" DIA. TAPCONS 1-1/2" MIN PENETRATION IN rO WOOD (S.G. =0.55) #14 SMS OR SELF DRILLING (TEKS) SCREWS INTO _ METAL STRUCTURES - (STEEL OR ALUMINUM 1/8" MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD = 3/4" TYPICAL END DISTANCE IN WOOD = 1" NO REDUCTION FACTOR IS REQUIRED Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 11 1 0557 C.A.N. 35:23 RAN .li `,00' •1 N tO LO '(4 p . � o O Ln r. ••.� 0 w o • Z • • • • :::I � � < • • a_ 0.•Q• + • • N F O ". •••• •• I r W p• • • • 1 ? A • <II • zsE• • • 06.-0 Ia.cv • • • • • o a 0 N -c N • • • • • w 0 N 0 0 0 0 . 0 4 N 0 0 y x 4- 4, m 0 0 0 R 0 O U 0 0 0 x 4- n 0, 0 W 1 0 a 0 rc 5- 0 0 N 4 x trl [V 0 ( drawing no. 94 -55 Sheet 3 of 21) OESIGN LOAD DESIGN LOAD m ANCHOR CHART 3 ! RummA3 GV 0. � III m • , • L immessmil. 1 111 5 1111 : 11111. 9 ILI 0‘ „1111■■ 1111 111■,. ■ � _ t, Millardi m 1111 ■ ■MEN LH L5 20 25 3H 35 TRIBUTARY WIDTH - INCHES LH L5 20 25 30 35 TRIBUTARY WIOTH - INCHES 40 N O c ) o J z m Ln O (9 0' t') 40 121 15 20 25 3H 35 40 TRIBUTARY WIDTH - INCHES ANCHOR CHART 4 CV -, cg LH L5 20 25 30 35 TRIBUTARY WIOTH I S -1 MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. I TD;0::TAo\.• 4AnnrI _ ANC ANCHOR ANCHOR ANCHOR() - ;14 ICAL ANCHORS: SW A L r'AN - 1/4" DIA. TAPCONS 1 -3/4" EMBEDMENT INTO 3000 PSI CON 1-1/4" EMBEDMENT INTO C -90 BL W - EAD 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. - 1/4" ZAMAC NAILIN ANCHORS 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR® — 1/4" RAWL CALK - IN ANCHOR TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK - - 1 /4" DIA. TAPCONS 1-1/2" MIN PENETRATION IN rO WOOD (S.G. =0.55) #14 SMS OR SELF DRILLING (TEKS) SCREWS INTO _ METAL STRUCTURES - (STEEL OR ALUMINUM 1/8" MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD = 3/4" TYPICAL END DISTANCE IN WOOD = 1" NO REDUCTION FACTOR IS REQUIRED Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 11 1 0557 C.A.N. 35:23 RAN .li `,00' •1 N tO LO '(4 p . � o O Ln r. ••.� 0 w o • Z • • • • :::I � � < • • a_ 0.•Q• + • • N F O ". •••• •• I r W p• • • • 1 ? A • <II • zsE• • • 06.-0 Ia.cv • • • • • o a 0 N -c N • • • • • w 0 N 0 0 0 0 . 0 4 N 0 0 y x 4- 4, m 0 0 0 R 0 O U 0 0 0 x 4- n 0, 0 W 1 0 a 0 rc 5- 0 0 N 4 x trl [V 0 ( drawing no. 94 -55 Sheet 3 of 21) OESIGN LOAD DESIGN LOAD LH L5 20 25 3H 35 TRIBUTARY WIDTH - INCHES LH L5 20 25 30 35 TRIBUTARY WIOTH - INCHES 40 N O c ) o J z m Ln O (9 0' t') 40 121 15 20 25 3H 35 40 TRIBUTARY WIDTH - INCHES ANCHOR CHART 4 CV -, cg LH L5 20 25 30 35 TRIBUTARY WIOTH I S -1 MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. I TD;0::TAo\.• 4AnnrI _ ANC ANCHOR ANCHOR ANCHOR() - ;14 ICAL ANCHORS: SW A L r'AN - 1/4" DIA. TAPCONS 1 -3/4" EMBEDMENT INTO 3000 PSI CON 1-1/4" EMBEDMENT INTO C -90 BL W - EAD 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. - 1/4" ZAMAC NAILIN ANCHORS 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR® — 1/4" RAWL CALK - IN ANCHOR TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK - - 1 /4" DIA. TAPCONS 1-1/2" MIN PENETRATION IN rO WOOD (S.G. =0.55) #14 SMS OR SELF DRILLING (TEKS) SCREWS INTO _ METAL STRUCTURES - (STEEL OR ALUMINUM 1/8" MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD = 3/4" TYPICAL END DISTANCE IN WOOD = 1" NO REDUCTION FACTOR IS REQUIRED Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 11 1 0557 C.A.N. 35:23 RAN .li `,00' •1 N tO LO '(4 p . � o O Ln r. ••.� 0 w o • Z • • • • :::I � � < • • a_ 0.•Q• + • • N F O ". •••• •• I r W p• • • • 1 ? A • <II • zsE• • • 06.-0 Ia.cv • • • • • o a 0 N -c N • • • • • w 0 N 0 0 0 0 . 0 4 N 0 0 y x 4- 4, m 0 0 0 R 0 O U 0 0 0 x 4- n 0, 0 W 1 0 a 0 rc 5- 0 0 N 4 x trl [V 0 ( drawing no. 94 -55 Sheet 3 of 21) OESIGN LOAD DESIGN LOAD STORM BAR CONNECTION TO FLOOR & CEILING NO. OF FASTENERS READ. EACH SIDE STORM BARS FASTENERS CONC. WOOD RON 24 RON 24 &23 RON 57 A D 2 - E - 2 RON 56 2 X 2 X 1/8" 2 X 3 X 1/8" A. D 2 - 1/4" SLEEVE ANCHOR - 3 2 X 4 X 1 ' �qE� �" - E - 3 2 X 4 X 1/8" W/ STIFFENER A, D 2 - E - 4 2 X 6 X 1/8" A, D 3 - E - 5 2 X 6 X 1/8" W/ STIFFENER __ A. D L 3 _ 6 ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE FASTENER EMBED P1: CONC. 3 /8 "0KWIK BOLT 2 -1/2" 1290 1 /2 "OKWIK BOLT 3 -1/2" 2130 5/8 OKWIK BOLT 4" 2850 BLOCK 1/4" SLEEVE ANCHOR 1 -1/8" 350 5/16" SLEEVE ANCHOR 1 -1/4" 375 3/8" SLEEVE ANCHOR 1 -1/2" 438 WOOD 1/4" DIA. TAPCONS 1-1/2" 499 _ 12.15 394 197 450 10.75 388 194 444 8.75 380 190 435 5.75 368 184 422 =MOD HEIGHT VARIES ANCHORS SEE SHEET 2 2x2x1/8" TUBE r # 14 X 3/4" S.MS 0 12" 0.C. UPTO 1 0 6" 0.C. UPTO 2 RON -68 SLA #8x1" TEKS & WASHER © 18" 0.C. ANCHORS 2x4x1/8' CLIP ANGLE 2x6x1/8" TUBE HEADER / 2x3x1/8" 2x4x1/8" (2) #14 SMS % 2x2x1/8" ANGLE 2" LONG - 2x4x1/8" MULLION (1023) 1X1X1/8" ANGLE r t -.-A 2x5x1/8" ANG % RON -68 SLAT MULTIPLE SPAN SECTION FOR MULLION ANCHOR SEE DETAIL NOTCH ANGLE 1=1/2 - , -- CONTINUE ML 11.I 1 N I1 j', AS REOOIREO. / CLIP ANGLE MULLION W/ #14x3/4 SMS 2x4x1/8" ANGLE 2x3x1/8" 2x2x1/8" 1x2xI/8" C ONTINUOUS ANGLE 1/4 "x2 -3/8" TAPCON ® 8" O.C. SEE SCHEDULE MULTIPLE SPAN PLAN. EA_D_ER O S- - O tW N SHUTTER HEIGHT MULLION HEIGHT STORM BAR r - 1/4" 0 FASTENERS 1 : 1 1 1 X 2 X 1.'8" + 1 4;.;k4 r:_IBE it 1_ CONNECT HEADER TO TUBE W/ 1/2" ALUM THRU BOLT 232 X 2 NO. OF FASTENERS IN WOOD ON EACH SIDE LOAD ON STORM BAR ANCHOR MAY BE CALCULATED AS. # REQD. _ SEE DET MUL ON / HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION L_ HEADER TUBE .al'•'.C1TY FOR FAi7ENER_sYSTEMJ cAL E ^ RUCTI.IRE ONNEC " =ICN WITH TUBE EXTENSION FASTENER A i A r E TRACK 2 X 5 X 1/8" ANGLE (2) # 14 X 3/4" S.M.S. d 1 REACTION = R= 4-x Sh X Sw 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 TRACK 1/4" TAPCONS 1-1/4" EMBED (� B" 0.C. TUBE. BOTTOM MULLION- CONNECTION TO - BUILT -OUT (2) 1/4" TAPCONS OR (2) # 14 S.M.S. TO BUILT -OUT ANGLE FLOOR SHOE 1__I L DIRECT HEADER CONNECTION TO STRUCTURE 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 5d SPACING STORM BAR BOTTOM CONNECTION VIEW "A -A" Engr: DR. HUMAYOLti'1 FAR000 STRUCTURES FLA. PE i 155 C A.N. .'538 Sw T j . 11 i -I •'• • • •••• • •••• ••• • • • • • • • • • • • • • • 'SCE SCHEDULE .�' # 14 S.M.S. 2/ ANGLE BUILT -OUT ANGLES 2 X 4 X 1/8" 9 -1/2" LONG ••• •• • • a • 4 •• •• • • • • • • •• • •• ••• (2) # 14 S.M.S. — 2X4X --1/8" ALUM TUBE 2 X 4 X 1/8" ALUM ANGLES 9 -1/2" LONG I :p Cii m 1-. w c` n o .3 Q+ 0 0 to y W •"N z M m r ') 1 w vole, •n vs g « F PP t • • • • • a rn 0 •0 • 11 N ° u in 0 • 0 0) O Q O 0) OJ tf) 8LJ.°0 m .1 z Z Z 0 Q O O N 0 0 a=. 0 0 0 V7 rc .> a, 0, N 0- v rn N. 0 L W S 4" 04 0 o• 0 0 0 i 0 V 0 N 0 3 iv O R 0 4 i r 0 u ) drawing no. 94-55 {gh ee} 4. of 91 1 Sh R ' 11Lnl.�tVIV kAC1 END MULLION REACTION (Rc) -" Swt Sw2 DESIGN LOAD = Pd = ( , °� PSF Sh 9.0 Sw1 aLL Sw2 HEADER CONNECTION TO CENTER MULLION Rc — Sh (Sw 1 + Sw2) Pd 4 HEADER CONNECTION TO END MULLION 4 Sh (Sw1 OR Sw2) Pd 4 CENTER MULLION ALL DIMENSIONS SHOWN Sh, Sw. Sw l ETC ARE IN FEET. OR Re /Rc< 3000 Ibs USE CONNECTION DETAIL QA e 'c •s USE CONNECTION DETAIL Re/Rc< 4442 lbs USE CONNECTION DETAIL © . rd) FAnr.P Ts IRC MIN 1/8" THICK . .. VL_LION .- AS REOD •.+MN /8" . - .. iiir1! 0 ' :'N 1171111111 1'111111117"r1!"1111!I ■ 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER MULLION TUBE REQD. MI 8" THICK HEADER TUBE AS REQD. MIN 1/8" THICK 1/ NUT 0. ALUM - BOLT LOCK WASHER L 1f 1 4 X ' '4" S.M.S Y ' EACH LE' x. ? X I 4" AL OM ANC E 6063 -T6) MI 1,111111111111.011111111111111li1i ACCESS HOLE Z HEADER TUBE AS READ. MIN 1/8" THICK r I (2) # 14 X 3/4" S.M.S. © EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG HLAUER TUBE - AS READ. MIN 1/8" THICK 1 Itt ALT. 1 HEADER /MULLION CONNECTION DETAILS ;:1 i 14 X 3/4" S.M.S. MULLION T:;BE ( EACH LEG71 AS RFQC, MIN _ 1N/ NUT & LOCK WASHER MULLION TUBE AS REQD. MIN 1/8" THICK (2) # 14 X 3/4" S.M.S. EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE 2 X '' X 1/4"-- ALUM NGLE f (6063 -T6) / HEADER TUBE AS REDD. MIN 1/8" THICK / I TUBE AS HEADER READ. MIN 1/8" THICK - .IL • 1 /' i-? 11 11111111h1'l11G'lll!11Y!'11111 r i I ! I I !� Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 165E7 C.A.N. 338 ALT. ( \f 0 J E- ~' Oo_ 1:14 X C4 L. O Ul UW •- 0 • ••. Z y M tit • • • •• I Q 5 "re *too" ' •• • • • ,. _ a- N — r • I P4 C 00 kv L 7_ ir I tc, or ,r, MIN 1/8" THICK f I fi "'AIM BOLT it LOCK w -.:TER • •••• • • • • • • •••• • • • • • •• •• •• • • • • • •• • • • • • • •• • MULLION TUBE AS REQD. MIN 1/8" THICK w/ NUT & UM BOLT LOCK WASHER ACCES HOLE • • • • • ••• J ^ w w • ?Irr --• z M ;614 W • • • � • W 0 z O J J W O 6 0 (1) au O 0 C rn r 0 • O) • O Q O W � a� U J U) Z � a0. m I C3 WC3 W Z -, O Lo 1- to 0 c c s i 0 N 3- O I1 3 u N • • N 0 0 3- m 0 o � O 4 0 O W v N 0 2 o co 0 W • 0 0 oi N 0 ( drawing no. 94.. -55 {sheet 5 of 2l STORM BAR WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) # ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL ALUM ANGLE 2 X 2 X 1/4" ALUM ANGLE 2 X 2 X 1/8" 2 1 A CONC. 545 278 D BLOCK 273 273 E WOOD 624 278 3 2 A CONC. 763 417 0 BLOCK 382 382 WOOD 1248 41? 4 , A ) ONC.� 090 556 T O CK _ 545 € WOOD 1248 556 5 3 A CONC. 1226 695 D BLOCK 613 613 E WOOD 1871 - 695 Sw LOAD ON STORM BAR IF P > CAPACITY OF SHALL BE DESIGNED FASTENERS ON JOB TO NUMBER OF FASTENERS/SIDE STORM BAR SIZE RON -24 RON -24 &23 RON -57 RON -56 2 X 2 X 1/8" z X 4 X 148 2 X 6 X 1/8" 2 X 6 X 1/8" W/ STIFFENER # 14 S.M.S. 3 ALL DIMENSIONS SHOWN Sh. Sw. Sb ETC. ARE IN FEET. H EA D ER STORM BAR # 14 S.M.S. ANCHOR = P = S X Sb X Pd X FACTOR 2 X ( # OF SPANS) SHOWN, ANCHORAGE SYSTEM JOB BASIS. FACTOR = 1.25 FOR 2 SPANS = 1.10 FOR 3 SPANS Sb = STORM BAR HEIGHT + + BUILT -OUT ANGLES 2 X 4 X 1/8" � 9 -1/2" LONG OUTSIDE STORM BAR BUILT —OUT ANCHOR DETAIL 7 -- TRACK 2 X 2 X 1/4" CLIP ANGLE COI EACH SIDE W/ # 14 S.M.S. ALUM ANGLE WALi. - L 'EADE 1 3EirVEEn: MULLIONS _E nE' r SEE SCHEDULE STORM BAR TRACK - 2 X 5 X 1/8" CONT. ALUM ANGLE 6063 -T6 t )c c2. d•�� 2-1," ^ {/ - SEE SCHEDULE # 14 X 3/4" S.M.S. CHANNEL OR 1x2x1/8" ANGLE • _SEE SCHEDULE (2) 1/4" THRU BOLT W/ LOCK NU OR (2) # 14 X 3/4" '\M.S. EACH SIDE INSIDE STORM BAR TO WALL ANCHOR DETAIL SEE MULLION ANCHOR DETAIL ' •. L J \"../ .� ! t I HEADER TRACK HANNEL OR 22x1/8" ANGLE -- INSIDE /OUTSIDE STORM BAR ON TO FLOOR ANCHO _ AIL • • Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 2 X 2 X 1/8" CLIP ANGLE TO CEILING EACH SIDE 2 X 2 X 1/8" X 2" ALUM CLIP ANGLE W/ (4) # 14 S.M.S. • • TOP & BOTTOM • • • •• • MULLION (CONTINUOUS) SEE MULLION ANCHOR DET; L • •• •• • • 0000 • • •• •• • • • (2) 1/4" .•U BOLT • • W/ LOCK • • OR • • • • (2) # 14 X 3/4" S.M.S. •• EACH SIDE •• • . • • •• • • • • • • • • • •• •. •l1. /3. p1 •N to 0 �Ul a 0 u • m • • • — • • D a) O ct O • W N) O J U7 Z 8 � 00 m z a NO L z '� z J O t.0 O to = v c a cn 0 v JO co 0 0 x 1- 0 . 0 0 0 z 0 W 0 0 w N 1 0 0 N 0 0 0 S 0 0 W 0 z 4 0 0 4 x 1- oi ev 0 ( r •. y1 N . 1.0 0 n .0 ( ) drawing no.1 (s heet 6 of 211 MULLION CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REQD. EACH SIDE MUWON SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD CONC. WOOD 2X2X 1/8 " 2X3X 1/8" A 2 - I - 9 4 - 3 - C 2 - - 2 - E — - - 3 - 2 2 X 4 X 1/8" A 3 - 2 - - - B 7 - S C 4 - 3 - E - 5 - 3 2 X 4 X 1/8" W/ STIFFENER 1/2" 0 KWIK BOLT 1 - 1 - 2 X 6 X 1/8" 1/2" 0 KWIK BOLT 2 _ 1 2 X 6 X 1 /8" W/ STIFFENER 11.25 5 A CONC. 2725 D BLOCK 1363 E WOOD 3119 13.75 6 A CONC. 3270 D BLOCK 1635 E WOOD 3743 CLIP ANGLE CONNECTION I NUMBER OF FASTENERS /S:DE M1_,1 _. ,,N •3,E ' y 14 S M.S. +' x 2 < 1 j8"I 2 X 6 X 1/8" W/ STIFFENER 2 X 6 X 1/8" W/ STIFFENER 5 7 MULLION TUBE AS REQD. MIN 1/8" THICK WALL CONNECTION TOTAL LOAD ON MULLION P — Pd - Sh X S =$, „Hs- tbs 4 p = Sh 2 Sw Pd = Lbs LOAD AT ANCHOR AT TOP = Pt = AT BOTTOM = Pb P ' Sb Sh ▪ P - Pt = (END MULLION) (CENTER MULLION) Lbs Lbs ANGLE 1ENGTH IN 2 X s.- SAME AS ABOVE Sh MULLION WALL ANCHOR CAPACITY (Lbs) 1/4 ANC • /SIDE S ANCHOR L. _ D IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. BASE MAT .31AL ONC. K -} WOOD f 1871 CONC. 2180 1090 2490 BLOCK END MULLION CENTER MULLION S -�- CAPACITY OF CONN€ ‹.:Cr .. MULLION TUBE AS READ. MIN 1/8” THICK SEE TABLE BELOW ALL DIMENSIONS SHOWN Sh, Sw, 5b ETC. ARE IN FEET. SEE TABLE BELOW ' , . j__ _:. -.. -- 1 I, 1 I 4 SLAB CONNECTION ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR D • • • • • •• • • •••• • • •••• • • •• • • • • • • • • • • • •• • ANCHOR DESCRIPTION: - 1/4" DIA. TAPCONS 1 -3/4" EMBEDMENT INTO 3000 PSI CONC. 1 -1/4" EMBEDMENT INTO C -90 BLOCK - 014 SMS Wj RAWL SCRU -LEAD 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. - 1/4" ZAMAC NALLIN ANCHORS 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C- 90 - BLOCK - 1/4" RAWL CALK -IN ANCHOR TOTAL ANCHOR BODY INTO 3000 PSI OR C -90 BLOCK - 1/4" DIA. TAPCONS 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 CONC. a ti • • • •• • • • • • • •• • • •• r • • • • W D 0 00 0 J J r-. in O in y G) lei 0 O cc 0 In w z z 0. (n Es w z c� z w • • 11 rot m 0 u CI ^' I . I II I; • • • • • O O) O fX O w z0IJ 00 —o co z z z Qtr. J O J ©O cc U .1 0 n 0 0) 'C7 .0 0 u n N °' - 0 O O -0 O O ,c w t i m 0 N N 1-- 4 0 0 w x n 0 0 0 = m N d L. 0 drawing no. 94-55 I Sheet 7 of 21 \ \ , --- -,2,--, A_ \ \ RP2x2CE1 MAX. DEFL. SPAN /I80 - ' 36 M_ a ;, -- I{ \ .. \ 3 . N IIII ME . r Iliiii■ 36" 11111 -11111,14.- 111116. S f U T r E R HT . ENNIL Mil .•--1 = 11111111111111114, rirmirdid• ■ MAX E MAX. OEFL. L. SPAN /180 \ \ , --- -,2,--, A_ \ \ RP2x2CE1 MAX. DEFL. SPAN /I80 - ' 36 M_ a ;, I{ \ r' -&J J. 1 , --- -,2,--, A_ . - L M_ a ;, I{ N W CA 01 W ID 0_ CD 0_ z 0 H m Lr) LI O 0) 0 m N m ID N -1 m .--i W C!) ID cc 0 z co co H 0) LJ 0 m 2 x 2 POST - SINGLE SPANS 30 40 5 60 70 80 MODULE WIOTH - IN. - SINGLE SPANS POST END POST--..-- - MODULE WIDTH 2 x 2 END POST - SINGLE SPANS RP2X2ED1 MAX DEFL SINGLE SPANS SPAN /180 30 - 7 GO MODULE WIDTH 60 70 80 MODULE WJflr% -1 - IN - STNLftF SPar.,c LJ LY ) LJ a. z 0 H U) LJ O ID (f 0_ 0' ID M t4 J 0_ , o_ z ID L' U) U) m W V O r) ID 0` () co x 2 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN - TWO SPANS STORM BARS STORM BARS POST MODULE WIDTH MODULE WIDTH TWO SPANS END POST --- 2 x 2 END POST - TWO SPANS r-1..:1 `.; 11..E LJiil 'r+ LN - T 'aLl L u) 1sI m N m .D Ln RP2X2CE3 MAX. DEFL. SPAN /180 ID RI ID >9 N L9 U) ID 2 x 2 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS i`I I.; O U L t. :J L IIII =- -- CLL13 7: 11 MI c °' m` ■ o m - - ' M NT= .. ... - E-E - • TM 60 60 70 80 90 100 1 0 120 1:30 0 100 1 1'. 120 1 m m 1 THREE SPANS 2 END POST - THREE SPANS RP2X2ED3 MAX. DEFL. SPAN /180 UTTER HT. HT STORM BARS 4- MODULE WIDTH Engr: DR. HUMAYOLN FAR000 STRUCTURES FLA. PE !{ 15557 END POST 3 +trek 130 1 , 10 ISO 160 - I N . - i HF?EE SPANS • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • t • • • • • • • • •• • •4•• • • •••• F- O D_ a D 0 0 Lt) • • O O Cc O W J - " - O CO z ¢ 5 z Q -J V1 u,$ ) • •T< D ! N cD Nfl • • • • • 0 .; 4- v 0 Q U !n 0 T _a) 0 0 0 4- N o' 0 U a 0 O O 0 N 0 O CO 0 a l rz 0 T drawing n0. j 94 -55 6 sheet 8 of % M_ N 36" 111116. 111 .•--1 = ■ liala illaN21111111111 a hham._ lain WI z M 41111 U TER H T. IMO Imam n --•1 911 Wrilll III ill 1111IMAIMMIIIA .0 .4- _ M -�--- 41 - - -- _ MAX. DEFL SPANJIBO W CA 01 W ID 0_ CD 0_ z 0 H m Lr) LI O 0) 0 m N m ID N -1 m .--i W C!) ID cc 0 z co co H 0) LJ 0 m 2 x 2 POST - SINGLE SPANS 30 40 5 60 70 80 MODULE WIOTH - IN. - SINGLE SPANS POST END POST--..-- - MODULE WIDTH 2 x 2 END POST - SINGLE SPANS RP2X2ED1 MAX DEFL SINGLE SPANS SPAN /180 30 - 7 GO MODULE WIDTH 60 70 80 MODULE WJflr% -1 - IN - STNLftF SPar.,c LJ LY ) LJ a. z 0 H U) LJ O ID (f 0_ 0' ID M t4 J 0_ , o_ z ID L' U) U) m W V O r) ID 0` () co x 2 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN - TWO SPANS STORM BARS STORM BARS POST MODULE WIDTH MODULE WIDTH TWO SPANS END POST --- 2 x 2 END POST - TWO SPANS r-1..:1 `.; 11..E LJiil 'r+ LN - T 'aLl L u) 1sI m N m .D Ln RP2X2CE3 MAX. DEFL. SPAN /180 ID RI ID >9 N L9 U) ID 2 x 2 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS i`I I.; O U L t. :J L IIII =- -- CLL13 7: 11 MI c °' m` ■ o m - - ' M NT= .. ... - E-E - • TM 60 60 70 80 90 100 1 0 120 1:30 0 100 1 1'. 120 1 m m 1 THREE SPANS 2 END POST - THREE SPANS RP2X2ED3 MAX. DEFL. SPAN /180 UTTER HT. HT STORM BARS 4- MODULE WIDTH Engr: DR. HUMAYOLN FAR000 STRUCTURES FLA. PE !{ 15557 END POST 3 +trek 130 1 , 10 ISO 160 - I N . - i HF?EE SPANS • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • t • • • • • • • • •• • •4•• • • •••• F- O D_ a D 0 0 Lt) • • O O Cc O W J - " - O CO z ¢ 5 z Q -J V1 u,$ ) • •T< D ! N cD Nfl • • • • • 0 .; 4- v 0 Q U !n 0 T _a) 0 0 0 4- N o' 0 U a 0 O O 0 N 0 O CO 0 a l rz 0 T drawing n0. j 94 -55 6 sheet 8 of % u._ U) w CC D U) Ln D_ z H w 0 m w 0 )ST SINGLE SPANS 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST END POST MODULE WIDTH I MODULE WIDTH ---=i SINGLE SPANS 2 x 3 END POST - SINGLE SPANS CC En 0 z 0 H Ln w D STORM BARS x 3 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS I MODULE WIDTH MODULE WIDTH END POST TWO SPANS 2 x 3 END POST - TWO SPANS @ x 3 POST - THREE SPANS _-.`.- -� is m mu mlimomm ■ RP2X3CE3 MAX. DEFL. SPAN /180 36" SI- U rE 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 3 END POST - THREE SPANS HT. m Cn a. W .- CC 0, Cn @ w@ Ll: 0 @ C1) w@ 0 .0 RP2X3EO1 MAX. DEFL. SPAN /180 n 30 40 S0 60 70 80 MOO(.tl.-_ :4 EDTH - rN . s I NI;t. _ SPANS w Ln 0) a 0 H w O 60 70 B0 90 100 1 1 0 1. i. !ti' `7ODUL E w l:O TH IN. - TWO SPANS SI....`_ KM ......IIMIIMa■- INIMPAIMIN immammiubain... RIBTEMMIIIIiid„ .0.000 -�.vm \..mi'�_� ...as .ii_.i anew, i s . ..�. � _I� i�iii C a.-6,-...wwimak.-:its mos.•.— Miamian NM -. RP2X3E03 MAX. OEFL . SPAN/1 0 4 4 m IsJ tAL a0 100 1 L L1 NlODuL_E wIDT. 1 N 30 14.? l 10 1 FARE E. SPAN s l E 0 NEhgr: DR. HUMAYeUN FAROOG STRUCTURES FLA. PF '6557 CA. 3538 • . • • • .• • • 00 00 • • •00 • •0••..P• • • •• •• • • • • • • • • • • •• • •. • •. • • • • • • • • •• • • •• •• • • . 1— D_ 0 C.D z 0 0 1 1— 0 D_ c • a U a .n • •. C) 0 o > M . cif U w In Z� °o — m 1 < 0 in Ln C7 • • z 0 Y, f- 0 1 U 1- O 1 z 1 drawing no. 94 -55 sheet 9 of 2 i El MOM ri i i _f . 1 MEI ...:= ni _ _ III 00 00 0 .35 .. __._ _ ... .. _-- -- -I \el N MI `: am 1 a i Loi ■1111 �SallIIIIti-III4 NM r..... • 1111 MEN `� L2 =► - 1 • i—�__ `_ 111M4- lirm 1111 1111.5111 11111111 111111111111 73 RI MEI `� MM. --__19111111 111111141 MON na 1111 1111 = SI @ lal 11111111 On MAIM :-.11141 NM IVM 1111______ WEN -- __reari_ @ RP2X3CE1 MAX. DEFL. SPAN /180 ' ___ .\i.iMEM .' ' —_- :EOM .1 � 1 E RP2X3CE2 MAX. DEFL. SPAN /180 - 7��L�' '■■ -.M al rrn ,r,r rJ 1 $ 1111 u._ U) w CC D U) Ln D_ z H w 0 m w 0 )ST SINGLE SPANS 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST END POST MODULE WIDTH I MODULE WIDTH ---=i SINGLE SPANS 2 x 3 END POST - SINGLE SPANS CC En 0 z 0 H Ln w D STORM BARS x 3 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS I MODULE WIDTH MODULE WIDTH END POST TWO SPANS 2 x 3 END POST - TWO SPANS @ x 3 POST - THREE SPANS _-.`.- -� is m mu mlimomm ■ RP2X3CE3 MAX. DEFL. SPAN /180 36" SI- U rE 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 3 END POST - THREE SPANS HT. m Cn a. W .- CC 0, Cn @ w@ Ll: 0 @ C1) w@ 0 .0 RP2X3EO1 MAX. DEFL. SPAN /180 n 30 40 S0 60 70 80 MOO(.tl.-_ :4 EDTH - rN . s I NI;t. _ SPANS w Ln 0) a 0 H w O 60 70 B0 90 100 1 1 0 1. i. !ti' `7ODUL E w l:O TH IN. - TWO SPANS SI....`_ KM ......IIMIIMa■- INIMPAIMIN immammiubain... RIBTEMMIIIIiid„ .0.000 -�.vm \..mi'�_� ...as .ii_.i anew, i s . ..�. � _I� i�iii C a.-6,-...wwimak.-:its mos.•.— Miamian NM -. RP2X3E03 MAX. OEFL . SPAN/1 0 4 4 m IsJ tAL a0 100 1 L L1 NlODuL_E wIDT. 1 N 30 14.? l 10 1 FARE E. SPAN s l E 0 NEhgr: DR. HUMAYeUN FAROOG STRUCTURES FLA. PF '6557 CA. 3538 • . • • • .• • • 00 00 • • •00 • •0••..P• • • •• •• • • • • • • • • • • •• • •. • •. • • • • • • • • •• • • •• •• • • . 1— D_ 0 C.D z 0 0 1 1— 0 D_ c • a U a .n • •. C) 0 o > M . cif U w In Z� °o — m 1 < 0 in Ln C7 • • z 0 Y, f- 0 1 U 1- O 1 z 1 drawing no. 94 -55 sheet 9 of 2 i El is . MEI ...:= ni ..._ OM 0 .35 .. __._ _ ... .. _-- -- -I \el N MI am 1 a i Loi ■1111 NM r..... 1111 MI `� L2 =► - INN • i—�__ `_ 1111 1111.5111 11111111 111111111111 11111111 1111.„ `� --__19111111 na 1111 1111 1111 11111 lal 11111111 On MAIM 11.1.111111■11■1 1111______ WEN -- __reari_ @ RP2X3CE1 MAX. DEFL. SPAN /180 ' ___ .\i.iMEM .' ' —_- :EOM .1 � 1 u._ U) w CC D U) Ln D_ z H w 0 m w 0 )ST SINGLE SPANS 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST END POST MODULE WIDTH I MODULE WIDTH ---=i SINGLE SPANS 2 x 3 END POST - SINGLE SPANS CC En 0 z 0 H Ln w D STORM BARS x 3 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS I MODULE WIDTH MODULE WIDTH END POST TWO SPANS 2 x 3 END POST - TWO SPANS @ x 3 POST - THREE SPANS _-.`.- -� is m mu mlimomm ■ RP2X3CE3 MAX. DEFL. SPAN /180 36" SI- U rE 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 3 END POST - THREE SPANS HT. m Cn a. W .- CC 0, Cn @ w@ Ll: 0 @ C1) w@ 0 .0 RP2X3EO1 MAX. DEFL. SPAN /180 n 30 40 S0 60 70 80 MOO(.tl.-_ :4 EDTH - rN . s I NI;t. _ SPANS w Ln 0) a 0 H w O 60 70 B0 90 100 1 1 0 1. i. !ti' `7ODUL E w l:O TH IN. - TWO SPANS SI....`_ KM ......IIMIIMa■- INIMPAIMIN immammiubain... RIBTEMMIIIIiid„ .0.000 -�.vm \..mi'�_� ...as .ii_.i anew, i s . ..�. � _I� i�iii C a.-6,-...wwimak.-:its mos.•.— Miamian NM -. RP2X3E03 MAX. OEFL . SPAN/1 0 4 4 m IsJ tAL a0 100 1 L L1 NlODuL_E wIDT. 1 N 30 14.? l 10 1 FARE E. SPAN s l E 0 NEhgr: DR. HUMAYeUN FAROOG STRUCTURES FLA. PF '6557 CA. 3538 • . • • • .• • • 00 00 • • •00 • •0••..P• • • •• •• • • • • • • • • • • •• • •. • •. • • • • • • • • •• • • •• •• • • . 1— D_ 0 C.D z 0 0 1 1— 0 D_ c • a U a .n • •. C) 0 o > M . cif U w In Z� °o — m 1 < 0 in Ln C7 • • z 0 Y, f- 0 1 U 1- O 1 z 1 drawing no. 94 -55 sheet 9 of 2 i El is . MEI ...:= ni OM MM. linho. \ii\iiii\ \el N MI am 1 a i Loi ■1111 NM r..... na IIVISIIMEMIN lal On MAIM 11.1.111111■11■1 WEN @ EMI ".'TA .\i.iMEM .' :EOM .1 � 0000.. -.M al RP2X3ED2 • MAX. DEFL. SPAN /180 W � u._ U) w CC D U) Ln D_ z H w 0 m w 0 )ST SINGLE SPANS 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST END POST MODULE WIDTH I MODULE WIDTH ---=i SINGLE SPANS 2 x 3 END POST - SINGLE SPANS CC En 0 z 0 H Ln w D STORM BARS x 3 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS I MODULE WIDTH MODULE WIDTH END POST TWO SPANS 2 x 3 END POST - TWO SPANS @ x 3 POST - THREE SPANS _-.`.- -� is m mu mlimomm ■ RP2X3CE3 MAX. DEFL. SPAN /180 36" SI- U rE 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 3 END POST - THREE SPANS HT. m Cn a. W .- CC 0, Cn @ w@ Ll: 0 @ C1) w@ 0 .0 RP2X3EO1 MAX. DEFL. SPAN /180 n 30 40 S0 60 70 80 MOO(.tl.-_ :4 EDTH - rN . s I NI;t. _ SPANS w Ln 0) a 0 H w O 60 70 B0 90 100 1 1 0 1. i. !ti' `7ODUL E w l:O TH IN. - TWO SPANS SI....`_ KM ......IIMIIMa■- INIMPAIMIN immammiubain... RIBTEMMIIIIiid„ .0.000 -�.vm \..mi'�_� ...as .ii_.i anew, i s . ..�. � _I� i�iii C a.-6,-...wwimak.-:its mos.•.— Miamian NM -. RP2X3E03 MAX. OEFL . SPAN/1 0 4 4 m IsJ tAL a0 100 1 L L1 NlODuL_E wIDT. 1 N 30 14.? l 10 1 FARE E. SPAN s l E 0 NEhgr: DR. HUMAYeUN FAROOG STRUCTURES FLA. PF '6557 CA. 3538 • . • • • .• • • 00 00 • • •00 • •0••..P• • • •• •• • • • • • • • • • • •• • •. • •. • • • • • • • • •• • • •• •• • • . 1— D_ 0 C.D z 0 0 1 1— 0 D_ c • a U a .n • •. C) 0 o > M . cif U w In Z� °o — m 1 < 0 in Ln C7 • • z 0 Y, f- 0 1 U 1- O 1 z 1 drawing no. 94 -55 sheet 9 of 2 i . 6.. 1111■1111111■11 "1 111111R1 1111 NM ` ,, _— 1111 , / 1 /1 1 ma N. 1111 NJ „,,,„„ 091 BE N HT. 1111 _ --1111 11111111 m = -1•11— 1111 4 4 E \ 1111E111 ._s 1 10 NMIIIIIIIIIIIiiIrIEMIEMICIA ill ti \ ,1 ■ ( SHL F ■ u'B UM MEM � ill. --mu co 9 '° wij _`_—__1111—_ 1111 4.. � s) 11111111 El MMUS= MOIMMMMINIM Mk MM -_ - M W . = III . .-a = • me IS al 7 8 - IR. �' - __ - - RP2X4E01 MAX. DEFL. SPAN/1801 5z ::: ...nros '111'.`._-K' .`�12..1EIE le 1m' 17 M._ 1.1 RP2X4CE1 MAX. DEFL. SPAN /180 ■ ' �- 1 ---- ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET 11111111 1111■1111111■11 . 111111R1 1111 NM -' ,, _— 1111 , 1_11► - IMIIIMP111111 ma N. 1111 NJ „,,,„„ 091 BE N HT. 1111 _ --1111 11111111 m = -1•11— 1111 4 4 E \ 1111E111 ._s 1 10 NMIIIIIIIIIIIiiIrIEMIEMICIA ► ,1 ` ______ b1 90 111111111111111! 1111 �— � n --mu co 9 '° wij _`_—__1111—_ 1111 4.. � s) 11111111 mica] MOM -_ ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET 11111111 1111■1111111■11 . 111111R1 1111 NM -' ,, _— 1111 , 1_11► - IMIIIMP111111 ma "11111�_TEF 1111 wiNI Ilii 1111 „,,,„„ 091 BE 11111111 ,._- 111111111111 E IMIIIIM MIC I HT. 1111 _ --1111 11111111 m = -1•11— 1111 4 4 E \ 1111E111 ._s likhr, a - 10 NMIIIIIIIIIIIiiIrIEMIEMICIA ► E ` ______ b1 90 111111111111111! 1111 �— � n --mu co 9 '° wij _`_—__1111—_ 1111 4.. 1111 s) 11111111 mica] MOM ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET 11111111 1111■1111111■11 . 111111R1 1111 NM -' ,, _— 1111 , 1_11► - IMIIIMP111111 ma "11111�_TEF 1111 wiNI Ilii 1111 „,,,„„ 091 BE 11111111 ,._- 111111111111 E IMIIIIM MIC I HT. 1111 _ --1111 11111111 m = -1•11— 1111 _'.`m._._ Is. 111-1911`414 1111E111 ._s likhr, a - 10 NMIIIIIIIIIIIiiIrIEMIEMICIA ► E ` ______ b1 90 111111111111111! 1111 �— � n --mu co 9 '° wij _`_—__1111—_ 1111 4.. 1111 s) 11111111 mica] MOM -_ III . .-a 1621111111111a11,- ..` s) IS al 7 8 - IR. �' - __ - - RP2X4E01 MAX. DEFL. SPAN/1801 5z ::: ...nros '111'.`._-K' .`�12..1EIE le 1m' 17 M._ 11111111 111E1IrlilIMMIlli .-_ 6 - —. MOB m ►111 Mai. 11 ���r' ��� III SI ramu -'- _ iiramwasura aim RP2X4CE2 MAX. DEFL. SPAN /180 Niment no.- RP2X4ED2 MAX. DEFL SPAN/180 , .-� __ I --�-- 111111117 I 1 1 , r r I PSII 1111 1111 1111 1/11 ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET 11111111 1111■1111111■11 111111 111111R1 1111 NM -' 1111 _— 1111 - --- 1_11► - IMIIIMP111111 ma 1111 1111 wiNI Ilii 1111 „,,,„„ 091 BE 11111111 ,._- 111111111111 E IMIIIIM MIC I 1111 _ --1111 11111111 11111111 -1•11— 1111 N II 10 NMIIIIIIIIIIIiiIrIEMIEMICIA ► E ` MINIM b1 90 111111111111111! 1111 �— � n co 9 '° wij _`_—__1111—_ 1111 1111 s) 11111111 mica] MOM -_ III . .-a 1621111111111a11,- ..` s) IS 7 8 - IR. �' - __ - - RP2X4E01 MAX. DEFL. SPAN/1801 ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET MI 111111 NM - --- m - IMIIIMP111111 ma MN MIMI N II 10 ► '111 ` 111111"111■11111111.111 WI MI - "q41111 fil 111111 111 mica] -_ III . .-a 1621111111111a11,- ..` 1111.._ 7 8 - .- '_ 5z ::: ...nros '111'.`._-K' .`�12..1EIE le M._ aim Nowill, 111E1IrlilIMMIlli .-_ 6 - —. m ►111 11 ���r' ��� - .� SI ramu -'- _ iiramwasura aim Niment no.- RP2X4ED2 MAX. DEFL SPAN/180 , .-� __ I --�-- ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET 111111 111111 111_ - --- - IMIIIMP111111 ■-ii \111 i��111 '111 111111"111■11111111.111 111111111 - "q41111 111111 III mica] -_ III 1111.._ 7 8 - 111111111 III - .� N. NANO III 111 ilmi■NAMIWAIIMMIIIIIHIII 101111�� 1 08 �VI�-M _ RP2X4ED3 MAX . DEFL . SPA / 1 80 ti!l lL r) V7 n W Cr 0 CO U) W Cr 0_ z D U) D IS/ 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS 4 POST - SINGLE SPANS MODULE WIDTH F' MODULE WIDTH --= SINGLE SPANS 2 x 4 END POST - SINGLE SPANS 30 40 50 END POST 60 70 80 MODULE WIDTH - IN • ':SINGLE SPANS m 0' LL n STORM BARS 2 x 4 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 4 END POST - TWO SPANS 60 70 80 90 NODULE 4 IU T-+ 100 IN. 110 120 L.3::) TWO SPAN ru \_ 4 \ ....'.'ER 0 111112 .- .....`..1.1... ...... \ '.:���i�iii'i�ill0 ...'.....11L9 1. .- .•...L...... '...... RP2X4CE3 MAX. OEFL. SPAN /180 61 2 x 4 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS ?0 100 110 MODULE W I THREE SPANS 2 x 4 END POST - THREE SPANS 0 1.30 140 150 160 IN. - THREE SPANS Engr: DR 4(MAYOUN FAROOD TRUCTURES FLA. PE # ;6557 AN. 3538 'AN r r • .7 "4 U v a I o_ X O Q N- U w •- 0 ::: :0411 :: : • Z �o • I c . Z ) • • • • • • w .-• o••�e ++ • • • • •• • • • • ••••sue • • • • • • • • • • •• • • •• • • • 1 H 2 0 0 Q 0 J 1— U 0 0 0 II m 0 V c O a U 0) .a U) 0 -o N 0i 0 0 ` C 0 v 0 0 W 0 W U O Z O N 0 W 0 m 0 J 0! 0;; N' C 8 u J ) L— drawing no. 1 94-x55 ;. (heel 10 of21)I DESIGN PRESSURE NO CHANGE THIS SHEET MN III EN MI III NM _ - - III RIO . 4 - L ._._ .._: `.. 1 i `` _. - - ___ II= ----- -� - -- 0 ,■.,.■-10111 II I \l. E, c1 L 161 Mill_15.111 EMI Illigaillii=1111111■1A 'MIME 'CM ill 1111211/1111 MILI 111 11E1111 ,'■.'' MI -- -10- III _ ill ME Will 1111111111,101111. W ill111111111 - mi RIVIMINEKIL wawa 111111111118111111111111 till MB -affi = ` Mani __.... -`� _ 84" III SE liar MINIM 291.111M immommil ____ : :� ■Al RP2X4SF1 MAX. OEFL. SPAN /160 -_ l i . . i .r, Iii -y ..` ----- -IIIII ILMAMAN' - au Rime All - RP2X4SF3 MAX. OEFL. SPAN /180 MN III EN MI III NM 13 III RIO L 1111 III -__ __ II= ,■.,.■-10111 II I c1 L 161 Mill_15.111 EMI Illigaillii=1111111■1A 'MIME 'CM -IM 84- 1111211/1111 MILI 111 11E1111 ,'■.'' MI -- -10- -�� _ ill ME Will 1111111111,101111. W ill111111111 - RIVIMINEKIL wawa 111111111118111111111111 till MB -affi = ` Mani __.... -`� _ III /190 rr9n,Lmi liar MINIM 291.111M immommil ____ : :� ■Al RP2X4SF1 MAX. OEFL. SPAN /160 -_ l i . . i .r, -- -y ..` `PRE4- SLUT TEF - .'•allreal.a rfif li∎ _-• .MELTA 02 0 OMM RP2X4SF2 MAX. OEFL. SPAN /180 1 hhh i1„„ „ , I1 i in ..„ 1111 1111 .„e „n TITr MN EN MI 13 la RIO L 1111 III -__ __ II= ,■.,.■-10111 II I I gri 161 Mill_15.111 EMI Illigaillii=1111111■1A 'MIME 'CM -IM 84- 1111211/1111 MILI 111 11E1111 ,'■.'' MI -- -10- -�� _ ill ME Will 1111111111,101111. W ill111111111 - RIVIMINEKIL wawa 111111111118111111111111 till -affi = ` - __.... -`� _ M AX . OEFL MAX. DEFL SPAN /190 rr9n,Lmi liar 291.111M immommil ____ : :� RP2X4SF1 MAX. OEFL. SPAN /160 -_ l i . . i .r, -- MN EN MI 13 la RIO 1111 III MI II= ,■.,.■-10111 II I I gri 161 Mill_15.111 EMI Illigaillii=1111111■1A 'MIME 'CM MILI al. ,'■.'' MI IllaillIBI _ ill ME Will NM RIVIMINEKIL wawa till - __.... M AX . OEFL MAX. DEFL SPAN /190 rr9n,Lmi ____ : :� - rr l i . . i .r, 0` W Gr 1n 19 1n cr 0 z CD m W 0 M 2 x 4 POST WITH STIFFENER - SINGLE SPANS CD cn 0 U7 1J) W a 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS • SINGLE SPANS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER m Lf) 11 F] -k ---- ------ M M - - -` --M Nizt -`�'um=.: mal mal ammumminizEi RP2X4ES1 MAX. OEFL SPAN /160 30 40 S0 60 70 80 MODULE WIDTH - ;.N. - GINGL.E SPANS L a STORM BARS MODULE WIDTH I r 1 9 C) 2 x 4 POST WITH STIFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS POST STORM BARS TWO SPANS MODULE WIDTH END POST- 2 x 4 END POST - TWO SPANS WITH STIFFENER 0` %S. 4 POST WITH 0 - 01 m 90 100 110 120 130 MODULE WIDTH - IN. - 19 STIFFENER - THREE SPANS 140 THREE THREE SPANS 150 160 SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER im- .11111.0114 11111111111. Inim imiRenramorusanrami muss. imm . mairdialni _61 timprefirial 111I1111man ■ RP2X4ES3 MAX. OEFL SPAN /180 • E:,0 70 80 ?0 100 1 0 120 :20 •10 100 1:0 1. - :0 :30 140 1F.;0 :60 MODULE WICT1+ iN. - TWIN SPAN- N1C'1DULE WIDTH IN. - TI-REE SPANS UTTER HT. R HT. Engr: DR. hUM.'i:D.1N FlROOQ STRUCTURES 1-1A. PE # 16557 C..N. N. 35.38 • • • • • •• • ••9 •.1 • •••• • • •••8 • M•!• •e, • •• • • • • • • • • • •• • • • • • • • ••• • •.• ••• 0 Z_ Q O J cn 0 O_ 0 N rn N 0 0 V • 0 !Y W J Z 0 i — O 0 Z 5 Z o Q Z Ct cc) • • • 00 u7 �i CO M c 0 a t 1, .0 C) 0 10 0 0 z 0 v, 01 N 0 W v, 0 0 W t 8, W Q z r n 0 0, 0 r W 0 Q1 n U drawing n)- 4 _ - 55 sheet 1 1 0! J ) DESIGN PRESSURE 2 x 6 END POST - SINGL SPAN 1111. MI MIMI N` 111111111=1 .- I. q... -_-- _11111___ LII t H T „----_- 1111111 ill 1111111111HEL -,.. w 6 116101 1 0- NMI MINEIIM L. ` -'."` II IML- nal MIME MN KS Imimsenvirom m in■ Winos • 111. MEM Own MAIM mom 10111,11111E1-. .'- .lialitilltillil:�'E- :'•= baling:INN _ . . ..�\.I� '''_- :�3_�: ©�f..- -NEM ion-•■.-N RP2X60C2 MAX. DEFL. SPAN /180 1--- ' ■■■■ ■ .. 2 x 6 END POST - SINGL SPAN 1111. MI MIMI N` 111111111=1 .- I. q... -_-- _11111___ LII t H T „----_- 1111111 ill 1111111111HEL -,.. w 6 116101 1 0- NMI MINEIIM MI ` -'."` II IML- nal ..- -as_ Imimsenvirom MEM EN MAIM 10111,11111E1-. baling:INN itI"''IIN-- NM IIIII ow Il '-'41_1% RP2X60C1 MAX. OEFL. SPAN /180 1.-_ ..■ MENIT"'" 2 x 6 END POST - SINGL SPAN N` I. q... -_-- _11111___ LII t H T „----_- 1111111 -,.. w 116101 1 0- NMI MINEIIM MI II IML- nal -as_ MEM 10111,11111E1-. itI"''IIN-- NM IIIII ow Il '-'41_1% ..■ MENIT"'" MN rimral ams MMilimmma — M I MI Ill Glal .. 11151 • _ .— RP2X6OC3 =MAX. OEFL. SPAN /180 2 x 6 END POST - SINGL SPAN N` I. q... -_-- _11111___ LII H T „----_- 1111111 w 116101 0- NMI MINEIIM MI II IML- MEM 10111,11111E1-. itI"''IIN-- '-'41_1% MN rimral X MA. OEFL. SPAN /180 MAX. OE 0 x 6 PI - SINGLE SPANS ES) 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST SINGLE SPANS END POST MODULE WIDTH _I MODULE WIDTH --�i .30 40 50 60 70 80 MODULE WIO rH - IN - SINGLE SPANS Ln - r•) Ln m W - U7 m w O_ Z m U � H () W m O Ln STORM BARS ID (U 2 x 6 POST - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS (-10 70 80 90 "IODULL WIDTH STORM BARS 1 POST fV 1 RP2X6EP2 MAX OEFL SPAN /180 100 IN. MODULE WIDTH MODULE WIDTH TWO SPANS END POST 2 x 6 END POST - TWO SPANS h. 11111-- 111011--- `�� - -- --- �'-- -`� - -- .'--- .'- - -'5111-- -111.---.'---.`- -- '111-- -111` - - -M -.' -- `ESIV - -111 ISMINMINERMINEMEHMUMMi '.`MOOMS644 niI aMO_ \��\��- lOM - -� IIIIIMILTAMINhatiZEM 110 TWO 1 .? 0 120 SP ANS LD m !ll tU I U) s O N W m 01 W @ Z r, U U7 m w ° m 9 2 x 6 POST - THREE SPANS 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 6 END POST - THREE SPANS oak immtrarta RP2X6EP3 MAX. OEFL SPAN /180 •30 1.00 1 1 t 1? mUOULE WIDTH - ' - 0 140 1 :60 rHREE S3 'ANS Engr: CR. 1-1I:MA' FAROOO STRUCTURIES RA. PE # 16557 C.A.M. 3538 • • • • • •• • • 6000 • • •••• •• •0000• • • • • • • • • • • •• • D II LY I mo, a;o C40 0 Ef 0) W O Z 1 O cit Z - < < 1 651•1_ O OJ (Y 0 vc r W S 1 ]• 7 Ln z • • • • • U Z 0 O J C5 } _1 W O O Q H 0) O 0 c • • • • • 0) J 1!) Z co — CO _ I z W Z _< Lt r 0 z z N N o) O O 0, W N x ,f! 0 c y Lz4I 0- Z 0 O 0 4 fJ drawing no.l 94-55 (sheet 12 of 21) • ME NI ME le ■1-■■■ o' N 111111111MINI WI NM _- ►1t\ a \t\E ►I►�� sa. a WA --- `-`�OM MEM MM a ME rru I / NM Ski immgmmomminm / NM r tI..` `'..m am EmbumENEMMEIVE 1111118EEE `-� _4_ 111".1,12M.1E.' E -su II A .. maimmtwriamomi MMMOMMAMERM MN "� ME um al MN _ WAN NEENIIMENI mill, INS1111111■■•■11 _� ISMINIMMINEEMPLI •'.'R . M a M! . _ ".NVE_�� am mommiwimanziate i_ IIIIKINEM '-....-... '..-•.- ---...ig I RPX . F E MAX. L1E DEL F SPAN/ 8 I ■■■■ ■■ NUE NI le .._... N 111111111MINI WI NM _- a , • ►I►�� sa. a --- `-`�OM ��l��M� a a rru I / �._ Ski NM r tI..` `'..m am '-.. 1111118EEE `-� _4_ 111".1,12M.1E.' NI E II A .. maimmtwriamomi MN "� ME um al MN _ WAN NEENIIMENI mill, INS1111111■■•■11 NMI ISMINIMMINEEMPLI . RP2X6ES1 MAX. DEFL. SPAN /1 . m 2 x 6 POST wITH STIFFENER SINGLE SPANS 0' .-4 m d CL. i - Pal iv L.! Z m LD U) w a � m V 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CU .30 MODULE WIDTH 1 SINGLE SPANS END POST MODULE WIDTH 2 x 6 END POST - SINGLE SPANS w WITH STIFFENER 40 S0 60 70 8 7'.0 ! i1_E WIDTH - IN . - 'SINGI..c. ::CFAN3 m r m CO IS) STORM BARS 1S) 10 IS) IT) .-t m 1 [mil O` m POST MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 POST WITH STIFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS END POST 2 x 6 END POST - TWO SPANS WITH STIFFENER J 60 70 80 aQ; 100 1 1 0 1:'O 1 JO NODULL_ iJT0TH - IN - 1'40 SPANS M 2 x 6 POST WITH STIFFENER - THREE SPANS 0` .-t N m --1 z 90 100 110 120 130 140 150 160 MODULE WIDTH IN. - THREE SPANS N 9 0 1 MODL MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER ttttt 130 140 ':W !60 - THREE SPANS Engr: DR. HUMAYOUN FAR.)OQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 f - F •9 7(1(lf • • • • • •• • • 0 • • • • • ••0• • • • •• • • • • • • . • • • • • •• • 06- OZ. 13 • r . t v ?4 C Z w I 0 u is LO 1-4 rsz E-4 O a 0 cn R CC U w o Z 1>-' M 0 Or z • • a a Q • c1 r 9 01 0• co CC N • • rr }� 0 ^ • ri l W In C• • • • in C • • ,,_4 N S Q S W I • 0 w 9 ;7• • N 0 N N • • • • • T .0 0 '0 0 0 0 a N O 0 0 x N 0 0 A 0 0 W O I0 O 0 0' rn N 0 0 0 ( 'O drawing no.l 94 ®55 tsh eet 13 of 2 1 NO CHANGE THIS .._... N . II a , • sol sa. a a rru I / �._ . if I .. �_.1 1: am '-.. 1111118EEE ti _4_ NI E II A .. EN MN "� ME um al _ -�-'-� NEENIIMENI ',■` INS1111111■■•■11 NMI ISMINIMMINEEMPLI Oa., _ ".NVE_�� am mommiwimanziate IIIIKINEM '-....-... '..-•.- ---...ig _.E- . =W 'r`.,.at aglitbsi.DralE IllEIMEINEIRIEMBIEIVEN _-�.E-...-_giN ._-ft-n-.-a MilaWEINWAMPlwalremm ■.-... ' 11.11 .''•'_•III-II- ■li •.1 =11 -11 RP2X6ES2 MAX. DE SP4N /130 RP2X6SF1 MAX. DEFL. SPAN /180 rrr■ RP2X6SF2 MAX. DEFL. SPAN /180 _ ∎-- ■■■■ m 2 x 6 POST wITH STIFFENER SINGLE SPANS 0' .-4 m d CL. i - Pal iv L.! Z m LD U) w a � m V 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CU .30 MODULE WIDTH 1 SINGLE SPANS END POST MODULE WIDTH 2 x 6 END POST - SINGLE SPANS w WITH STIFFENER 40 S0 60 70 8 7'.0 ! i1_E WIDTH - IN . - 'SINGI..c. ::CFAN3 m r m CO IS) STORM BARS 1S) 10 IS) IT) .-t m 1 [mil O` m POST MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 POST WITH STIFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS END POST 2 x 6 END POST - TWO SPANS WITH STIFFENER J 60 70 80 aQ; 100 1 1 0 1:'O 1 JO NODULL_ iJT0TH - IN - 1'40 SPANS M 2 x 6 POST WITH STIFFENER - THREE SPANS 0` .-t N m --1 z 90 100 110 120 130 140 150 160 MODULE WIDTH IN. - THREE SPANS N 9 0 1 MODL MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER ttttt 130 140 ':W !60 - THREE SPANS Engr: DR. HUMAYOUN FAR.)OQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 f - F •9 7(1(lf • • • • • •• • • 0 • • • • • ••0• • • • •• • • • • • • . • • • • • •• • 06- OZ. 13 • r . t v ?4 C Z w I 0 u is LO 1-4 rsz E-4 O a 0 cn R CC U w o Z 1>-' M 0 Or z • • a a Q • c1 r 9 01 0• co CC N • • rr }� 0 ^ • ri l W In C• • • • in C • • ,,_4 N S Q S W I • 0 w 9 ;7• • N 0 N N • • • • • T .0 0 '0 0 0 0 a N O 0 0 x N 0 0 A 0 0 W O I0 O 0 0' rn N 0 0 0 ( 'O drawing no.l 94 ®55 tsh eet 13 of 2 1 NO CHANGE THIS .._... . II a , • sol sa. a a rru I / . 1: am '-.. 1111118EEE ti _4_ A .. MN "� bas 0 -_` al _ -�-'-� INS1111111■■•■11 OM ISMINIMMINEEMPLI Oa., am mommiwimanziate IIIIKINEM '-....-... '..-•.- ---...ig _.E- . =W 'r`.,.at aglitbsi.DralE IllEIMEINEIRIEMBIEIVEN _-�.E-...-_giN ._-ft-n-.-a MilaWEINWAMPlwalremm ■.-... ' 11.11 ■■■■■■ II MAX. MN RP2X6ES2 MAX. DE SP4N /130 RP2X6SF1 MAX. DEFL. SPAN /180 rrr■ -- m 2 x 6 POST wITH STIFFENER SINGLE SPANS 0' .-4 m d CL. i - Pal iv L.! Z m LD U) w a � m V 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CU .30 MODULE WIDTH 1 SINGLE SPANS END POST MODULE WIDTH 2 x 6 END POST - SINGLE SPANS w WITH STIFFENER 40 S0 60 70 8 7'.0 ! i1_E WIDTH - IN . - 'SINGI..c. ::CFAN3 m r m CO IS) STORM BARS 1S) 10 IS) IT) .-t m 1 [mil O` m POST MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 POST WITH STIFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS END POST 2 x 6 END POST - TWO SPANS WITH STIFFENER J 60 70 80 aQ; 100 1 1 0 1:'O 1 JO NODULL_ iJT0TH - IN - 1'40 SPANS M 2 x 6 POST WITH STIFFENER - THREE SPANS 0` .-t N m --1 z 90 100 110 120 130 140 150 160 MODULE WIDTH IN. - THREE SPANS N 9 0 1 MODL MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER ttttt 130 140 ':W !60 - THREE SPANS Engr: DR. HUMAYOUN FAR.)OQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 f - F •9 7(1(lf • • • • • •• • • 0 • • • • • ••0• • • • •• • • • • • • . • • • • • •• • 06- OZ. 13 • r . t v ?4 C Z w I 0 u is LO 1-4 rsz E-4 O a 0 cn R CC U w o Z 1>-' M 0 Or z • • a a Q • c1 r 9 01 0• co CC N • • rr }� 0 ^ • ri l W In C• • • • in C • • ,,_4 N S Q S W I • 0 w 9 ;7• • N 0 N N • • • • • T .0 0 '0 0 0 0 a N O 0 0 x N 0 0 A 0 0 W O I0 O 0 0' rn N 0 0 0 ( 'O drawing no.l 94 ®55 tsh eet 13 of 2 1 NO CHANGE THIS .._... . II a sol sa. a a an . am MERE 1111118EEE ti A .. MN bas al OM ISMINIMMINEEMPLI am mommiwimanziate '-....-... '..-•.- rua''•' _.E- . =W 'r`.,.at M. IllEIMEINEIRIEMBIEIVEN _-�.E-...-_giN ._-ft-n-.-a MilaWEINWAMPlwalremm ■.-... MAX IJ DEFEF L. SPAN /180 ■■■■■■ II MAX. RP2X6ES2 MAX. DE SP4N /130 m 2 x 6 POST wITH STIFFENER SINGLE SPANS 0' .-4 m d CL. i - Pal iv L.! Z m LD U) w a � m V 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CU .30 MODULE WIDTH 1 SINGLE SPANS END POST MODULE WIDTH 2 x 6 END POST - SINGLE SPANS w WITH STIFFENER 40 S0 60 70 8 7'.0 ! i1_E WIDTH - IN . - 'SINGI..c. ::CFAN3 m r m CO IS) STORM BARS 1S) 10 IS) IT) .-t m 1 [mil O` m POST MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 POST WITH STIFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS END POST 2 x 6 END POST - TWO SPANS WITH STIFFENER J 60 70 80 aQ; 100 1 1 0 1:'O 1 JO NODULL_ iJT0TH - IN - 1'40 SPANS M 2 x 6 POST WITH STIFFENER - THREE SPANS 0` .-t N m --1 z 90 100 110 120 130 140 150 160 MODULE WIDTH IN. - THREE SPANS N 9 0 1 MODL MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER ttttt 130 140 ':W !60 - THREE SPANS Engr: DR. HUMAYOUN FAR.)OQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 f - F •9 7(1(lf • • • • • •• • • 0 • • • • • ••0• • • • •• • • • • • • . • • • • • •• • 06- OZ. 13 • r . t v ?4 C Z w I 0 u is LO 1-4 rsz E-4 O a 0 cn R CC U w o Z 1>-' M 0 Or z • • a a Q • c1 r 9 01 0• co CC N • • rr }� 0 ^ • ri l W In C• • • • in C • • ,,_4 N S Q S W I • 0 w 9 ;7• • N 0 N N • • • • • T .0 0 '0 0 0 0 a N O 0 0 x N 0 0 A 0 0 W O I0 O 0 0' rn N 0 0 0 ( 'O drawing no.l 94 ®55 tsh eet 13 of 2 1 NO CHANGE THIS II a sol sa. a a an um am MERE 1111118EEE mommiwimanziate '..-•.- rua''•' ma 'r`.,.at samosammossisamirm IllEIMEINEIRIEMBIEIVEN ■■ ''EN'= ■■■■■■ RP2X6ES2 MAX. DE SP4N /130 ■.■ rrr■ m 2 x 6 POST wITH STIFFENER SINGLE SPANS 0' .-4 m d CL. i - Pal iv L.! Z m LD U) w a � m V 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CU .30 MODULE WIDTH 1 SINGLE SPANS END POST MODULE WIDTH 2 x 6 END POST - SINGLE SPANS w WITH STIFFENER 40 S0 60 70 8 7'.0 ! i1_E WIDTH - IN . - 'SINGI..c. ::CFAN3 m r m CO IS) STORM BARS 1S) 10 IS) IT) .-t m 1 [mil O` m POST MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 POST WITH STIFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS END POST 2 x 6 END POST - TWO SPANS WITH STIFFENER J 60 70 80 aQ; 100 1 1 0 1:'O 1 JO NODULL_ iJT0TH - IN - 1'40 SPANS M 2 x 6 POST WITH STIFFENER - THREE SPANS 0` .-t N m --1 z 90 100 110 120 130 140 150 160 MODULE WIDTH IN. - THREE SPANS N 9 0 1 MODL MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER ttttt 130 140 ':W !60 - THREE SPANS Engr: DR. HUMAYOUN FAR.)OQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 f - F •9 7(1(lf • • • • • •• • • 0 • • • • • ••0• • • • •• • • • • • • . • • • • • •• • 06- OZ. 13 • r . t v ?4 C Z w I 0 u is LO 1-4 rsz E-4 O a 0 cn R CC U w o Z 1>-' M 0 Or z • • a a Q • c1 r 9 01 0• co CC N • • rr }� 0 ^ • ri l W In C• • • • in C • • ,,_4 N S Q S W I • 0 w 9 ;7• • N 0 N N • • • • • T .0 0 '0 0 0 0 a N O 0 0 x N 0 0 A 0 0 W O I0 O 0 0' rn N 0 0 0 ( 'O drawing no.l 94 ®55 tsh eet 13 of 2 1 NO CHANGE THIS 1D13H2X3 DEFL rr -2 A.!" id PSF 1 / • / // –; / 7 �.1` Y I/ Y / I - VFW . r , r, / i / A ui uw i iiri INVE/2/11 INIVIRM MINNIMPIN/ IONININI r'w ■ ■ ■■ .41,41.... RSR2X3 -2 .-4 m w a r7 TOP SUPPORT TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS m 2 X 3 TOP SUPPORT - THREE SPANS r iIi iI ! I•• __ amminum ENNOMUMNIK ■M■1■ ■` REAS∎ SMEMSMIAM `\ RSR2X3 -3 z H U) tF 2 X 3 TOP SUPPORT - TWO SPANS 6d 70 B0 90 107i 110 120 130 SHUTTER WIDTH - IN - TWO SPANS in 2 X 2 TOP SUPPORT - THREE SPANS INEMINIF num ommanl 1. 1 1 08H2X3 -3 DEPL AT 10 PSF i ......,. . i ,4141.... i ...,..... 90 100 110 120 130 140 150 160 90 100 110 120 13d 140 150 1.60 SHUTTER WIDTH IN. - THREE SPANS SHUTTER WIDTH - IN - THREE SPANS n 1 \ .4 4--- OE M 111 IL .■ ,,.'i■,■■'►-■■ iuM hiuu'R ■t'■ „■OMMIMMI■., „"■,"M'.,'■ EMSOMMEMONEM ■ESSIEM►1M,\E■ IIMMESUMEMOMMEM ■ ■■■■OMMENS■SM m m N r" a w � 3 0) W W a z H m In W w 0m m 2 x 4 TOP SUPPORT - IWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. 1'i 1 T i'; 1 R �R2 X4..,2 1 t7 \ I 1 I 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 4 TOP SUPPORT - THREE SPANS 7.11 1111 VIII I I [RSR2X4 - 3 hiII M ■, , , Il INN RIM O■MEM' ' MEMEMML MSNESNAMEMbh— WEEMWQMEN Maim 90 100 110 120 130 140 150 160 SHUTTER wIOTH - IN - THREE SPANS sZ z H U) 2 X 4 TOP SUPPORT 6 %'. 4. L 01 2 X 4 TOP SUPPORT - THREE SPANS -4 GP 6d 70 BE 90 102i 110 120 130 SHUTTER WIDTH - IN - TWD 5PAN5 90 l60 ]l0 120 ]319 140 15d 160 5Hudi rEii WIDTH - IN THREE SPANS TOP SUPPORT TWO SPANS TOP SUPPOR z J m O a 0 • • • _• '• • •• • 0 THREE ` a 00=0 5! . z:; ti 8 a gc 0 i 0 w N .--- 0 CrZ >"'m • 0301101011 41 vi 0 •Q' J ' rr . N L. W•W .A. J Z Lr) Z N 40,A, 4. • •• L • • •434..• Q • a: j M M M Z 0_iu0 — O M - I z 0 ( o'n z '� D r n U N 0 a 0 0 0 v Q) 0 U 0 0) N 0 W drawing no. 94 ®55 sheet 14 of 21 NO CHANGE THIS SHEET NO dHANGE THIS SHEET F 110.28.03 O gik 2 X E• -2 DEN_ ar A F7,,F l _ -H , ' - -- , 1 T 1 , tvi_ _� _. r T -r- - ►1► \ l ‘ k A IIIIIUh talim mak auk litommom 1 """' MIN ■R . NINIIII i IIIP ■ ,,,,,NNS,,; ■ ■ ',,ONEN,,, 1■■■■ ESECIMMO 4 :,.. , A IuIu IPPPFO v u .A40 0�/ . M NERNME■O;M,., ,or-pr,.. ''''i %I ■ ■ ; M,',OM,;' ■ ';,;' inommumm LIO �-- ■ DEPL :m. mug X .. ■ ■ ■ „M,OMM.,, ■ ■ ■ RS2X6S-21.■. .',=S` O gik 2 X E• -2 DEN_ ar A F7,,F 1 I _ -H 1--- ' - -- , a - _ - - _� _. 1 \ \ \ \ A IIIIIUh IA I litommom IIMEMMOUBBI ISM I; . NINIIII i IIIP ■ ,,,,,NNS,,; ■ ■ ',,ONEN,,, 1■■■■ ESECIMMO 4 :,.. , A IuIu IPPPFO v u .A40 0�/ . M = RSR2X6 -_ ,or-pr,.. - — \ _ -H \\ ' - -- , a - _ - - _� _. 1 \ \ \ \ A IIIIIUh IA I litommom IIMEMMOUBBI ISM ■M„ hiui'. NINIIII i ■ "„■.,OM,'M ■ ■ ■ ,,,,,NNS,,; ■ ■ ',,ONEN,,, 1■■■■ ESECIMMO 4 :,.. , A IuIu NO M = RSR2X6 -_ TEiTiZ.Zi -- j _ OEF. i k .' 5 F — I I 1 L � _.�J-_I . _. l ,. A Ad Ali IIIIIUh NINIIII i . i /119P% , 4 :,.. , A IuIu NO M I ''''i %I - inommumm LIO �-- ■ DEPL :m. mug X .. - '1 fl T rr _ 10 PSF m 2 x 6 TOP SUPPORT - TWO SPANS 0 2 X 6 TOP SUPPORT - TWO SPANS w m 60 70 80 90 100 110 120 130 60 70 eel 90 100 110 120 130 SHUTTER WIOTH - IN - TWO SPANS 5HUTTER WIDTH - IN - TWO 5PAN5 m 2 X 6 END POST - THREE SPANS IRSR2X6 -3 \1i \1\■■ \r1■■■ MOMMI ■Ii ■IL11� Vii■ .I1„O.MU �TOMEM NROMMAINMESSO MEMM ►MEM►O■\ isgralimmakitiMal ■ 1 +1MM11M11 \1 WNIMMEMOMME m 90 100 110 120 130 1 0 150 160 SHUTTER WIDTH - TN. - THREE SPANS Z 1-4P THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. LR 2 X 6 TOP SUPPORT - TNREE SPANS d m 90 100 110 120 130 1 0 150 160 SHUTTER WIDTH - IN - T: REE SPANS m m w 1n am I (,) W -4 a m O � W -' w Z 0` 0 H (n w m ❑ r m r •-1 2 x 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER III III 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 TOP SUPPORT - THREE SPANS WITH STEEL STIFFENER 1 � ►\\\\■\■■■■■■■ ",■, ■" ■ ■■■■■ „' OMMINOl■■■ ■ \\• \\ MEOMi ■ ii' '■iii r io i� , o m. • MOWEINOOMMOM MUMEMEMMEMME ROMMUMONSIAMO EMMOMMOMMOMMIN MINPEMONIMMEMM MOMMEMS4446MS MINOWN10.40 •.•• ■■\ME \O_■ RS2X6S -3 90 100 1 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS F3 CD 8 N a H R s9 2 X 6 FOP SUPPDRT - TWO SP ANS WITH STEEL 5TIFFENER 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN - TWO 5PAN5 • 7 ibri"uiU: 2 X , TOP SUPPORT - TNREE SPANS WITH 5TEEL 5TIFFENER 08N2X6E3 OEFL AT 1PI PSF 90 100 110 120 130 140 15M 160 5HUTTER WIDTH - TN - THREE 5PAN5 END POS END POST STORM BARS POST 0 STORM BARS '4 r-- °3 IsIe TWO SPANS TOP SUPPORT TOP SUPPOR I TNREE SPANS S 0 z w -J (L' 0 w N y X W 41 la. O w 4. V W M oo o •ar-01 ' z 1� �•1 W pc 1n .2 U • 1 • Z in -••N • r: M Q j Ore • c 0 N 0) ) • • D 0 O ct O rn UJ Z co — O CO I w J Z z Q � J o 0 a L. 0 0) O z 0 U C W N fV 0 0 a N 0 W .n 0 O i N 01 • N CO N 0 n i - -It CL 0 0 • u • • drawing no. 94-55 (sheet 15 of 21�), ,. A /A i NO M inn - inommumm LIO �-- DEPL :m. mug X .. - '1 fl T rr _ 10 PSF m 2 x 6 TOP SUPPORT - TWO SPANS 0 2 X 6 TOP SUPPORT - TWO SPANS w m 60 70 80 90 100 110 120 130 60 70 eel 90 100 110 120 130 SHUTTER WIOTH - IN - TWO SPANS 5HUTTER WIDTH - IN - TWO 5PAN5 m 2 X 6 END POST - THREE SPANS IRSR2X6 -3 \1i \1\■■ \r1■■■ MOMMI ■Ii ■IL11� Vii■ .I1„O.MU �TOMEM NROMMAINMESSO MEMM ►MEM►O■\ isgralimmakitiMal ■ 1 +1MM11M11 \1 WNIMMEMOMME m 90 100 110 120 130 1 0 150 160 SHUTTER WIDTH - TN. - THREE SPANS Z 1-4P THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. LR 2 X 6 TOP SUPPORT - TNREE SPANS d m 90 100 110 120 130 1 0 150 160 SHUTTER WIDTH - IN - T: REE SPANS m m w 1n am I (,) W -4 a m O � W -' w Z 0` 0 H (n w m ❑ r m r •-1 2 x 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER III III 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 TOP SUPPORT - THREE SPANS WITH STEEL STIFFENER 1 � ►\\\\■\■■■■■■■ ",■, ■" ■ ■■■■■ „' OMMINOl■■■ ■ \\• \\ MEOMi ■ ii' '■iii r io i� , o m. • MOWEINOOMMOM MUMEMEMMEMME ROMMUMONSIAMO EMMOMMOMMOMMIN MINPEMONIMMEMM MOMMEMS4446MS MINOWN10.40 •.•• ■■\ME \O_■ RS2X6S -3 90 100 1 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS F3 CD 8 N a H R s9 2 X 6 FOP SUPPDRT - TWO SP ANS WITH STEEL 5TIFFENER 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN - TWO 5PAN5 • 7 ibri"uiU: 2 X , TOP SUPPORT - TNREE SPANS WITH 5TEEL 5TIFFENER 08N2X6E3 OEFL AT 1PI PSF 90 100 110 120 130 140 15M 160 5HUTTER WIDTH - TN - THREE 5PAN5 END POS END POST STORM BARS POST 0 STORM BARS '4 r-- °3 IsIe TWO SPANS TOP SUPPORT TOP SUPPOR I TNREE SPANS S 0 z w -J (L' 0 w N y X W 41 la. O w 4. V W M oo o •ar-01 ' z 1� �•1 W pc 1n .2 U • 1 • Z in -••N • r: M Q j Ore • c 0 N 0) ) • • D 0 O ct O rn UJ Z co — O CO I w J Z z Q � J o 0 a L. 0 0) O z 0 U C W N fV 0 0 a N 0 W .n 0 O i N 01 • N CO N 0 n i - -It CL 0 0 • u • • drawing no. 94-55 (sheet 15 of 21�), If l I I `. ! 7 T I ' IUI II HI IIU1 II iIuui uuuuhIiiZ2I I VI 1 A Uihi!hihh 1/ -.1 -- : ,,- '••.'„!!•..,' 11111111 simmarammen i P '' -2 1 7--r T 7 T ' IUI II HI IIU1 II iIuui uuuuhIiiZ2I I VI 1 A Uihi!hihh 1/ -.1 1 : ,,- '••.'„!!•..,' 11111111 simmarammen i A N inhulIn' huh li IT II I!HIIIPI uuIu!iu iuuuuuuu:;r 111111111. M. s wearni...21 0 . 1 -"mom mem Pf; me i \\ \ . ii Ng , ' N ii\Niiiii\E\ ■\iii\N iii0ii RN NO • MN NENMENSEVO \ NON iii\ \\►\i \ii \iiUiNNE= MMOMMONNEEMIN NNERINNUMNEWINN ..i■■ ■iiin RON24S -2 P '' -2 1 7--r T 7 T ' IUI II HI IIU1 II iIuui uuuuhIiiZ2I I VI 1 A Uihi!hihh 1/ -.1 1 : ,,- '••.'„!!•..,' 11111111 simmarammen i A N inhulIn' huh li IT II I!HIIIPI uuIu!iu iuuuuuuu:;r 111111111. s wearni...21 0 . 1 -"mom mem Pf; R72a6 -2 � f u`_F L A T i r1 f'SF - T T ' IUI II HI IIU1 II iIuui uuuuhIiiZ2I I VI 1 A Uihi!hihh 1/ -.1 ,,- '••.'„!!•..,' 11111111 simmarammen J m 11) r9 CL cs) w 361 Q, (1) w a zr U H (n w t ❑ U) 61 co RON -24 STORM BAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS RON -24 STORM BAR - THREE SPANS 6.. 1 11111 rogi .111m 1 ME MI S._ZA I MMA .. R80N24 -3 TO V BAR 2 4 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS z H U) RON -24 STORM EAR - TWO SPANS F b 70 3f 90 1011 110 12g 13e0 5HUTTER WIDTH - IN - TWO 5PAN5 4- PON -24 STORM BAR - THREE SPANS ❑RON24 -3 OEFL AT 1t P5F 9g UM 110 120 1311 140 15g 160 SHUTTER WITH - IN - THREE SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE r .-4 m RON -24 STORM BAR - TWO ;PANS WITH STIFFENER 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS RON - 24 STORM BAR - THREE SPANS WITH STIFFENER 3 'RQN24S -3 a 90 100 110 120 130 140 150 16 SHUTTER WIDTH - IN. - THREE SPANS U) WITH STIFFENER ct • RON -24 STORM BAR - TWO SPANS bg 70 BPJ 90 1011 1110 12g 130 SHUTTER WIDTH - IN - TWD 5PAN5 P ❑N -2a STORM BAP - THREE SPANS U) WITH STIFFENER OR ❑246 -3 OEFL AT It P5F 9g 100 1121 120 13d 140 15g 160 SHUTTER WTDTH - IN - THREE SPANS TOP SUPPORT TWO SPANS TOP SUPPORT 0 U z _1 CO 0 S f- z c --, c 0 N v • • • • • o0 M .— o o LL CO W LLI Z ° z ° Q z f u72 • N N c L•• L• • • ••• a c • ••• • u) 03 • • • u7 ci 0 M c 0 0. a 1) 0) N N v v 0 C a N 0 W O Ca 0 ai N 0 n 0 0 LL c • • drawing no. 1 94-55 • sheet 1 -6 of 21 : SHEET 3 REVISED T : 1 .-:.'T 1 -N- / f - f I PBONS7-2 ,__1. I 1- - • N - N. - --- , / / 1 rr iiii 1111 '. A 1 PAP1 I i1i HFlIIii 1 111 PP' 151 NM II/IIIIII i I. I aauii i 4 IT immliiiim ....m111.....mmom Onablumumm= mmo mmillimmumm.... w mom! a m El Mil 011m gm . _ SEM imiEssi• 0 19111M =MOM— _. 4 MOMOMEM II' BR EMMENMEMO ..., MOIMM mom a SEM NEM EMEMMEMM MO MKOW .. MN OEM OSENSSUSS 111111■_ 11 NM RSMINISMOM MOM an MENCEAMEM atI48 relb H '"ulifiaxm MUM II NEM R8ONS7-31 30 100 110 120 130 140 150 le MOMMOMMO ENEMMNIIM SMWOMMUM OMMEmOmm T : 1 .-:.'T 1 -N- / f - f - -- [OP JEF I Ai 1 0 F 5F I 1- - • N - N. - --- JI / / 1 rr iiii 1111 '. A 1 PAP1 I i1i HFlIIii 1 111 PP' 151 NM II/IIIIII I. I aauii i A R IT immliiiim ....m111.....mmom Onablumumm= mmo mmillimmumm.... w mom! a m El Mil 011m gm II. SEM imiEssi• 0 19111M =MOM— MIMEO MOMOMEM MEM BR EMMENMEMO 47 MOIMM mom a SEM NEM EMEMMEMM MKOW .. . OEM OSENSSUSS 7 7 : le P`F I .-:.'T 1 -N- / f - f - -- 7 I 1- - • N - N. - --- i 1 I 1111 '. A Alli I i1i HFlIIii 1 111 PP' li NM II/IIIIII I aauii IIIIM!11_____ A R IT immliiiim ....m111.....mmom Onablumumm= mmo mmillimmumm.... w mom! a m El gem WIMMEMEmEMME IMO gm II. SEM s MIMEO MOMOMEM MEM R8ON56 ..- -- - --- - .-:.'T 1 -N- -- \ f - f - -- 7 I 1- - • N - N. - --- 1111 '. 1 111 li NM . aauii IIIIM!11_____ SKS ME EN gm El gem WIMMEMEmEMME IMO gm II. SEM s MIMEO MOMOMEM MEM EMMENMEMO SEMMEMOMMEM NEM MMENEMEM IMME a SEM NEM EMEMMEMM MEMENNEMENNSOM m RON-57 STORM BAR - THREE SPANS N IS) Ea RON-57 STORM BAR - TWO SPANS llll ll 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - r HREE SPANS 0 la) z z Li IJ- RDN-57 STORM BAR - TWO SPANS bg 70 e10 90 1011 110 120 130 SHUTTER WIDTH - EN - TWO 5PAN5 .4 PON-57 STORM BAR - THREE SPAN& 94 1110 11 120 13d 140 1514 160 5HUT TER WIDTH - IN - THREE 5PAN5 Is rs) z (s) 0 co o 0 Ea THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE RON-56 STORM BAR - THREE SPANS M a • D w Er a z m (J LD H 0, W 0 RON-56 STORM BAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 110 120 130 140 1S0 160 SHUTTER WTOTH - IN - THREE SPANS z 1 RON STORM BAR - TWO SPANS 0 63 ts t*7 I bd 7d 50 90 iii 11 0 12d 130 SHUTTER WIDTH - IN - TWO 5P AN5 END POST .4- PON-56 STORM BAR - THREE SPAN& - OPON56-3 - DEFL . AT 1d P5F 1 g 100 110 120 . 13A 140 150 1 H 80 .UT TER 1.1 rOTI - IN THREE 5PAN5 0 m TOP SUPPORT STORM BARS POST " TWO SPANS TOP SUPPOR 0 z w IZ m 0 ° THREE SPANS a a 1 0 (.0 _J ZLJ 1014 CD 104 O (1, C.) T`; z o Elr•A r " ) 0 < eL r Lc , < • — 1.5• ( C S " ' g rz4shi L: U! 11.1 5 , • • Oen • m -- • CK 04 4 t40 *" • • • • ILAN • 0 • r-- tO gb w a. ) -•g• • • • • 0 5 0 -0 0 CD 0 0 LI 0 X 4) a V 0 0 4- 0 03 1 tn ( 41 0 a 0 XZ o 0. drowing no. [ 94-55 (sheet 17 • • NM SEMI IIIIM!11_____ SKS MOM= RN In ... 11111., ...m..... MMEMSEPIM SEM . S OEM OSENSSUSS RSMINISMOM MENCEAMEM '"ulifiaxm II R8ONS7-31 30 100 110 120 130 140 150 le m RON-57 STORM BAR - THREE SPANS N IS) Ea RON-57 STORM BAR - TWO SPANS llll ll 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - r HREE SPANS 0 la) z z Li IJ- RDN-57 STORM BAR - TWO SPANS bg 70 e10 90 1011 110 120 130 SHUTTER WIDTH - EN - TWO 5PAN5 .4 PON-57 STORM BAR - THREE SPAN& 94 1110 11 120 13d 140 1514 160 5HUT TER WIDTH - IN - THREE 5PAN5 Is rs) z (s) 0 co o 0 Ea THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE RON-56 STORM BAR - THREE SPANS M a • D w Er a z m (J LD H 0, W 0 RON-56 STORM BAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 110 120 130 140 1S0 160 SHUTTER WTOTH - IN - THREE SPANS z 1 RON STORM BAR - TWO SPANS 0 63 ts t*7 I bd 7d 50 90 iii 11 0 12d 130 SHUTTER WIDTH - IN - TWO 5P AN5 END POST .4- PON-56 STORM BAR - THREE SPAN& - OPON56-3 - DEFL . AT 1d P5F 1 g 100 110 120 . 13A 140 150 1 H 80 .UT TER 1.1 rOTI - IN THREE 5PAN5 0 m TOP SUPPORT STORM BARS POST " TWO SPANS TOP SUPPOR 0 z w IZ m 0 ° THREE SPANS a a 1 0 (.0 _J ZLJ 1014 CD 104 O (1, C.) T`; z o Elr•A r " ) 0 < eL r Lc , < • — 1.5• ( C S " ' g rz4shi L: U! 11.1 5 , • • Oen • m -- • CK 04 4 t40 *" • • • • ILAN • 0 • r-- tO gb w a. ) -•g• • • • • 0 5 0 -0 0 CD 0 0 LI 0 X 4) a V 0 0 4- 0 03 1 tn ( 41 0 a 0 XZ o 0. drowing no. [ 94-55 (sheet 17 • • _ f ' . . L :�O- - 1 / l I;RB2x3 -2 n 5 FL DE FL AT it'd F : — I _�_t / �1B ` RBR2X2 - -._ -22 i Ui I$I !ii I* I \.33 ST ? BAR Ilii HT. IlLi II i II i!I lER PM' 111 MOM: ,..... itire III IBM El!! MEM ME Ell Ell Ern NI IIIIIIII■ -7 - 1 -- — I _�_t RBR2X2 - -._ -22 , t I \.33 ST ? BAR HT. III IBM MEM ME Ell Ell Ern NI IIIIIIII■ KM NEM ME 11 'III \\ \1 ►\ !mm , - .. MIN NEMEMMEM UM EN ■ M WIMMEMMEMIL EMMMENW S5 � OMEN BMW 78 MEMO MEE M.ENNE NWEM!e_ MMEMEM SI MI Minn IIIII■. MEN ` EI 3iiILN, ,iL"''1M'- :❑RB2X3 -3 _ ❑EFL. AT Id P5F 1 \J1 111 \\ MEM ME Ell Ern II KM NEM ME \\ \1 ►\ !mm m :. - .. NEMEMMEM EN _ WIMMEMMEMIL EMMMENW OMEN BMW 78 MEMO MEE M.ENNE NWEM!e_ MMEMEM :❑RB2X3 -3 _ ❑EFL. AT Id P5F = _ 78 ` 51 la ;� W...� J 10 U1 l9 W •--■ a a z 1 m W ° m 0 N N 2 x 2 STORM BAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS m 2 x 2 STORM BAR - THREE SPANS 13 RBR2X2 -3 90 100 110 120 130 140 150 160 SHUTTER WIDTH • EN. - THREE SPANS m 1 r'7 Lp 2 x 2 STORM BAR - TWO SPANS & DR82X2 -2 DEFL AT id F`_F - T r m z H ...,2..0 MONIMMEM MIONNOMO OMMOMMOM •IP!iii Maimm001 ==mmilmorm maa---overea bg 74 88 102 lib Lad SHUTTER WIDTH - IN - rwo 5PAN5 1p 2 x 2 STORM BAR - TI -TREE SPANS DR82X2 -3 OM_ AT 114 P5F 9d t00 110 L20 130 140 15d 160 SHUTTER WIDTH - EN - rw0 5PAN5 sly w a � m W-4 u) is) W m a -, a z 0m H I9 0 'o m m THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE m 2 x 3 STORM BAR - THREE SPANS , ` �. i RBR2X3 -3 n ;." ..., - MOMMO;ii\►ii■ cyl MEM;.MEMOM E a ~ MOMEMOMMOMMO■ `\MME, ES rEN ■ LrJ simommomimmemi MINAMMMONMEMM LImMOMMENIMMEMINS MMOMMEMOMMEMPI MMUMMENIMMEEM MMINIAmEMEMOm 2 x 3 STORM GAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS Ln g z H tsa r7 z H W m LL ts 1B z 1 C'7 0 H U W J ru LsJ 0� 2 x 3 STORM BAR - TWO SPANS 6d 74 8B 102 116 13d SHUTTER WIDTH - IN - TWO 5PAN5 t p 2 x 3 STORM BAR - THREE SPANS END POST 91 100 110 120 130 140 150 160 5 1TTER WI[]TH - IN - rwo 5PAN5 r TOP t SUPPORT m L TWO SPANS TOP SUPPORT THREE SPANS - (s 1 0 z J 0 0 O o In r El ! X. st it . � 1 U) a o N .-- U Z in 0 a Q I a g.Q. h 0 0,!.. co a' N •. • c • c • Q tti • 0 z O J o: [Y. 0 0) C ) . • 0 O 1.0 J Z — CO I z Fr) D z 1, --� O J 0 0 0 a V N 0 T .0 0 - o 0 0 u, t9 r CD z 0 rc - tz u N 0 U 1 ts w 1 0 0 0 0 1 0 a W V v 9 J e0 ! N 0 • • rn 10 00 • • • JAM 1 MO i drawing no. )•4 - 55 sheet 1 8 of 21 • NO CHANGE THIS SHEET SHUTTER WIDTH 1 DG82X452 .i OR62X4 -3 AT L0 P5F 1B PSF 8 1 Tj_ - - -- iiuiiiIliiI. C NT -� „'II,,,, 11011 1411 11I1 Mitikiii „ 411111111104 Pir RERINION4111 IA .41 , I '// II INN minimum. RB2X4S- I IUIII! 11 1121 U,/,I!!, IIPPP" ■■ N � 1111111 „ Ip!iIpi -:1iie� ; sumo ,ra���a��: All _. , .. 2 n I I!flii __ 1DR92X4 JDEFL -2 AT OR62X4 -3 AT L0 P5F 1B PSF V 1 , +Li iiuiiiIliiI. i „'II,,,, 11011 1411 11I1 Mitikiii „ 411111111104 RERINION4111 I i I 1„I , I '// 21 minimum. RB2X4S- -- .■�. ■■ N � 111 All 1 I I!flii __ .•• ......- -mu 11'111 I J ■ ii ` A DEFL OR62X4 -3 AT L0 P5F I .• V 1 , +Li iiuiiiIliiI. „'II,,,, 11011 1411 11I1 Mitikiii 411111111104 RERINION4111 21 minimum. RB2X4S- -- .■�. 1/ 1111 1/%` 111 uuu I IIIIIIIIIIIII ui ni ii iiu1 A DEFL OR62X4 -3 AT L0 P5F II I i!l1i1 minimum. -- .■�. ■■ IL m w 3 w w CC m z H LA m w Ln 0 w 3 Ln w a z 0 H u) w 0 m 2 x 4 STORM BAR - TWO SPANS ui mommommilm MIMMOMMOMMOMM MOMMINIMMOION MOININIMEMOMM I1ISI 1�I1: opqmsommos makoMmumum ....,.■emmu• mommum RBR2X4 -2 Ln m 2 x 4 STORM BAR - THREE SPANS RBR2X4-3 M..,MO.,'.I... i\Ii ►I;iiEII■ .MMOOMM\ului\uI MMOMMOMMOMMEM u.\i.MEul1 _ II 1111111111111161, - .O -1 \M©ii_l_ �. `N mITOMOMIMEMil MINUMMENEMOmm NMENMEMINOMME WISIMMEMMEMmEM MOMEEMMEMMEMOM 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 1I0 120 130 40 150 160 SHUTTER. WIDTH - IN. - T REE SPANS W 0 2 x 4 STORM BAR - TWO SPANS 0 z • z H • 9 60 70 80 90 100 110 120 130 5HUTTER WIDTH - EN. - TWD SPAN5 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE Lp. x 4 STORM BAR - THREE SPANS 90 100 110 120 130 1 0 15d L60 nnUTTER WLOTH LN • WO SPANS 2 x 4 STORM BAR - TWO.SPANS WITH STEEL STIFFENER 2 x 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER N uuiii ■ui ii■ \I.IIi►\I�u,II �' 11uIii 1 `.11■ 1 ►1 WIMMEMui IMi\i 11 hiIMIMiilYiif MMOOMMEMONOMME MMOMOMMOMEMMOM "nomMEFAMINEWN Mannamimum immummUla N m I1 ( (n -1 a Im L1.1 --' cr 3 u) IA Er w Q D_ z 0 H Ln w 0 m (7 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 90 100 1.0 120 130 140 150 160 SHUTTER WIDTH - 1N. - THREE SPANS z� END POST 2 x 4 STORM BAR - TWO SPANS END POSI WITH 5TEEL 5TIFFENER 60 70 50 90 200 110 120 130 5HUTTER WIDTH - LN - TWO SPANS 2 x A STORM BAR - THREE SPANS WITH STEEL 5TIFFENER ORB2X453 ��___ _ AT 10 P5F EILIMINIMMI m steri w irimnrarme 1 -_IIIIIIIIIIm I1IIIIII, E ND POST 90 L00 110 120 13d 140 150 1.60 5HUTTER WIDTH - IN - TWO 5PAN5 STORM BARS TOP SUPPORT TWO SPANS STORM BARS --POST TOP — SUPPORT THREE SPANS •• - r i U � u O FE a z M O . 62 CV 4141 _ 0 ! . MQ, '— - 5 N ee U) C 0 N 4 4 at N 0 rfl 0 0 u u 1 u0 a 1 8 • 1 • ••• 0 Ze • 44• • • • • O • • • 0! O w r a , U J u7 z D -J o0 m I w o( in z z J g � 0 J 0 0 a ea 0 - o 0 C 0 o 13 u 4- a N CO Z 0 ' u x 0 0 u W n- S X m 0 0 0 x 0 4 0 W •, N ( f i O .. 6 V .0 p V1 V U (drawing no. -. L 9 4-55 ! f et 19 Qt 21 .; t40 CHANGE THIS SHEET STORM BAR LENGTH SHUTTER WIDT J ORO2-2 DEFFL X6 AT , AT 1 Pf F'SF 14 ! I. -. -_. } NM - 1 ,---- ---- I �- W . ■ ., i ■■■ ■ ME MEM EEO 1 ■EM� MIS MI ■ 1 C1R82X652 4 01.FL , AT Id PSF ; 1• NM - 1 ,---- ---- W . ■ ., 1 1 'N1 . . _ Ell , -.� -- MEM \ NM - 1 W . ■ ., ►I■ . ■►u 11 MEM \ NM 1 W . ■ ., i ■■■ ■ ME MEM EEO ; ■EM� MIS MI ■ ■CI M �E , , MO AMIN In i \t MEM RI MINION, MI SEIMIRMIN MOMEMPS O■\M■ ■N ■■M MO MREAMENRIN MOMOMMEM MIRMERI 11111 NOM RB2X6s -2 1 ►I■ . ■►u MEM \ NM NO . ■ ., i ■■■ EEO ; ■EM� ■ ■\. MO MOO AMIN In i \t MEM MOMEMPS MO MOMOMMEM NOM SMONIPIN Lull ili RB U Li. m N IS) LI_ C7 M m f D m U7 fr a Z 0 r H w m o� 9 2 x b STORM BAR - TWO SPANS Ln RBR2X6 - 10 „■I uuIi , ■'E. ,R■..'. ,'.,. ■.,'■■ MOON _MEW ■►UU1I1'S5II OSIONINONNE IMEMMUMMOMM -- -=EM -N -M - --- 1 ■MUUM HT m 2 X 6 STORM BAR - THREE SPANS m Ul a 60 70 80 90 100 110 120 130 SHUTTER WIDTH IN. - TWO SPANS RBR2X6 -3 1 .. ■ ■". ■ ■ ■� flNUfl r BR. HT 1111111F MITIMING NIMELAMI s = 1� ■!■ 90 100 110 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS z H z 0 H V W J W p 2 x 6 STORM BAR - T.40 SPANS N r 2 x 6 STORM BAR - THREE SPANS LIS z& H e 6d 70 8E1 90 10d 110 12d 130 SHUTTER WIDTH - IN - TWD 5PAN5 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE i1 111! I i_____ EFL . AT 101 PSF MONIAMMOMOMPPP ■11 I ■ �!■ ■ e Il1!1 iI■ mdse■.. ��� DRB2X6 -3 84 9d 110 11d 120 13d 140 1521 160 SHUTTER WIDTH - EN - TWO SPANS in 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER r- 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER 90 100 110 120 130 140 180 160 SHUTTER WIDTH - IN. - THREE SPANS a- z H z W m e 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER uniuiuuiiuiu dIi!iIuIuiii i! iIiflhiIflh!fl iiiuui;iiiuhi mimmimmum glerjr.rairaudim 6d 70 130 90 100 110 12d 130 SHUTTER WIDTH - IN - TWD 5PAN5 DR62X653 DEFL. AT 1d PSF END POST 00 CV END POST 2 x 6 STORM BAR - THREE SPANS �l? WITH STEEL 5TIFFENER Pil _ . 44 uiiiiii- ii !I ii I IirnIIUI Maramill SWIM RENON saiiiigia wimmimplE 9d 160 110 120 1321 140 152I 160 SHUTTER WIDTH • IN - TWO SPANS STORM BARS L TOP SUPPORT TWO SPANS TOP SUPPORT THREE SPAFJS • - • •• • •• • 1-- 0 z W J m ce H E z 0 0 J Of Q m 0 LO 1 C 0 N 0 0 • u cst LC N L.. U L 0 If s . • D! • > P O •w J Z — O m z LJ W z a g Z o a g 0 � _ s ir) 00 1n r O a) 0 0 W N N CO as 0 0 v N 0 0 0 0 3 0 C c 1. 0 0 ; 94 -55 0 drawing no. ~heel 20 of 21 • ---- STORM BAR LENGTH STORM BAR LENGTH STORM BAR LENGTH GENERAL REVISION SHUTTER WI NU. OF 51 UKM LiAKS UStU = N = "4. •• ••• • • • • • •• • • • • • •• • • • • • • ••• • 1 • • • • • • • • • • ••• •• • • • • •• SPAN CONDITION = N +1 = 3 SHUTTER HEIGHT = Sh = b r r IN. SPAN CONDITION = N +1 = STORM BAR HEIGHT = BL = SH -BOXh = f (" IN. TRACK WIDTH = Tw = Q 1 L SHUTTER HEIGHT = Sh = ctik IN. STEP • BOX HEIGHT = BOXh = it" IN. 1 SLAT SPAN = Ls = (Sw -_ 2 * Tw) /(N ± 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE STORM BAR HEIGHT = BL = SH -BOXh = gt.f ' IN. 2 FROM DEFLECTION GRAPH FOR 10 PSF -. READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K * R1 TRACK WIDTH = Tw = 142:12 'IN. 0 . 2.-Aq-z_ STORM BAR STEP FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 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 /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE 1' HEADER 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K * R1 D �d ! 0 .2,0 0 {J __ -2 } l.(s 9 1 "'o 3 STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : ® 1 �fi '7S - Ls /30 4 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 0 - o 1 k 2- 4 / 6 )c. HEADER (IF THERE IS NO HEADER SKIP STEPS 5 & 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, 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. QV 31 g Ls /30 o SO d NO. OF STORM BARS USED = N = "� •• ••• • • • • • •• • • • • • •• • • • • • • ••• • 1 • • • • • • • • • • ••• •• • • • • •• SPAN CONDITION = N +1 = 3 SHUTTER HEIGHT = Sh = b r r IN. 9 - IN. BOX HEIGHT = BOXh = Q1 STORM BAR HEIGHT = BL = SH -BOXh = f (" IN. TRACK WIDTH = Tw = Q 1 L 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 /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE . 2 FROM DEFLECTION GRAPH FOR 10 PSF -. READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K * R1 0,01 .k (. 23 0 . 2.-Aq-z_ STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 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 0. 1p.23 O . 2- ( b HEADER 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT DESIGN LOAD Sc SPAN CONDITION TO MEET DEFLECT! N <t L /3(1 OR �, ". AND STRESSES LE THAN .ALLOWABLE. TRY HEADER SIZE. s ` - ` - 6 - FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER == R3 DEFLECTION OF HEADER = Dh = K * R3 EFFECT ON SLATS = D3 = Dh /4 __ -2 } l.(s 9 1 "'o 3 7 TOTAL DEFLECTION = D = D1 +02 +D3 IN. ® 1 �fi '7S - Ls /30 - ASCE 7 -88: DESIGN LOAD = Pd = D. "r PSF MULTIPI IER FACTOR - K = Pd/ 10 = S Cf SHUTTER WIDTH = Sw = 0 pi / POSITIVE LOAD NOTES: 1. IF FOR NEGATIVE LOAD 0 > 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 _ DEFLECTION CALCULATION SHEET ASCE 7 -88: DESIGN L OAD = Pd = 2' PSF MU(T :PL'ER FACTOR = K = Pd /10 - c ,2.3 SHUTTER WIDTH = Sw = 11 1N. NEGATIVE LOAD Engr. DR. HUMA:OUN FAROOQ STRUCTURES FLA. PE # t6557 C.A.N. '..,38 JAN 31 0 M 0 ;0:04 O 4. 8 o_ ( o .-. ( 6 LP, •w• -21- • • _ • • • • h•• • • .4 •pa'. 0 '.) a) 0 0. _ . . 1 In < Z 0L 00 U m . 1 o IA z Qu 1= CI zo 5.i g O ° 0 (1) 0 0 z x 0 0 W W z 0 0 1 m 0 GI i= U 1 0 m N U N tO N ct • •• • c drawing no. 94--55 s heet 21 of 21 1•••• • • • •••• • ••• • .. • • •• • • • • •• • •••• • • • •• •• • •••• •• • ••• •• •••• •• •• • • • • • • • • •••• • . • • •••• • • • • • • • ••• • •• •• ! P:f )1 MAY 2 9 2007 PERMIT #:(,) Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANC,r, TH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Inspection Number: INSP -50698 Permit Num S-5-07- 100 Inspection Date: 10/11/2007 Inspector: Grande, Claudio Owner: BALL, IVAN Job Address: 800 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ROLLADEN INC Building Department Comments Tuesday, October 9, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060142770 Lot: Phone: (954)454 -4220 I ROOL UP HURRICANE SHUTTERS Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. esc Inspector Comments MV Page 2 of 2 Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 0561CiLL_ Permit No. PERMIT APPLICATION Ardl FBC 2001 Tenant/Lessee Name Building Department Master Permit No. r77x MAY 2 .. 200/ Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Sim le i i e o er) AMA/ L MbM,4 ' 4(L Phone # 77 " Cs7 g g c Owner's Address g00 A s 9'7 STS City // tig Oif State Zip 3 3/3" Phone # Job Address (where the work is being done) Ld0 ti). 77 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name /?O /kb CN .J/& Phone # 9in 9(-.r 7- y// y Contractor's A . ess 3 City ` l 1: 1 State Zip 33 0 2 Qualifier t Alf C0 0 i A/ State Certificate or Registration No. C o o g s 6 q $ Value of Work For this Permit -it 4, y 7 pl $ 00 Certificate of Competency No. Architect(Engineer's Name (if applicable) 4/ f4 Re) D Phone # zip 331)7 ,3 5.204/0 Z Square Footage Of Work: 9yip Type of Work: [ Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ ( 1�� lD �� ` CCF $ 4-750 CO /CC Notary $ ' Training/Education Fee $ ' (2 l Technology Fee $ 0 - "1, �� Scanning $ . '( Radon $ Zoning Bond $ Code Enforcement $ 1 1G JUN 0 7PAIE Total Fee Now Due $ l ' 1 v 1 1 V° .P (Continued on opposite side) Structural Plan Review. $ Bonding Company's Name (if applicable) /9/4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. )CSignature Chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this day of 200_T, , , by J f i 3 - / 1 , day of y 20 01 by Ejl i /itO l_., /� ozA►J , who is perso ly own to me or who has produced ' who is personally known to me or who has produced e t t g '2 7 2 o ,jea ah4n and who did • an oath. l� t - as identification and who did take an oath OOOOOOOOOO ® 08086200,88884808808888810888 P OPPOPPPOPI NOTARY PUBLC: sBa `e M ®��6U® NO TARY PUI.,IC ORE® '' •� � Comm # DD0481355 fi DD >, 1355 • o ro i,i Sign., t `,F Y •,, 5 , Print: t}Ri =. if ° F h / 1 >.d� (� -4254 ® Print: • � , �. ^� . :'_ ' 13/2009 My Commission'Expine PP���.�D(9... {�: ..... ,D•DD000OODODO ® My 01 . 5. �°Ex�ires: .. r i'. lrm ®DE70019ApODPDD POD PDD P P©OADeaPDOOPPDD®OPP tk9tiki:& aY7k9aiki43est,@$ e3c74, kiYak3tk ak9i8t4e, Yae9e ***** sY*, h4e3e, t9e sksk9t& 9eaYsY8eak3e8tdtdctk**** Ye4e aF8evY9coYtkeY******** ah9z* a` za44e* 9e9es48atbsYati*9 eaBS43t9e9eaY,kat* APPLICATION APPROVED BY: The foregoing instrument was acknowledged before me this 11 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** j ****** 1******,******** ************** ** *** ****** *** * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOS SITE AT TIME OF FIRST MEM* PERMIT NO. TAX FOLIO NUMBER: /f^ 3A (_ t, f t.(_ ' tjE OF FLORIDA, COUNTY Or UAOE Y that this is a true spy of the )rigtnal file in this office on rU day of STATE OF FLORIDA: A o 20 COUNTY OF DADE: WITNE y hand and °thole, Seat. HARVE z UV! LERK, LULL j119 Notary (Notary Stamp) +••+••iri • • viva. ORENO i (addrsl 3y Comm # DD0491355 Expires 11/16/2009 Bond,e,�Jdd _thru (800) 432.4 � 264 OOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOO 1111111111111 1111111111111111111 C F t4 '' `OO7R�. 5 8 677 36 OR 8F; 25678 Ps 16tt2 P t i p s ) RECORDED 06/06/2007 13.03:00. HARVEY RUVIHv CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE ty Courts D.C. 2004 Prepared by and r rn to: ARi A- 140 I ttEj l Rolladen, Inc. 550 Ansin Blvd. Hallandale, FL 33009 THE UNDERSIGNED hereby gives notice that improyemem s will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following Information is provided in this Normal: OF COMMENCEMENT_ 1. Legal description of property and street address: rs r , Qoo x6. E, �7 7r ST► / 4/44( / cSE 'O FC . .3?/?re (Leval aeacrfuonJ Lot: /1 � Ar Stock: / ' L -� .S • 2. Description of improvement install hurriane shutters 3. Owner(s) name and address: mama) /(/.9N 1 /MOM4 (address) 100 AID . `1771- 5 Interest in property: QCR.4 S Name and address of fee simple titleholder 4: Contractor's name and address: Rolladen. inc. 550 Ansin Blvd.. Hallandale. FL 33009 5. Surety: (Payment bond required by owner from contractor, if any) WO . 6. Lender's name and address: n j 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statute.. Irene) (address) 8. In addition to himself, Owner designates the for .ow owing persons) to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(a)7., Florida Statutes. Notary Public: c: ( 9. Expiration date of this Notice of Commencement; (the expiration date is 1 year from the date of recording unless a different date is specified) ( of Owner: jy ,, r /Net Owners Name: Sworn to and sub abed before me this day of '1 A y (,/ r // Bonding Company's Name (if applicable) /l1 (i1 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose, property is subject to attachment. Also, a certified copy of the recorded notice of commence. >i ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In sence of s posted note., the inspection will not be approved and a reinspection fee will be charged Application is hereby made to obtain a permit to do the work and installations as indicated. I .certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Owner or Agent The foregoing instrument was acknowledged before me this ,12fi day of 2001, by vra 4 Ai X14// , who is personally known to me or who has produced/_ v(v ga �o 'e/ % Z As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MARIA MORENO APPLICATION APPROVED BY: (Revised 02/08/06) Contractor oo��� The foregoing instrument was acknowledged before me this ®w 20 by CA- /t'k tO -now day of who is known to m $ who has produced as identification and who did tak e `AIttt� NOTARY PUBLIC: : 17/ A Y ,ig w , J j i t My Commission Expires: Na►�IA,ssn, Inc My Commission Expires: 1 h ® r 0040aosOWOWO p�pmmmarm me®®QaAOamomaoamm0000sss asmo *************************************** * * * *alkikaF4eaY9e,ktk9ik,Y**** flt**** aYaY, t• det44C, Y**** tYaY, k, ktY4[*4e*lt e ****,U11caF,L•,faY*9edo*** Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Value of Work For this Permit $ Submittal Fee$ Permit Fee$ /ACP ', i'i* IVllami Shores Village Building Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ti City Miami Shores Village County Miami -Dade FOLIO / PARCEL # fr° 3a a 0 - 0 14 .277 Is Building Historically Designated YES NO Type of Work: Addition ['Alteration ❑New Describe Work: /` 6k S. e.o Notary $ Training /Education Fee $ 0 -DC Square / Linear Footage Of Work: Scanning $ .2)<Y> Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Permit No. — J 101 Master Permit No. r , t Owner's Name (Fee Simple Titleholder) • VU n 4 t V IOI1CI L l Phone # Owner's Address ge0 c/UR Q7-'4 5 City TY , 5here5 State Zip � � � -- 33/3r Tenant/Lessee Name / Phone # — 75 $05 E -MAIL: Job Address (where the work is being done) gee0 Ng_ g_ q) - ' 9 Zip 3 18 r te r �-- Contractor's Company Name ¶ ('Q ; le C +' C .J 1'1t. Phone # GI T1-771-7/607 Contractor's Address 6 1 51 Pe ro k,� Ian, City 611 yw014 State F[_ Zip 3 Qualifier Name CG f'{ Lp i r a a� Phone # -( S� ?8 ? •- 7/‘02 State Certificate or Registration No. /^ C 0©CO3 15 Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) ( OOOQ3' Phone # ❑ Repair /Replace ❑ Demolition .kr �� ■ / e *****` k*** ** * * * * * * * * ** * * * * * ** * * * * * * * **+F* Fees************* * * * * * * * * * * * * ** * * * * * * * * ** * * * * * ** CCF $ O - COO CO /CC Technology Fee $ 50 Zoning $ Structural Review. $ Total Fee Now Due $ J( V � Paid See Reverse side -� - - - - - -- - -, - - - HOOK UP 1 1/4 HP MOTOR FOR HURRICANE SHUTTER ®C0p Passed Inspector Comments my 1 51, 4 Y 9 > Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/0312007 Inspector: Devaney, Michael Owner: BALL, IVAN Job Address: 800 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: TIRONE ELECTRIC, INC. Wednesday, October 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 05 Phone: (305)795 -2204 Fax: (305)756 -8972 Block: d Phone Number is Inspection Number: INSP- 50706 Permit Number EL.- 5 -07 -11 01 ` Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration e it." 9.11. Parcel Number 1132060142770 Lot: Phone: 954- 989 -7162 Page 2 of 2 Project Address 800 NE 97 Street Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) TIRONE ELECTRIC, INC. Phone 954-989 -7162 CeII Phone Type of Work: ELECTRICAL Additional Info: SHUTTER MOTOR Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $2.50 $106.30 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Thursday, May 31, 2007 Address Parcel Number 1132060142770 Block: Lot: Phone Total $ 0.0 Payment Type: Amt Paid $ 0.0 /1( . Amt Due $ 0.00 Expiration: 11/27/2007 Applicant Available Inspections : CeII IVAN BALL 800 NE 97 ST MIAMI SHORES FL 33138 -2528 Valuation: Total Sq Feet: $ 1,000.00 0 Inspection Type: Relocation Underground Rough Service Change Meter Box Fire Alarm Final Alteration W. W. In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 31, 2007 Date 1 APPLIED 550 ANS1N BOULEVARD • HAL ANOALE, FLORIDA 33009 RESEARCH LABORATORIES 5371 N.W.181 st Street 'Wm!, Florida 33014 Phone (305)824 - 4800. Fax (305) 624 - 3652. Enid A.RLTESTTaoLcorn . rolladenr IMPORTANT SAFETY INSTRUCTIONS WARNING - To reduce the risk of severe injury or death: 1. READ AND FOLLOW AI INSTRUCTIONS. 2. Never 14 children operate or play with shutter controls - 3. Always keep moving shutter in sight and away from geople'and objects until it is completely closed. NO ONE SHOULD CROSS . THE PATH OF THE MOVING SHUTTER. SAYE THESE INSTRUCTIONS 6 Hallandale: (305)454 -41 - Dade: (305)757 -85 :': Broward: (305) 525 -34 Palm Beach: (407) 885 -62 Fax (305)454-151 143 Rolladen, Inc. Issued 11/05/99 Page P -31 *Ma awls. mepubteandowselues,etecanterds at Oils repartand lls essedaled documents ars the sole property otApplied Research Laboratodee. Inc Authorization for pubikation rdusians or extracts Fran or regarding ihb report Is reserved pending our written approval. This report applies only to Om standards identified and 10 the samples) tested andlor Unless athenvfse specified, the lest andrortnspel6on results am nag lndtcative or representative or the qualities of the bt from width the sample was taken sr of apparently identical ar materfais. 29843 APPLIED RESEARCH LABORATORIES 5371 N.W. 161st Street •Miami, Florida 33014 • Phone (305) 824 - 4800. Fax (305) 624 - 3652 le Email ARLTEST @acl:com GENERAL DESCRIPTION The Model EA048 vertical roll shutter units as covered by this report provide exterior windowprotection for residential housing. The products are electrically rated for 120 VAC, single phase, 60 Hz power. • _ The main shutter enclosure is constructed of0:032 inch coated sheet metal. The entire enclosure, shutter, and shutter guides are painted with a coating for added protection and esthetics. The shutter slats are constructed from 6063 -T6 Aluminum Alloy, and are interlaced to give flexibility and rigidity. The bearing assembly consists of two stainless steel plates. The motor shaft slips into each bearing, and the whole assembly is mounted•into the shutter enclosure. . Housed within the electrical enclosure is a sin gle, UL listed motor. Line voltage is applied to a three position switch which controls up and down movement of the shutter. The input power to the motor enters the • enclosure through a single hole protected by a grommet. A cord connects the motor directly to the three position switch. Each Motor-supplied with the shutter has limit adjustments which control the amount of shutter dispensed foam the main enclosure. All Motors used within the model EA - EAB fib 048 are thermally protected. The motor .unwinds the shutter from the main enclosure, and slides on a Length of guide specified by the manufacturer. When the motor reaches the limit adjustment, it halts immediately. A switch activation-in the opposite direction retracts the shutter. During power outages a manual crank handle can be used to raise and lower the shutter. Rolladen, Inc. Revised 05/29/01 Issued 11/05/99 Page C -5 protection to clients. the public and ourselves. the contents of this moorland Rs aasadaleddocuments are the sole propertyofAppfed iteseardt Laburatodes, Inc Aulhodzationfarpubpwtton Is. conclusions or extracts from or regarding this repart Is reserved pending our written approval This report applies only to the standards identified and to the sample(s) tested andlar wade. Unless otherwise specified, the test and%or inspection results are not indteaUve or representalve of the quaINes of the lot from which the sample was taken or of apparently Identical :dads or materials. APPLIED RESEARCH LABORATORIES 5371 N.W.161st Street *Miami, Florida 33014 Phone (305) 624 -4660 • Fax (3G5) 624 - 3652 • Ema6 ARLTEST®aoLcem RON 72 -73. • 1070 -1071 RON 68-67 • 1116 -1I17 1019 -1022 1023 -1024 1026 • 1019' -1022 1023 -1024 1026 L/N: 29843 . DATE 05/29/01 1M.04 61 , MODEL: EA and EAB4$ • . Revised 05/29/01 29843 • Rolladen, Inc. • Issued 11/05/99 Page P -19 protection to dents, thepublicand ourselves. the contents afthtsreport and Its assodated documents are the sole property of Applied Research Laboratartes. Inc. Authorizationforpubtkation Is, conclusions or extracts from or regarding sits report is reserved pending our written approval. This report applies only to the standards identified and to the samples) tested animas made. Unless otherwise specified. Ihe and/or inspection results are not indicative or representative of the qualities of the lot Men which the wwU,ele nr enslardala_ • • A a • N MOMS .L.. "IV/ --- APPL/ED T_. RESEARCH : LABORATORIES .5371 N.W.181 st Street + Mtam!, Florida 33014 Phone (308) 024.4!00 • Fa (305) 024 - 3052 • EMat AALTESI®aol,eom ,ELa TgtCAL •1/1/IRIND bASiC =S 115 Volta - B© Hertz Nit storm GOMMMONN FROM MOTOR NEUTRAL. FROM POWER SOURCE (WHO) S'LECIRICAL DIAGRAM OF AN OPERATOR: ground (green) comninon (white)•: • direction • 1 (black) .direction 2' . (f°edl. STAND MO WtING INST'A&iCIIONS: . The moetdof mon way cif wirifid a SIMU motor is by using a double pote/doUble.t nter off switch.: .. • • • tt•bi 'amt* pod .b:,.Inse.#.d L. • - . ieeeadi tw the bar •taiSitrat , *aside 4 do p 6 i Wit7fi mtnbmun (stinted tlt •f .••• 0.•. 1d er 04 dHw roust ust • be tiblittd Marehiea • .. .i r•....w rs • Mr... ,Mres• edik, D tie •••••••• .wn* WAFtN iNG$ • DO NOT wire 2 sWitclies to one motor, refer to the chapter "Control Systems" DO NOT wire two or more operators (parallel wiring) to one switch. Refer to the chapter "Control Systems`. CUSTOMER NAME MN 9 1441h4 ,I -(,c BILLING ADDRESS p Cf7 7`f 57 TELEPHONE 7S Fgs OTHER PHONE We propose to fumish and instal the following: UNIT NO. ACTUAL OPENING ROOM SIZE WIDTH X HEIGHT Ifaeskr 1Wx80, PRODUCT CODE TOTAL DOOR WINDOW ReacAie CoW 3t ROLL CRAtSK ONLY SHUTTER MOTOR ONLY e r,7 OPERATION MOTOR & CRANK COLOR SELECTION PROFILE FRAME rekt T AL AMOUNT OF CONTRACT DEPOS1/3 MINIMUM REQUIRED / 11 F /3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION SPECIAL INSTRUCTIONS $ ; t elfcC oo $a ("Ma, Rear Indicate by number counter clockwise O mit . Front Special Instruction: Is electrical labor for Fl B ding: d Q /aees TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or H an electrical connection by Roliaden Is required, a maximum of ten percent (10%) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 175% per month on the unpaid portion of the purchase price from the date of installation by the Installer to the date of payment. OWNER OF PROPERTY? YES NO ❑ (If NO, fill In Owners name and address in space provided at top of form.) Produ re e installed on the' premises situated in County, State of 1 -t owned by Purchaser�nd described �' Lot t Block � ' Sub Division / ( f 3 Folio # / — 7..a0 --- ef/c CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller In person, by telegram, or by mall. This notice must Indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment EXECUT D IN SIX COPIES, ONE COPY OF WHICH WAS DELIVERED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER, THI DAY OF ' PO ROL - 5 (Accepted & Approved) ROLLADEN INCORPORATED BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately 490 to a weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual Installation date. and switch installation by Rolladen included in this price? YES NO ❑ Is high work required? YES ❑ NO I have received a copy of 'Notice of Consumer Rights Under the Construction Industry Recovery Fund° as required (X) (X) ORDER NO. ©nl €4 w 3, 992/ CUSTOMER MAIN OFFICE JOB ADDRESS PROPERTY OWNER Zgr (Purchaser Sign Here) (Purchaser Sign Here) azoo Page _ j, of Shutter Schedule # Widt� Height Zone Product Anchor # Width Height Zone Product Anchor 1 r1 13.1` • IV n ,r 6149 11 2 ( 12 3 13 4 14 5 15 6 16 7 17 8 18 9 19 10 20 Customer: Criteria Data Mean Roof Height. Exposure: Roof Slope' Elevation: End Zone: WIND CHART Design Positive Negative Int. Zone: Negative End Zone: AS <to c 1S' yes thp4 Loads &z3 &1( 1 1140 gb0 JJC. 97 NI retry,," s 1 7Z. 3313? Rolladen Shutters Contract #: Color: Date: 5//6 7 0 E4 39921 "... • imi IL .. in a is a • • um 99 al • • . • • OM 11 M RE 111 • i ON"- s , L i ' qq u. _~ _ _l_._ _. �__._._.. r m el IIN !JLI lIRU ii rni 1 ii 111 I ia . II .. Illalling i g`` 1/ a if, ill ....r ai 111 I 1 • ii ....1 r II alb 11 lik. III we al ,_,_ _. .._ i i 1 "Y-- .., ... - - - • • d- --- -. , 4 , i - - - E r 1 1 't P _ A P P P 4 Showroom: 550 Ansin Blvd. Hallandale, FL 33009 1-800-SHUITER Fax: (954) 454-1577 CGC #008964 www.rolladen.com JOB NO. 0 DATE SI 401 JOB NAME 17A (.1 I _i_VAti CALC BY SHEET OF ,,g CIS EQUAL OR T; ASS MAN 6 :. l aid WO ,Speed 146*, k p. atapcp)aa4 I.O,, ? . g o 7, ».0 9 TRIBUTARY AREA =10 SQ. Fr. s ROOF SLOPE > 10 DEGREES. ROOF SLOPE <10 DEGREES TRIBUTARY AREA =10 SQ. FT. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 ( +) O (-) ( +) (:) ( -) 46.5 50.4 62 41.9 45.4 56.1 20 49.2 53.4 65.9 443 48.1 59.3 25 51.4 55.8 68.9 463 502 62 30 53.7 58.2 71.9 483 52.4 64.7 35 552 59.9 73.9 49.7 53.6 66.5 40 56.9 61.7 762 . 51.2 55.5 68.6 45 . 58.3 63.2 78.1 52.5 56.9 703 50 59.7 64.8 79.9 53.7 583 71.9 55 61 66.2 82 54.9 59.6 73.8 60 61.8 67.1. . 82.8 55.6 60.4 74.5 ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL. WIND LOAD TABLES FOR $NUTTERS PER A.S.C.E. 7 BASIC WIND SPEED: 146 MPH. ---- MAY 0 3 2001 ROBERT N. TRACY TRACY CONSULTANTS 4660 SW 128 AVENUE SW RANCHES, FL. 33330 954- 434 -5035 PE# 11363 CA# 3958 MIAMID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 ©8' 46 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Di ision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other ar where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and%or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet• the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Roll-Up Shutter APPROVAL DOCUMENT: Drawing No. 94-55, titled "Several Titles ", prepared by Al- Farooq Corporation Inc. dated 07/22/94, with last revision on 12/19/05, sheets 1 through 21 of 21, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of-this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be for termination and removal of NOA. ADVERTISEMENT: The. NOA number preceded by the -words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 1110.04 and consists of this page, evidence page and approval document mentioned above. The submitted documentation was reviewed by Can ont, P.E. NOA No 06- 0213.01 Expiration Date: September 25, 2008 Approval Date: August 11, 2006 Page 1 Rolladen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Al- Farooq Corporation, titled "RollShutter Detail, Header Mullion Details, Storm Bar Connection Details, Mullion & Box Details, Post Loading Charts, Top Support Loading Charts, Storm Bar Loading Charts & Deflection Calculation Sheet," Drawing No. 94-55, dated 07/22/94, with revision "g" dated 12/19/05, Sheets 1 through 21 of 21, signed and sealed by H. Farooq, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201 and Cyclic Wind Pressure Testfr PA 203 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HE1'I- 94-139 dated 06/0994 signed and sealed by A. Viqar, P.E. 2. Test report on Uniform Static Air Pressure Test perYA 202 of Roll Shatter prepared by . Hurricane Engineering & Testing, Inc., Report No. HETI- 94423, 250, 297, 308 & 325 dated 05/24/94, 08/12/94, 09/16/94, 09/22/94, & 10/04/94 signed and sealed by A. Vigar, P.E. & H. M. Medina, P.E. 3. Test report on Large Missile Impact Test per PA 201 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -297i, 95 -325i & 95 -461, dated 09 /16/94,10/05/94 & 06/22/95, signed and sealed by H. M. Medina, PE. C. CALCULATIONS 1. Mullion and anchor calculations using rational analysis dated November 3, 1994 and revised on November 12,1994, signed and sealed by H. Farooq, P.E. 2. Mullion and•anchor calculations signed and sealed by Humayoun Farooq, PE. on February 22,1995. 3. Mullions, Storm Bars, Header and anchor calculations prepared by A1- Farooq calculations on 01/31/06 and signed by H. Farooq PE. D. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. HETI -94-T7 prepared by Hurricane Engineering & Testing, Inc. dated 07/26/94, tested as per ASTM E8 -93; signed and sealed by A. Viqar, P.E. 2. Tensile Test Report No. HETI 94-T36 prepared by Hurricane Engineering & Testing, Inc. dated 10/17/94, signed and sealed by H. M. Medina, P.E. 3. Mill Certification of Chemical Composition and Physical Properties prepared by The William Bonnell Co. Inc., die drawing No. Ron -68, dated 07/18/94 for Aluminum Alloy -T6. E. STATEMENTS 1. Letter of no change issued by Rolladen, Inc. on 05/22/00 signed by T. D. Low and notarized by E. M. Roldan on 06/05/00. _ -- 2. Letter of code compliance prepared by Al- Farooq Corporation on 02/02/06 signed and sealed by H. Farooq, PE. F QUALITY ASSURANCE 1. Miami -Dade County. Building Code Compliance Office. E -1 Can oF. ont,P.E. Senior Product Control Examiner NOA No 06- 0213.01 Expiration Date: September 25, 2008 Approval Date: August 11, 2006