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53 NE 101 St (14)Legal Description er Lessee / Contracting Co. Architec / WORK DESCRIPTION PERMIT APPLICATION FOR MIAMI SHORES VILLAGE bat; 'f// /91 Job Address 53 Ai /,_ /0/ ST Tax Folio \ � 32()(-49C)13 11 3 t�l DGk �� v{ Tenant e- e)fDJ 7 n , KcL' c n Owner's Address - 52 N Q (C)( J� \o_ e rJ Qualifier ) Th l 0 C J 2Cn SSa # - Phone ha s' 3 State #(2 016114 q (04 Municipal # Competency ngineer I\\ A rC Coe p Bonding Company OA Mortgagor N Address Permit Type(circle one): :UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN by rr i can sh�{, I Square Ft. " Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate :nd that all work will be done in compliance with all applicable laws regulating constructiol a .ning. Furthermore, I authorize the above -named contractor to do the work stated. Signatur.0 for or Owner- Builder Date:9 i ' Signature of bwner and /or Condo President Da'e: -C:=( Notary My Comm APPROVED: s to Owner and /or Co,Pr d� , - .� t . ROBERTS - COMMISSION # 308090 " , b 'OF F . * * * ssion Expires: ** * * * RADON Zoning Buildin Mechanical * * * Fire Address 5$o 4L / 3 1uc Ins.Co. Address ` 2-33 AVM Address y as to Contractor or Owner- Builder mmi 4 &o •i• ' aY P0;'.-- � e • ROBERTS -_ "- COMMISSION # 308090 - N Q- * = E4PIRES AJJG 11 197 C.C.F. - NOTARY TOTAL DUE 1; No My Iud .n` Master Permit # 3 8 3 7 Phone --- 00 I * ** Other Electrical Plumbing Engineering ItUnit No. i a Slid! Door Win Entry Door i ,• 1, Room A0°m .1 Opening Size Width Height Operation IIS Profile Color OIS Profile Color Frame Color :ir: •n of receipt of de osit you ,)tiil P be . t r ontac( date. z .. , . . Manual Crank Motor Mtr /Or F48 ,_ r> � 7 z, 6 x , _ : rtlarr 11 Lrl :f ' • . 1 ... sae -ogef •Affil :1E I \., .P.' . , 1 . '' . Cal • 'ui;' `UJ t i 'o. efe : a;( ; m`{ I . . ■ 'rti • 1 0 'YRi is 'i it V. • n01 ;p: ' /1l 't 1 b;:,,1 '.I•}<' ;,, i )lit; :tnom ':aip I is'. • • ., ; "11 - . lc, t i !flip 1 . ',?1134 A be). iu3lj31.ir " iii-IOn ;.!d r1:' l( ) i p . . .. :1 , ii!' • ,7e a•":' •, , r • . •, .• '• i •••1•• 1 : fii. 'i is 1,1/! ;`J7r•IPtt w.t)rc • inhrom . • TOTAL AMOUNT 19-�'p DEPOSIT ('/ Min. Rei uirec) . ,. ^ ' ' BAL. DUE C.O.D. Pay Installer /Pee Instailatio�� ' stimated to begin to ' weeks from date in apptozlihtel9 of receipt of de osit you ,)tiil P be . t r ontac( date. z .. , . . his to n . is only n Intimated date and schedule the actual installation \' C�/ t rt. (•H .. •t l CUSTOMER fi ,NAME 7 »K7A.i ©w-J JOB ADDRESS BILLINGADDRESS r $ 3 Ne /b / , I tj ,. i' w S)bi ' PL- 33 /L� TELEPHONE ; 3&.r— 7 l 4 PROPERTY OWNER �.> 0 •.„„ OTHER,.PHONE ;1, +(t!i V■Ie pro ose;ti- •furnish'and install the following: . ' +Tota openings o by covered (multiple count as one). Units are numbered from left to right from: Inside Filler Panel(s) to be located in section No and No. and No. None • ' , • •.^ r iShutter(s to be installed: Inside O Outside O ld `: ipriHulal '.,••.;lf2c )nhtx • avii• r' • ril ur._. .: '•-'rn 1(.1 :t112 , •• :n1n 5r Rear Indicate by number counter clockwise © OMIT ' -n.•'- Front • Special Instructions: Electrical hook-up includdd in this price? YES ❑ NO• VA. Surface Mount ❑ Recessed ❑ TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Sears or its authorized sub - contractor, a maximum of ten percent (10%) of the contract amount may be retained pending completion of same. FLOOR OF BUILDING OWNER OF PROPERTY? YES NO ❑ (If NO, fill in Owner's name and address Is, "high- work" required? YES ❑ NO . in space provided at top of fo m.) Products are to be installed on the premises situated in County, State of owned by Purchaser and described • as: Lot Btock , Sub Division. CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "You the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of the transaction. See the attached Notice of Cancellation Form for an explanation of this right. EXECUTED IN SIX COPES, ONE COPY �QFHI W H WAS D LI RED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER, THIS If DAY OF V c - L� , 19 a esm. ) (Purchaser Sign Here) ( (Purchaser Sign Here) • j Accepted & Approved I ORDER NO. s5 5E 1 tD 491 Sold, Furnished and Installed By Security Climate Controle A Sears Authorized Contractor ta� Store Address: Telephone #: Outside i''1 • ' t Page _ of MAIN OFFICE L i - 1 lF 1 1 - 1 1 . . 1 ___ ___ _ _ . _ _ ..___ I . - I - --I ____ ___ . I I 1 . . . / . . 1 If . :But - LO/N6 EV Ai, 04 4,g;s-- - 7 - ..A4). 9 Al -- ' , / 5' i----1 i :r ROO F ioevir 1 11 1 . , I 1 6_0(f.z/ 45_9 , • , I • . 1 1 , 1 i; , ! 1- ---, ; , . . . 1 , i i _ 1 I 1 • 1 . , , 40" Cb9 NOOD • ; • . , H mills polk& wort. at , . ; , I ■ • . . . . . . . . / 4 :But - LO/N6 EV Ai, 04 4,g;s-- - 7 - ..A4). 9 Al -- ' , / 5' i----1 i :r ROO F ioevir 1 11 . , I 1 6_0(f.z/ 45_9 , • , • . 1 1 , 1 i; , ! 1- ---, i i _ 1 I 1 • 1 , 40" Cb9 NOOD • 47 . I -V C H mills polk& wort. at . . . . 1 1 I , ! L BACK - 76 _s-tcp L_ _ • i - _ .;:;,:. 2 .. • . , , ., _ . . .... . . . .. .,.....•_.. ... . il i 1 , .z 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form Date: Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: "A.C.C.A." Aluminum Accordion Type Shutter under number 94- 1201.06. Extruded Aluminum Roll -up Shutter under number 94- 0818.05. Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95-0120.02. This letter authorizes Emilio Cuzan to use any of the following: "A.C.C.A." Aluminum Accordion Type Shutter under number 94- 1201.06. Extruded Aluminum Roll -up Shutter under number 94- 0818.05. Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. at the following job: Job Owner's Name: ) Job Address: ..5 `71 . /G / Sincerely, Williaia De core Vice , Pregiderx° - : rolladent Hallandale: (305) 454 -41 Dade: (305) 757 -8591 Broward: (305) 525 -3466 Palm Beach: (407) 686 -6277 Fax: (305),454-1577,_ BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH HT. (ft) - - - -- 15 43.2 20 46.9 25 50.0 30 52.7 35 55.0 40 57.2 45 59.1 50 60.9 55 62.6 60 64.2 ROOF SLOPE > 10 DEG. ZONE ZONE ZONE 4&5 4 5 + - - 45.9 49.9 53.1 56.0 58.5 60.8 62.9 64.8 66.6 68.2 EXPOSURE C 57.2 62.1 66.2 69.7 72.8 75.7 78.3 80.7 82.9 85.0 ROOF SLOPE C10 DEG. ZONE 4 &5 39.6 42.9 45.8 48.2 50.4• 52.4 54.1 55.8 57.3 58.8 ' ZONE 4 NOTES: BLDGS. 60 FT. HIGH OR LESS USE EXPOSURE C FOR ALL BLDGS. a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. ZONE 5 42.0 52.1 45.6 56.6 48.6 60.3 51.2 63.6 53.5 66.4 55.6 69.0 57.5 71.4 59.3 73.6 60.9 75.6 62.4 77.5 h NOTES: Z BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATE) FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. HIGHT (ft) 10 20 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 ZONE 5,6 &7 35.5 38.5 43.2 46.9 50.0 52.7 57.2 61.0 64.3 67.1 69.8 72.1 74.3 76.4 78.3 80.1 81.9 83.5 85.0 86.5 87.9 89.3 90.6 EXPOSURE C ZONE 5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 59.6 63.5 66.9 69.9 72.6 75.1 77.4 79.5 81.5 83.4• 85.2 86.9 88.5 90.1 91.6 93.0 94.3 BUILDINGS GREATER THAN 60 FEET HIGH ZONE 6 90.5 96.4 101.6 106.1 110.3 114.0 117.5 120.8 123.8 126.7 129.4 132.0 134.4 136.8 139.0 141.2 143.3 ZONE 7 121.3 129.3 136.3 142.4 147.9 153.0 157.7 162.0 166.1 169.9 173.6 177.0 180.3 183.5 186.5 189.4 192.2 ZONE 5,6 &7 53.0 56.1 60.9 64.5 67.4 69.9 74.0 77.4 80.3 82.8 85.1 87.1 88.9 90.7 92.2 93.7 95.1 96.5 97.7 98.9 100.0 101.1 102.2 EXPOSURE D ZONE 5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 77.1 80.6 83.6 86.2 88.5 90.7 92.6 94.4 96.0 97.6 99.0 100.4 101.7 103.0 104.1 105.3 106.4 ZONE 6 117.1 157.0 122.4 164.2 126.9 170.3 130.9 175.6 134.5 180.4 137.7 184.7 140.6 188.6 143.3 192.2 145.8 195.6 148.2 198.8 150.4 201.7 152.5 204.5 154.4 207.2 156.3 209.7 158.1 212.1 159.9 214.4 161.5 216.6 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87 AVE MIAMI, FLORIDA 33174 (305) 264-8100 ZONE 7 AFC 94 -01 INDEX OF DRAWING SHEET NO. DESCRIPTION 1 OCiRUSIONS DETAILS. NO TES. SLAT GRAPHS 2 SINGLE SPAN DETAILS - 3 STORM BAR ANCHOR DETAILS 4 HEADER /MUWON CONNECTION DETAILS 5 MUWON & BOX ANCHOR DETAILS 6 POST (MUWON' LOADING CHARTS 7 TOP SUPPORT LOADING CHARTS 8 TOP SUPPORT .LOADING CHARTS 9 STORM BAR LOADING CHARTS 10 STORM BAR LOADING CHARTS 11 STORM BAR LOADING CHARTS 12 STORM BAR LOADING CHARTS 13 CALL. SHEET FOR OVERALL DEFLECTION BOX DIMENSIONS SHUTTER HT. HOOD HT. 48' a 73' 9• 95- 10' 119- 11' 148 12' 181 13 216' 14' .100 TYP. 200 .090 20 00 • RON -68 SLAT {--2.00 .090 2.812 .R0 N-72 TRACK t e -- 2000 ----1.1 .100 TYP. RON -73 TRACK FLOOR SHOE 1.174 5 5.000 6.000 1 X2X1 /8' 2 X 2 X 1/8" 2X3X 1/s- 2 X 4 X T/r 2 X 6 X 1/8' Al UMINUM -JUBE$ RON -23 INSERT 3.750 1.00 1 X 2 X 1/ 2 X 2 X 1/8' 2 X 3 X 1/8' .125 2X4X 1/8' 2 X 5 X 1/8' ALUMINUM ANGLE$ y .875 • .063 •-.078 •■■ 1.000 T- 1 x 1 x 1/16' ALUMINUM ANGLE 125 TYP .250 RON -56 STORM BAR RQN -24 STORM BAR 2.750 .062 1 P .125 - .062 TYP .250 1 .875 RON -57 STORM BAR ■ • S INGLE Eff. I • 8.V612 IN'4 /FT 'Swart 3458 IM.-LB/FT SP AN S PAt• S \THR ! SPA /n.. .rn .... 1 m .... .r .. .... ... .... .•. .... .... .... 3 0 DESCRIPTION PART # SLAT RON -68 #1117 TRACK RON -72 # 1071 TRACK RON -73 #1070 1x2x1/8' TUBE #1019 2x2x1/3 TUBE #102.2 2x3x1/8' TUBE #1024 2x4x1/8' TUBE #1023 2x6x1/8" TUBE #1026 1xlx1/16" ANGLE #1031 1x2x1/8" ANGLE #1029 2x2x1/8" ANGLE #1051 2x3x1/3 ANGLE #5012 2x4x1/8" ANGLE #5013 2x5x1/8' ANGLE # 1x1- 3/4X1/8' CHANNEL #1058 RON -24 STORM BAR #1047 RON -57 STORM BAR #1043 RON -56 STORM BAR #1044 RON-2.3 ALUM INSERT # 1046 40 50 SLAT PERFORMANCE CHART 60 FOR OVERALL DEFLECTION CALCULATION USE SHEET 13 OF 13. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 5. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 6 THRU 13. 713 j 80 90 100 110 120 SHUTTER WIDTH - INCHES 130 ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES, ETC.) r TYPICAL ELEVATION 140 150 r7 z Z N 0 H @ 1- 0 W J tL 0 .�!Cm 160 30 USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: #1117 EXTRUDED ALUMINUM ROWNG SHUTTER DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN, INC. SLAT DEFLECTION AT 10 PSF LOAD Err. I • 8.8612 IN'4 /F1 EXTRUDED ALUMINUM SLAT RLOSTORV R... 11 -1J-14 1 IMMISINNIIIIIMIIONMINIMINB22•01HS `1l!T►`RINSMINISMMIINIX11111111•11•1SSSIINE S�IS�Sr�ss�,�r7t6TTi�( �4���� i': ®1—MEs it - -�-- 4 1 52 62 73 84 95 106 117 SHUTTER WIDTH - INCHES GE14rR L NOTE 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDmON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL. PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' LATEST EDmON. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE Wmi FEDERAL SPEC. NO. TTP -645. OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/20NE B. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9. DESIGN CRITERIA FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER. STORM BARS AND SLATS S L /30 OR 2 . FOR MUWONS MAX DEFLECTION 5 L/180. 10. ANCHORING OR LOADING CONDfONS OTHER THAW THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REOUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. C ENCINE1R HUMAYOUN FAR000 PE # 16557 Z 1994 127 138 149 CZ J CD 0 w 160 Cs 0 m a) U7 0 ci 0 co 4) 1. rn 0 O . r) a) > — m� c ai c In 0 c v¢ c � 0 OL( 0U) 0nO 0 0. 0 01 m >. m 0 0 z 4a U drawing no. 94 -55 sheet 1 of 13j Ed - TYPICAL EDGE DISTANCE FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DST_ 12d...3 10d.=2-1/2" 8d-2 6d- 1 -1/2" 5d- 1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE FOR 3" EDGE DIST. SPACING - r 0.C. (FROM TABLE) FOR 7 EDGE DIST. SPACING - 6 X .71 - 4.26 O.C. _,owl; do F SPACING IN. UPTD 70 PSF - UPTD 100 PSF UPTD 220 PSF ., - -_ •y. ,P•. q. -] ..1, - ,... ,K000 .., C , ,... 12 4 - 9 3 - 6 - - ,A B 6 - - 4.9 ' - - 2.9 - - C 5.5 3.9 - 4.3 3 - 2.8 - - D 13 - - ` 103 - - 8 - - E - - 6 - - 4.5 - - 2.9 ANCHOR SPACING IN. UPTD 70 PSF UPTO 100 PSF UPTD 220 PSF CONC. BLOCK WOOD CONC. BLDCK ,K000 CONC. BLOCK WOOD A & F 7. 2.3 - 5.4 - - 3.5 - - B 3. C 3.5 - - 2.b - - 0 8 — — b — - 3.9 - - E - - 3.5 - - 2.5 - - ALTERNATE SILL NO BOTTOM TRACK 1x2x1 TUBE 0 TOP 11' LONG SEE ELEVATION 11 #8x 1' TEKS Ix WASHER 0 18' 0.C. RON -72 BOTTOM TRACK OPTIONAL 1x1x1/1E ANGLE RON -72 TRACK CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL H1/2' /2' RON -68 SLATS GLASS 3 MIN FOR 64' SPAN 3 -7/16' MIN OR 86' SPAN II II I I I T f I RON -72 TRACK II � I I 11 II II ELEVATION CONTINUOUS (2) 114x-3/4" SMS STAINLESS STEEL BRACKET W/ ADJ. PLATE REEL j O.C. TYP. SINGLE SPAN TRACK ON WALL 1/4x1 -1/2' PIN GRIPS 0 16' 0.C. 1x2x1/8' TUBE 11' LONG 1 -1/4' #8x1" TEKS & WASHER 0 18' 0.C. 2x5x1/8" ANGLE 2x3.1 2x2x1/8" 2x4x1/8" 1 1 CONTINUOUS jl 1 i RON -73 TRACK 1x1x1/16" ANGLE #14x3/4" SMS 0 17 0.C. 2x2x1/4" CUP ANGLE 7 LONG 2x5x1/8" CONTINUOUS ANGLE Ir 1� BRACKET 1x1x1/16" ANGLE TYPICAL ANCHORS ANCHOR 0 - 1/4' TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR BO - #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/r EMBEDMENT. .ANCHOR ©- 1/4" x 1 -1/4" METAL HR ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR OD - 1/4" RAWL CALK -IN, STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR C)- #14 S.M.S. INTO WOOD. 1 -1/2' MIN. EMBEDMENT (S.G.- 0.47) ANCHOR FQ- 1/4' X 1 -1/4' PIN GRIP 1/7 MIN. EMBEDMENT TO CONCRETE OR BLOCK 2x4x1 /8" CLOSURE ANGLE 1/4x1 -1/2' NAIL PINS 0 If 0.C. 24x1 /8" BOTTOM ANGLE I i I 2x2x1/4' CUP ANGLE 7 LONG —P 1�2x2x 1/4 #14x3/4" SMS 0 12" 0.C. CUP ANGLE W/ O 12' 0.C. UPTO 100 PSF #14x3/4" SMS O 6" 0.C. UPTO 220 PSF r - - --11 ✓ 1 I 1 1 1 1 L J� RON -73 TRACK -� 2x2x1/8" TUBE 0 TOP 11" LONG (2) # 14x3/4" SMS SINGLE SPAN WITH BUILT OUT 1 REEL it NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) ICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED (2) 1/4" DIA TAPCONS 1 -1/4' EMBED / #8x1/2" SMS 0 12' 0.C. 2x5x1/8" ANGLE 0 IMPACT SIDE #8x1" TEKS & WASHER 0 18" 0.C. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL. INSIDE OF OPENING OR OUTSIDE 2x2x1/8' TUBE 2x3x1/8" 2x4x 1 /8" 2.6x1/8' RON -68- SLATS 2x2x1/4' CUP ANGLE 7 LONG 2 PER CENTER TUBE MUWON 1 PER JAMB MUWON r MIN FOR 64' SPAN 3 -7/16" MIN ( OR 86" SPAN 1 j (3) 1 /4x2 -3/8" TAPCONS INTO CONC. (4) # 14x1 -1/7 SMS INTO WOOD CONT. TUBE MUWON SEE GRAPH GLASS RON -73 TRACK 1x1 x1/16' ANGLE RON -73 TRACK (2) #14x3/4' SMS BRACKET 1i y FLOOR SHOE II "II REEL SINGLE SPAN SPLIT SHUI ILR W/ MULLION MUWON SEE GRAPH CC 0 A ( drawing no. 94 -55 sheet 2 of 13 HOOD HEIGHT VARIES 8" TO 14" ANCHORS SEE SHEET 2 2x2x1/8" TUBE RON -68 SLATS ANCHORS MULTIPLE SPAN SECTION FOR MUWON ANCHOR SEE DETAIL 2x5x1 /8" ANGLE RON -68 SLAT NOTCH ANGLE 1 -1/2" CONTINUE MUWON AS REQUIRED. MULTIPLE SPAN PLAN HEADER NOT SHOWN STORM BAR CONNECTION TO WALL NO. OF FASTENERS READ. EACH SIDE STORM BARS FASTENERS CONC. BLOCK W000 REIN 24 REIN 24&23 A & D 2 3 - R0H 57 E - - 2 2 /B" R0N56 A&D 2 5 - 2X3X 1/8" E - - 3 2X4X A &D 3 - - E - - 5 2x2x1/8" CUP ANGLE SHUTTER HEIGHT MUWON HEIGHT TOP MUWON CONNECTION TO WALL SEE DETAIL STORM BAR # 14 S.M.S. OUTSIDE STORM BAR BUILT —OUT ANCHOR DETAIL MUWON STORM BAR CONNECTION TO FLOOR & CEIUNC NO. OF FASTENERS READ. EACH SIDE STORM BARS FASTENERS CONC. WOOD REIN 24 REIN 24&23 A & D 2 R0N 56 E - 2 REIN 57 2X2X 1/8" A &D 2 - 2 X 3 X 1/8" E - 2 2 X 4 X 1/8" A& D 2 - E - 4 • CONT. ALUM ANGLE 0 WALL ALT. HEADER TUBE BETWEEN MUWONS SEE DETAIL SEE SCHEDULE 3/16' POP RIVETS - 2 X 5 X 1/8" CONT. ALUM ANGLE 6063 -T6 HEADER 2X5.X1 /8" AN GLE (2) # 14. X 3/4" S.M.S. - CHANNEL OR 1 x2x 1 /8" ANGLE CONNECT TUBE BOLTED TO HEADER DIRECTLY TO CONC. W/ (4) 1/4" TAPCONS 1 -3/4" EMBED 2 BELOW & 2 ABOVE HEADER l� A LUM 1U E rim 10" LONG 8. SEE SCHEDULE # 14 X 3/4" S.MS. CHANNEL OR SEE SCHEDULE 1x2x1 /8" ANGLE DIA BOLT INSIDE STORM BAR TO WALL ANCHOR DETAIL FLOOR SHOE SEE MUWON ANCHOR DETAIL 2 X 2 X 1/4" ALUM ANGLE 4 LONG INTD CONC. 12" LONG INTD BLOCK 5" LONG INTO WOOD APli IAN N�ii W a1 1 `N H SOUTH FLORIDA BUILDING CODE DATF BY C PT(ODUCT CONTROL DIViS;ON BUILDING CODE c COMPLiANCE OFFIC ACCEPTANCE NO / 1 0 - (2) 1/4" TAPCONS OR (2) # 14 S.M.S. TO BUILT -OUT ANGLE MUWON (CONTINUOUS) SEE MUWON ANCHOR DETAIL INSIDEJ OUTSIDE STORM BAR MUWON TO FLOOR ANCHOR DETAIL # 14 S.M.S. 2/ ANGLE (2) # 14 S.M.S. 2 X 4 X 1/8" ALUM TUBE STORM BAR BOTTOM CONNECTION VIEW "A -A z g g O O O z z O on O 0 C C 0 F. < C 0 0 D in O o11) 0 lrtn - pt L C c c c o I 2 LaJ W z 0 z c 0 1 0 r o 1 x 1- Y • T drowing no. 94 -55 sheet 3 of 13 REACTION (Re) REACTION (Rc) END MUWON SW1 HER CENTER MUWON 1 DESIGN LOAD = Pd = .6} S , ct PSF SH SW1 7S% SW2 HEADER CONNECTION TO CENTER MUWON Rc SH (SW1 + SW2) Pd - 4 Rc = 4 HEADER CONNECTION TO END MUWON Re Re SH (SW1 OR SW2) Pd 4 9 4x• - 75 -- Nfrx x6 4 /11- FOR Re /Rc< 3000 lbs USE CONNECTION DETAIL Re /Rc< 3721 Ibs USE CONNECTION DETAIL Re /Rc< 4442 Ibs USE CONNECTION DETAIL ME I I: , lL.. . :,r I I I I I I 1'1■ HEADER TUBE AS REQD. MIN 1/8 THICK 1 /7 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS REQD. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER MUWON TUBE AS REQD. MIN 1/8' THICK MUWON TUBE AS REQD. MIN 1/8" THICK ALT. Oi4 ,l .,; two : ;Mal • (2) >f 14 X 3/4 S.M.S. O EACH LEG 2 X 2 X 1/4 ALUM ANGLE (6063 —T6) (2) # 14 X 3/4 S.M.S. — 0 EACH LEG 2 X 2 X 1/4 ALUM ANGLE (6063-76) 2' LONG ACCESS HOLE HEADER TUBE AS REQD. MIN 1/8" THICK • HEADER TUBE AS REQD. MIN 1/8" THICK ALT. HEADER /MULLION CONNECTION DETAILS MUWON TUBE AS REQD. MIN 1/8' THICK ACCESS HOLE (2) $ 14 X 3/4" S.M.S. MUWON TUBE 0 EACH LEG AS REQD. MIN 1 THICK 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) 1/2" 0 ALUM BOLT 7 LONG wi NUT & LOCK WASHER HEADER TUBE AS REQD. MIN 1 THICK (2) 14 X 3/4 S.M.S. 0 EACH LEG 2 X 2 X 1/4' ALUM ANGLE (6063 —T6) 7 LONG 1/2' 0 ALUM BOLT W/ NUT & LOCK WASHER ENGINEER HUMAYDUN F PE # 16517 2 3 1994 HEADER TUBE AS REQD. MIN 1/8" THICK la ALT. MUWON TUBE AS REQD. MIN 1/8" THICK 1/2 0 ALUM BOLT / • NUT & LOCK WASHER MUWON TUBE AS REQD. MIN l 8" THICK 1/2' 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY f` PR.)UCT CONTROL DIV!S.ON BUILDING CODE OW CE COMPLIANCE OCE ACCEPTANCE NO/4 OB ' z 0 0 O cr J 0 ) C c 0 0 m 0 ,n 0 0 0 T T a 2 1.1 a I 0 0 draw ng no. 94 -55 (sheet 4 of 13 MUWON SIZE FASTENER TOP BOTTOM CONC. - WOOD CONC. WOOD 2X3X 1/8' A 1 _ — I — B 3 — 2 — C 2 - — I — E — 2 — 2 2X4X 1/8' A 2 — 2 - B 6 — 4 — C 3 — 2 — E — 4 — 3 NO. OF FASTENERS READ. EACH SIDE FASTENERS CONC. WOOD A 2 — E — 6 Extruded Aluminum Roller Tube Shaft Housing (Bearing End) Roller Tube 1 Support _ ` Header Channel Where Applicable) Vinyl Weather 1 1/4 DIA. f.SW R LOCUS.. MLi •.SM(D Bottom Rail Shutter Profile SOLI Safety Stop `� f// Rectangular Tube i Wall Bickel I r ■11,11N) M / Wall Mount Track ROLLER END SUPPORT. DETAIL NOTE: ALLOW 5/8" CLEARANCE FROM BOLT TO BRACKET AT TOP AND BOTTOM FOR AJUSTABILJTY. —!-- Mounting Piste (Adjustable) Tubular Motor 2 X 2 X 1/4 ALUM ANGLE 4 LONG INTO CONC. 12' LONG INTO BLOCK 8 LONG INTO WOOD ANCHOR ® — ANCHOR © a ANCHOR ANCHOR © .. ®- ®- MUWON TUBE AS RED. MIN 1/8 THICK SAME AS ABOVE WALL CONNECTION SLAB CONNECTION MAX. LOAD ALLOWED AT CENTER ' MUUON = 1388 Lbs MAX. LOAD ALLOWED AT END MUUON = 694 Lbs FOR ALL OTHER CONDI11ONS CHECK THICKNESS, LENGTH OF CUPS AND FASTENERS. ANCHOR DESCRIP110N ANCHOR O- 1/4 TAPCON 1 -3/4 EMBEDMENT TO CONC,B ETE 1-1/4" DABEDMENT TO BLOCK #14 S.M.S. W/ RAWL SCRU —LEAD INTO CONCRETE 1-1/2" EMBEDMENT 1 f 4' x 1-1/4" HILT1 METAL HR ANCHORS 1 EMBEDMENT TO CONCRETE OR BLOCK 1/4" RAWL CALK —IN, TOTAL ANCHOR BODY INTO CONC. #14 S.M.S. INTO WOOD, 1-1/7 MIN. EMBEDMENT NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) ALUM CUP ANGLE 0 EACH SIDE LENGTH & THICKNESS TO BE VERIFIED ON JOB TO JOB BASIS SEE TABLE BELOW SEE TABLE BELOW e `Q • . a. MULLION TUBE AS READ. MIN 1/8' THICK of c 0 CO CD 0 C o o to otn 00 fran2. -- c c 0 a 0 n 0 0 X) 0 0 b 0 1/4•c draw ng no. 94-55 3h -et 5 of 13 ) k Iti. lik mAx..;1 sPAN/;°. 111111111 IIIII MIL 1111 11 X 111111 111 I ill iui1IU!i iiiiii 41 1111111 • Nm a U U I m a r Er is w E . w IX Iv a z H m w 0 2 x 3 POST - SINGLE SPANS 0+ m -MODULE WIDTH m 0•• pJ E MODULE WIOTH - IN. - SINGLE SPANS SINGt r eEASS PO MODULE WIDTH 2 x 4 POST - SINGLE SPANS 30 35 40 45 50 55 60 MODULE WIDTH - IN. - SINGLE SPANS nJ r -4 LI- a • v' ID tri 1 1 I ,I - MODULE WIDTH m r w � N w W m w -4 a z O H U7 w Dm w. -. m w » 2 x 3 POST - TWO SPANS RP2X3DC2 MAX. DEFL. SPAN /180 60 70 80 90 100 110 - 120 MODULE WIDTH - IN. - TWO SPANS STORM BARS POST STORM BARS TWO SPANS MODULE WIDTH 2 x 4 POST - TWO SPANS RP2X40C2 I MAX DEFL. SP /180 MMEMENISMEM ,■■,MMEMO■ ■►MMENEReIS■ MIIMMUMEMEM MEMMEMENEM EMMEEMMEM MEMMEMMEMM EMMEMMEMMIN MMUMMVIONME MMINEWAIMMOM 60 70 80 90 100 110 . 120 MODULE WIDTH - IN. - TWO SPANS POST m 0� w Ul W LL z H w Om 2 x 3 POST - THREE SPANS MODULE WIDTH - IN. - THREE SPANS is STORM BARS POST STORM BARS MODULE WIDTH THREE SPANS MODULE WIDTH x 4 POST - THREE SPANS MIME OMMEMMEME MEMMEMEMEMM .■,■■,'..MEL EMMOMMOMM MEMMEMMEMME MEMMEMENEMM WIMEMMEMEME MMEMMEMMEEN IIINMEMEMEMEM ENIIMMEMEMMN MEMEMMEMZEN MEMMENTAMMIM RP2X40C3 MAX. DEFL. SPAN /188 BY 41= 1 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DAT / / 1 i PR UCT CONTROL DIVISION BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE NO 91 -Og/ o5 60 70 80 90 100 110 120 OV 2 3 1994 MODULE WIDTH - IN. - THREE SPANS 7 drawing no. 94 -55 sheet 6 of 13 0 z 0 0 gg cc fz+ a 0 O a 0 0 0 0_ C c 0 LO 0 0 0 } RP2X3DC3 MAX. DEFL. SPAN /180 lik RP2X3DC1 MAX. OEFL. SPAN/18Z II 111111 X 111111 111 I ill iui1IU!i iiiiii iiiiiiii 1111111.1111111 , 1 Ell Ella a 30 35 40 45 50 S 41413111141 60 70 80 9E 100 110 12 • Nm a U U I m a r Er is w E . w IX Iv a z H m w 0 2 x 3 POST - SINGLE SPANS 0+ m -MODULE WIDTH m 0•• pJ E MODULE WIOTH - IN. - SINGLE SPANS SINGt r eEASS PO MODULE WIDTH 2 x 4 POST - SINGLE SPANS 30 35 40 45 50 55 60 MODULE WIDTH - IN. - SINGLE SPANS nJ r -4 LI- a • v' ID tri 1 1 I ,I - MODULE WIDTH m r w � N w W m w -4 a z O H U7 w Dm w. -. m w » 2 x 3 POST - TWO SPANS RP2X3DC2 MAX. DEFL. SPAN /180 60 70 80 90 100 110 - 120 MODULE WIDTH - IN. - TWO SPANS STORM BARS POST STORM BARS TWO SPANS MODULE WIDTH 2 x 4 POST - TWO SPANS RP2X40C2 I MAX DEFL. SP /180 MMEMENISMEM ,■■,MMEMO■ ■►MMENEReIS■ MIIMMUMEMEM MEMMEMENEM EMMEEMMEM MEMMEMMEMM EMMEMMEMMIN MMUMMVIONME MMINEWAIMMOM 60 70 80 90 100 110 . 120 MODULE WIDTH - IN. - TWO SPANS POST m 0� w Ul W LL z H w Om 2 x 3 POST - THREE SPANS MODULE WIDTH - IN. - THREE SPANS is STORM BARS POST STORM BARS MODULE WIDTH THREE SPANS MODULE WIDTH x 4 POST - THREE SPANS MIME OMMEMMEME MEMMEMEMEMM .■,■■,'..MEL EMMOMMOMM MEMMEMMEMME MEMMEMENEMM WIMEMMEMEME MMEMMEMMEEN IIINMEMEMEMEM ENIIMMEMEMMN MEMEMMEMZEN MEMMENTAMMIM RP2X40C3 MAX. DEFL. SPAN /188 BY 41= 1 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DAT / / 1 i PR UCT CONTROL DIVISION BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE NO 91 -Og/ o5 60 70 80 90 100 110 120 OV 2 3 1994 MODULE WIDTH - IN. - THREE SPANS 7 drawing no. 94 -55 sheet 6 of 13 0 z 0 0 gg cc fz+ a 0 O a 0 0 0 0_ C c 0 LO 0 0 0 } RP2X3DC1 MAX. OEFL. SPAN/18Z I ill iiiiii 1111111.1111111 , 1111111:111111 Ell Ella a 30 35 40 45 50 S • Nm a U U I m a r Er is w E . w IX Iv a z H m w 0 2 x 3 POST - SINGLE SPANS 0+ m -MODULE WIDTH m 0•• pJ E MODULE WIOTH - IN. - SINGLE SPANS SINGt r eEASS PO MODULE WIDTH 2 x 4 POST - SINGLE SPANS 30 35 40 45 50 55 60 MODULE WIDTH - IN. - SINGLE SPANS nJ r -4 LI- a • v' ID tri 1 1 I ,I - MODULE WIDTH m r w � N w W m w -4 a z O H U7 w Dm w. -. m w » 2 x 3 POST - TWO SPANS RP2X3DC2 MAX. DEFL. SPAN /180 60 70 80 90 100 110 - 120 MODULE WIDTH - IN. - TWO SPANS STORM BARS POST STORM BARS TWO SPANS MODULE WIDTH 2 x 4 POST - TWO SPANS RP2X40C2 I MAX DEFL. SP /180 MMEMENISMEM ,■■,MMEMO■ ■►MMENEReIS■ MIIMMUMEMEM MEMMEMENEM EMMEEMMEM MEMMEMMEMM EMMEMMEMMIN MMUMMVIONME MMINEWAIMMOM 60 70 80 90 100 110 . 120 MODULE WIDTH - IN. - TWO SPANS POST m 0� w Ul W LL z H w Om 2 x 3 POST - THREE SPANS MODULE WIDTH - IN. - THREE SPANS is STORM BARS POST STORM BARS MODULE WIDTH THREE SPANS MODULE WIDTH x 4 POST - THREE SPANS MIME OMMEMMEME MEMMEMEMEMM .■,■■,'..MEL EMMOMMOMM MEMMEMMEMME MEMMEMENEMM WIMEMMEMEME MMEMMEMMEEN IIINMEMEMEMEM ENIIMMEMEMMN MEMEMMEMZEN MEMMENTAMMIM RP2X40C3 MAX. DEFL. SPAN /188 BY 41= 1 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DAT / / 1 i PR UCT CONTROL DIVISION BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE NO 91 -Og/ o5 60 70 80 90 100 110 120 OV 2 3 1994 MODULE WIDTH - IN. - THREE SPANS 7 drawing no. 94 -55 sheet 6 of 13 0 z 0 0 gg cc fz+ a 0 O a 0 0 0 0_ C c 0 LO 0 0 0 } REACTION (Re) REACTION (Rc) END MUWON SW1 ZER CENTER MUWON SW2 DESIGN LOAD = Pd = 4S',6k PSF SH SW1 7S-4 SW2 HEADER CONNECTION TO CENTER MUWON RC SH (SW1 + SW2) Pd - 4 Rc = 4 HEADER CONNECTION TO END MUWON Re Re SH (SW1 OR SW2) Pd 4 84 x•4 sY.�c4s9 =6-67 I4- FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL O Re /Rc< 3721 Ibs USE CONNECTION DETAIL QD Re /Rc< 4442 Ibs USE CONNECTION DETAIL qD HEADER TUBE AS REQD. MIN ,/8' THICK HEADER TUBE AS REQD. MIN 1 THICK 1/2' 0 ALUM BOLT W / NUT S LOCK WASHER ALT. OA IUWON TUBE AS RED. MIN 1 r NICK MUWON TUBE AS REQD. MIN 1/8' NICK (2) >f 14 X 3/4 S.M.S. — • EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) HEADER TUBE AS READ. MIN 1/8' THICK (2) # 14 X 3/4' S.M.S. -- O EACH LEG 2 X 2 X 1/4' ALUM ANGLE (606.3-76) 2' LONG ACCESS HOLE • HEADER TUBE AS REQD. MIN 1/8' THICK ALT. HEADER /MUWON CONNECTION DETAILS (2) $ 14 X 3/4 S.M.S. MUWON TUBE 0 EACH LEG AS REQD. MIN 1/B" THICK 2 X 2 X 1/4- ALUM ANGLE (6063 —T6) 1/2 0 ALUM BOLT 2- LONG W/ NUT do LOCK WASHER MUWON TUBE AS REGD. MIN 1 'HICK (2) # 14 X 3/4 S.M.S. — 0 EACH LEG / 2 X 2 X 1/4' ALUM ANGLE (6063 —T6) 2' LONG 1/r • ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE 1 .i T al: HEADER BE AS RED. MIN 1 8' THICK — 1 ENGINEER, HUMAYDUN F PE f 16557 2 3 1994 1 HEADER TUBE AS RED. MIN 1 THICK ALT. MUWON TUBE AS REQD. MIN 1/8" NICK 1/2 • AWM BOLT W/ NUT do LOCK WASHER MUWON TUBE AS REQD. MIN 1/r THICK 1 /2' 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19 UCT CONTROL DIV!S.ON BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE NO p4f— 019 /• U 0 0 a 9 O ) c 0 a • 0 0 v 0 0 v c 0 0 rn O . O PO a) > c a; r-- c o 0 c < C o 0 o to o U) 0 � draw ng no. 94 -55 (sheet 4 of 13 i 2 x 3 TOP SUPPORT - THU SPANS i R RS2X3 -2 i 410. II 1� Att: 4 .4 � n IFFOFP iv m..4. mon .41:- ,..2..pipprood ,......................1.0 i 2 x 3 TOP SUPPORT - THU SPANS i R RS2X3 -2 i � 111111 � CO m m 2 x N SHUTTER WIDTH - IN. - TWO SPANS 3 TOP SUPPORT - THREE SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MUWON SEE SHEET 4 OF 13. RS2X3 -3 60 70 80 90 100 110 120 SHUTTER WIDTH - IN. - THREE SPANS LO z m H 60 70 80 90 100 110 120 SHUTTER WIDTH - IN. - TWO SPANS r n Ln zm H z 0 H Um -J LL • m r 2 x 3 TOP SUPPORT - TWO SPANS 2 x 3 TOP SUPPORT - THREE SPANS OR OEF 60 70 80 90 100 110 120 SHUTTER NIOTH - IN. - THREE SPANS m W -+ cc Lf1 IA N W -+ a z 1.3 �+ co' W m 2 N x 4 TOP SUPPORT - TWO SPANS MMEMEM.■■EM■ UMMERMEMEMME EMMEMEMMINNE WIREMEMEMEMME MMEMEMEMEMEM MEMEMENIIMMEM U„'.,.I., ■■■ MMEMEMEMEMM MEMEMMTIMMEMM "`M,."■,■., ■`_"ES�MOMEM MMEMMgMBOMME MEMMEUMMEN\ IMMEMEMEMM RS2X4 -2 La w 60 70 80 90 100 110 120 SHUTTER WIDTH - IN. - TWO SPANS m 2 x 4 TOP SUPPORT - THREE SPANS RS2X4 - 3 a.a immumasard j ~ „■,■■- a .113111111101111111.1 H m „"'■S■■- W m .,,1121'■,11111E1 90 100 113 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS Z H m z - H Z 0 H U W m LL W - ❑ ORS2X4 -2 La 2 x 4 TOP SUPPORT - TWO SPANS 60 70 80 90 100 113 120 SHUTTERPBRDOTH AS CM PLW N(T14QJTFS RMES SOUTH FLORIDA BUILDING CODE DATE E C. 19 BY e>1 �- m 2 x 4 TOP SUPPORT - THREE SPANS ORS2X4 -3 ACCEPTANCE NO. y : OEr L . AT 10 PSF PRODUCT CONTROL DIVISION BUILDING -CODE COM LIANCE OFFICE c7 NOV ? + '94 .O PO 90 100 110 120 130 140 150 16 SHUTTER NINTH - IN. - THREE SPANS PO STORM BARS STORM BARS TOP SUPPORT MIS THREE SANS in 0 m N Z z 9 0 0 1— Q 0 Z 0 0 J H- Q_ 0 a. 0 0 CL O F-- t� Z s Ors 0 0 rn O 0 > Lt_ co c ;; c rn o N - o < c -. v otr. ln o� o c O n 3 - U 0 0 5; O c< ) C drowing no. 94 -55 sheet 7 of 1 3 :-,!x.6 ,z ps, For 1 EWA/ ill T. 1..... ppopropp Ifiiiiii 'MT I 90 100 110 120 130 140 150 le OEFL. AT 10 PSF AM IIPP1 1..... ppopropp ,640000., ?ri ll i _010Wi m 2 x 6 TOP SUPPORT - TWO SPANS co ■.■.■' EI■ ONMEMMOMMEM MMEMMEMMEMME ",■'.■■'■■■ I►$kRl -s■IME SERMEMEMEMEM WOMMEMMEMMIBI ,,,'.E►■,.■'. ,,,,,'M.,■" ",,,,R,.,'.` EMMENNREMENS uiiim►5`.�I RS2X6 -2 N 90 100 110 120 138 140 158 160 SHUTTER WIDTH - IN. - TWO SPANS ■„■■'■■,■■■■. M„■„■EMMEM■■■■ ,■".■,.■,ME.■ L A "M ,.E ' __ UME.■M m „a MEMEMRILII ,,, M'I'M,MME,E t m „"�"MM,..■, PROOMONEMOMMEM ","'..'M■,.■■ a m ' m ■,,,,5„'■E.', MOMERAMMIIMM\► MMOMMMMENNMN ■.■■ IMMENE,,'' MINIMMEMESEMME i m "It n n 90 100 110 120 130 140' 150 160 SHUTTER WIDTH - IN. - THREE SPANS RS2X6 -3 z N H m z 0 H U w _J-4 O. z H r7 2 x 6 TOP SUPPORT - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 4 OF 13. 2 x 6 TOP SUPPORT — THREE SPANS 2 x 6 TOP SUPPORT - THREE SPANS rri t9 SHUTTER WIDTH.- IN. - TWO.SPANS SHUTTER WIDTH - IN. - THREE SPANS 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE C..l� DATF BY P': DUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO.F / — 1 of z Two SPA TOP — SUPPORT TOP SUPPORT TNREE SPAI`iS 2 0 . • z 0 cc 0 0 c 0) 0 0 > m ELL. c ¢i c (0 c � v < c . 0 0 U) 0 O: to S .� C c 0 0. 0 0 0 0 0 0 0 2 0 1 1 ) drawing no. 94 -55 sheet 8 of 13 , ;\-- IRON -24 -2 1 F,F,' S RO :, -3 I ■ 72 �l .' PA //M /' .. ma ....--- - 60' 40 50 9 68 ORON24 -2 OEFL. AT 10 PSF 40 58 60 71 , ;\-- IRON -24 -2 F,F,' S RO :, -3 I ■ 72 78' AI IIA - 40 50 9 68 7E 1 - ORON24 -3 = OEFL . AT 1E1 PSF V a S RO :, -3 I ■ , 'kik AI IIA - IMO 9 WI P-- 7a 1 _� - 72" 66' 6H 48 50 68 -��'r' '7 c w m v m RON -24 STORM BAR - TWO SPANS SHUTTER NIOTH - IN. - TWO SPANS m RON -24 STORM BAR - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS • z H z 0 H H � U Wm J W W O THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE RON -24 STORM BAR - THREE SPANS ID NO STIFFENER Z H_ z ❑ H - H U V. W m J U. tjJ fU m m RON -24 STORM BAR - TWO SPANS ID NO STIFFENER SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - THREE SPANS TWO SPANS APPROVED AS COMPLYING WITH 1Rt SOUT FLORIDA BUILDING CODE DA THRFT SPANS atocopi ODUCT CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.7f e.lee%0S 2 1 z .• 0 �0 W 5a t O 0 'O U5 z .D O ) of c O h v 4 drawing no. 94 -55 sheet 9 of 13 V S RO :, -3 , 'kik IMO <a :o ni ,o ae 9e .e w m v m RON -24 STORM BAR - TWO SPANS SHUTTER NIOTH - IN. - TWO SPANS m RON -24 STORM BAR - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS • z H z 0 H H � U Wm J W W O THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE RON -24 STORM BAR - THREE SPANS ID NO STIFFENER Z H_ z ❑ H - H U V. W m J U. tjJ fU m m RON -24 STORM BAR - TWO SPANS ID NO STIFFENER SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - THREE SPANS TWO SPANS APPROVED AS COMPLYING WITH 1Rt SOUT FLORIDA BUILDING CODE DA THRFT SPANS atocopi ODUCT CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.7f e.lee%0S 2 1 z .• 0 �0 W 5a t O 0 'O U5 z .D O ) of c O h v 4 drawing no. 94 -55 sheet 9 of 13 1 N LL U) a i m N Wm Z pl zm C7 M H W ID w t` ILO m RON -24.23 STORM BAR - TWO SPANS w 40 S0 60 70 80 90 100 SHUTTER WIDTH - IN. - TWO SPANS • m RON -24.23 STORM BAR - THREE SPANS RON- C24 +23) -3 40 SO 60 70 80 90 100 120 SHUTTER WIDTH - IN - THREE SPANS z z 0 H U V . W LL W ❑ N m RON -24.23 STORM BAR - TWO SPANS ❑ -11s leliul 40 50 „ 60 70 20 90 100 SHUTTER WIDTH - IN. - TWO SPANS ORON24S-2 AFL. AT 10 PSF THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE m RDN -24'23 STDRM BAR - THREE SPANS ORON24S-3 DEL. AT 10 PSF , 11r1 IT 40 50 60 70 80 90 100 120 SHUTTER WIDTH - IN. - THREE SPANS CO ID m RON -56 STORM BAR - T SPANS RON -56 -2 40 58 60 70 80 90 100 120 SHUTTER WIDTH - IN. - TWO SPANS m RDN - S6 STDRM BAR - THREE SPANS N ► I 1, 11111111111,111111111111 INM1 IIIIIi.1I I II IIIn1 UNINIIII ccnnnn 7II1P11►IA1II1ImIII IMAIIIli1\7II11I111111 1111111111131111111111 ►��Ii►!11'►�i1ciI11111 11111111,111011111111111 n 1I 11111111►1IUIUc11I11 11111101►102111111W11. 1II1►\`►1►EG11111111111 1IIIII`►\mia!I!I111Iii 111111111: 111111111.411 '11111•.1114311• RON -56 -a 40 60 80 SHUTTER WIDTH 100 120 140 IN. - THREE SPANS z N H � z 0 H H U W -+ LL o to RON -56 STORM BAR - TWO SPANS m 0R0N56 -2 DEL. AT 10 PSF 40 50 60 70 80 90 100 128 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1 C. BY� • PRI' CONTROL DIV :SIO1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 7 ' - 128 /•P:Q3 RDN - 5b STDRM BAR - THREE SPANS ORON56 -3 OEFL. AT 10 PSF 40 60 80 100 120 140 En SHUTTER WIDTH - IN. - THREE SPANS PO MEl = o STORM BARS TOP SUPPORT 11 TWO SPANS TOP - SUPPO 0 �1 k. • THRFE SPANS N z 0 O ) m 0 0 m rn 0 0 V -0 Cr) > — a C o m� I cow c 0 0 N. 41)4- < c 0 0 0� O LC) 0 to C ) O 0 0 0 0 V 0 1- 0 7 O 1 C drowin no. 94 -55 (sheet 1 of 13 RO IL ono min mall 1 N LL U) a i m N Wm Z pl zm C7 M H W ID w t` ILO m RON -24.23 STORM BAR - TWO SPANS w 40 S0 60 70 80 90 100 SHUTTER WIDTH - IN. - TWO SPANS • m RON -24.23 STORM BAR - THREE SPANS RON- C24 +23) -3 40 SO 60 70 80 90 100 120 SHUTTER WIDTH - IN - THREE SPANS z z 0 H U V . W LL W ❑ N m RON -24.23 STORM BAR - TWO SPANS ❑ -11s leliul 40 50 „ 60 70 20 90 100 SHUTTER WIDTH - IN. - TWO SPANS ORON24S-2 AFL. AT 10 PSF THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE m RDN -24'23 STDRM BAR - THREE SPANS ORON24S-3 DEL. AT 10 PSF , 11r1 IT 40 50 60 70 80 90 100 120 SHUTTER WIDTH - IN. - THREE SPANS CO ID m RON -56 STORM BAR - T SPANS RON -56 -2 40 58 60 70 80 90 100 120 SHUTTER WIDTH - IN. - TWO SPANS m RDN - S6 STDRM BAR - THREE SPANS N ► I 1, 11111111111,111111111111 INM1 IIIIIi.1I I II IIIn1 UNINIIII ccnnnn 7II1P11►IA1II1ImIII IMAIIIli1\7II11I111111 1111111111131111111111 ►��Ii►!11'►�i1ciI11111 11111111,111011111111111 n 1I 11111111►1IUIUc11I11 11111101►102111111W11. 1II1►\`►1►EG11111111111 1IIIII`►\mia!I!I111Iii 111111111: 111111111.411 '11111•.1114311• RON -56 -a 40 60 80 SHUTTER WIDTH 100 120 140 IN. - THREE SPANS z N H � z 0 H H U W -+ LL o to RON -56 STORM BAR - TWO SPANS m 0R0N56 -2 DEL. AT 10 PSF 40 50 60 70 80 90 100 128 SHUTTER WIDTH - IN. - TWO SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1 C. BY� • PRI' CONTROL DIV :SIO1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 7 ' - 128 /•P:Q3 RDN - 5b STDRM BAR - THREE SPANS ORON56 -3 OEFL. AT 10 PSF 40 60 80 100 120 140 En SHUTTER WIDTH - IN. - THREE SPANS PO MEl = o STORM BARS TOP SUPPORT 11 TWO SPANS TOP - SUPPO 0 �1 k. • THRFE SPANS N z 0 O ) m 0 0 m rn 0 0 V -0 Cr) > — a C o m� I cow c 0 0 N. 41)4- < c 0 0 0� O LC) 0 to C ) O 0 0 0 0 V 0 1- 0 7 O 1 C drowin no. 94 -55 (sheet 1 of 13 7 In z In H N tS 0. 0 SHUTTER WIDTH dab: 7 -22.-44 .oabc 1/2' ..1• d..lpn e drown b wale DESIGN PRESSURE - PSF 40 60 70 80 90 110 130 11111111 • 2 //riIPLIiPMIII• ..Ar rca... umr VP% Mr vareempromorsfumm _a r 0.0 0 1 O DESIGN PRESSURE - PSF 40 60 70 80 90 110 130 REMINIMPAIIr IMMIN/1110 I�1 SCI �II I ICl/ 11 1111211 N [J 0. OEFLECTION 0.4 STORM BAR LENGTH Ist DEFLECTION - IN 0.2 0 3 0.4 'no A dote 1 0.30.134 T.N. description 0ENEAAL REVISION 0. 5 - IN. 0 .6 0. 8 1. ... .� 0 1 50 .6 0 SHUTTER WIDT}1 APPROVED AS COW SOUT FLORI' DATEDA B . / BY r*1 0 Z < 11 (/) 0 . 1/3 r*T r*1 = �m rri 0 0 1 z Z11 X N 0 P1 00 m � Rolladen 550 Ansin Blvd. Hallandale, Fl 33009 (305) 757 -8591 LYING WITH TP.E DING CO PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ?� D$%4r, STORM BAR LOADING CHARTS mom mumPaill■gr r ,i11PA 1111/1 immumwria VAIIMIIIIIAI Tr 1.1 1991 .... 1111 ..11 1111 4 0 6 0 6 0 0 E SI 7N PRESSURE 0 - PSF 100 110 120 1/11/11/1111/1111P111 ,fi I %11%/,/ ii g u iiiiII i iIiiI1111I 0. 0 1 DESIGN 40 50 60 70 80 PRESSURE 13 90 100 1 0 DEFLECTION - IN. 0.0 0.2 0.4 0.6 0.8 DEFLECTION 0. IN. SHUTTER WIDTH SHUTTER WIDTH 1 AL— FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87 AVE MIAMI, FLORIDA 33174 (305) 264 -8100 ROLDNRU2 ENGINEER: HUMAYOUN FAROOQ. PE 1 165571 • C a DRB2X4 -2 DEFL. AT 1Z PSF ', ii../...._. 80 90 '' I min _ m 111111111111191 1ZZ 110 in ......c.........-. amp= ........, 12 60 70 Iiiiiill : AI ,' ',� �� I _....: 4 iiiim !I .1.0,11 ■n nom +�= - OW' : 0 ..mor ■ 111111 MIN -' i,,. m U ao r ii ii111il ', ii../...._. 80 90 '' I min _ m 111111111111191 1ZZ 110 in ......c.........-. amp= ........, 12 60 70 1- ORB2X3 -3 ❑EFL. AT 10 PSF ', 111E : AI ri _mg ',� . _....: 4 iiiim !I .. .. j '••• 9: � . maim gaol 6 wTr1a _ _ - nn ___ ID -m- Q -.1 to a r ID m 2 x 3 STORM BAR - TWO SPANS m N IR82X3 -2 60 70 80 90 100 110 120 SHUTTER WIDTH - IN. - TWO SPANS to 2 x 3 STORM BAR - THREE SPANS En ID hi, IR82X3-3 90 100 110 120 130 140 150 SHUTTER WIDTH - IN. - THREE SPANS ID 2 x 3 STORM BAR - T140 SPANS m .a z m H r � ID Z 0 H U ID J U. ON ID SHUTTER WIDTH - IN. - TWO SPANS I THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE N 2 x 3 STORM BAR - THREE SPANS tsi 90 100 110 120 .130 140 150 SHUTTER WIDTH - IN. - THREE SPANS ID LL U) ID v 4.1 En U) N W ^+ C a Z ID U -+ a W ID m m m 2 x 4 STORM BAR - TWO SPANS N ID co ID ID R82X4 -2 to 2 x 4 ' STORM BAR - TWO SPANS- 161 60 70 80 90 100 110 128 60 70 80 90 180 110 120 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS to 2 x 4 STORM BAR - THREE SPANS P3 2 x 4 STORM BAR - THREE SPANS N R82X4 -3 90 100 110 120 130 140 150 168 50 100 113 120 133 140 153 163 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS Lvov 2 --- STORM BARS v co STORM ,otk U TOP SUPPO TNREZ SPANS Z z Q O Ei 2 O 0 011. Z r U w Q h 0 CL 0 co -aarcl FE, `1: W Z 3 .8 W - N -v C Q 2 0 Z 0 a 0 -J m 0 U tT O 0 rn ' � Q] I _ tt) c 0 CU C < C 0 0 D U) ot!) 0 i CL 2 �. c 0 v 0 0 0 0 0 vi 0 0 O W e C drowing no. 94-55 (sheet 12 of 13 SHUTTER WIDTH = Sw s 7 s�� 1 N. • NO. OF STORM BARS USED •• N = j SPAN .CONDITION .= -N +1 Z SHUTTER HEIGHT = Sh = 5 IN. BOX HEIGHT = BOXh •= IN. STORM BAR HEIGHT = BL = SH -BOXh = 5 . IN. - G-ruilr- ?RACK WIDTH e Tw = -' ? :.'4 IN. STEP j %F - 2 - 3 s . - SLAT 1 SLAT SPAN = Ls = (Sw - 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDRION 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 . 0IS DEFLECTION OF SLAT = 01 = K * R1 4 . 3Z X . O , /'' G. - . STORM BAR • 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE S WIDTH. SHUTTER HEIGHT. DESIGN LOAD & SPAN CONDRION TO MEET DEFLECTION <: L/30 OR 27. AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : - 2 x _ . 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 -) 2, DEFLECTION OF STORM BAR = Db = K * R2 . 3 - ,?-5 . • ) Z Z • Z $g Z h. CT ON SLATS = D2 = Db /2 - _ HEADER HEADER - _ (IF THERE I5 NO 5 & 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDI11ON TO MEET DEFLECTION <. L /30 OR 2 . AND STRESSES LESS THAN ALLOWABLE TRY HEADER SIZE 2 ,x _ 6 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 . 0 S DEFLECTION OF HEADER. = Dh = K • R3 4, 3.2-)C,. , 0 B "�' , Q UG 1- L tCT ON. SLATS - D3 - Dh /4 - 7 TOTAL DEFLECTION = D = D 1 +D2 +D3 IN. — G } 10 C l" - Ls /30 ___ .3s,87 ; 30 Ls /30 1 • I6t6 " - - SHUTTER WIDTH = Sw = 7 5 1 N . NO. OF STORM BARS USED - N = l 'SPAN 'CONDITION _ -N +1 = 'L„ SHUTTER HEIGHT -� Sh Cl 4 ,-- N. BOX HEIGHT - BOXh - IN. STORM BAR HEIGHT = BL = SH -BOXh = e IN. ,! _ TRACK WIDTH = Tw _ - T) ./...1_ IN. STEP SLAT _ 1 SLAT SPAN = Ls - (Sw - 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2•. AND STRESSES LESS THAW ALLOWABLE . 01 J 2 FROM DE C'T10N GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K • R1 .-, �' a' O - --, ( . STORM BAR 3 FROM GRAPHS SELECT STORM• BAR FOR ABOVE SHUTTER. WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDRTON TO MEET DEFLECTION < L/30 OR 2 AND STRESSES LESS THAN ALLOWABLE TRY STORM- BAR SIZE : 2 T •� _ . 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 . 12 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 2 -- • Z 7 5 'r - _ HEADER 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 ' . z x 3 • _ 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 . 0 S DEFLECTION OF HEADER = Dh = K • R3 • EFFECT : ON SLATS = D3 = Dh /4 4, s .oe 4 , O'7/.6 7 TOTAL-DEFLECTION = = D1 +D2 +D3 - � IN. - -- - �13 - Ls /30 f.i/IO • .ASCE 7 -88: DESIGN LOAD = Pd 4 PSF MULTIPLIER FACTOR a sK = Pd /1O 4,32 PQS(i'IVE LOAD i7a l NOTES: 1. IF FOR NEGATIVE LOAD D > ' Ls /30 OR IF FOR POSIIVE 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 ADDFTIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. CT1ON CA - CU 'TION ASH ASCE 7 -8B: DESIGN LOAD = •Pd 45..crFsF MULTIPLIER FACTOR K Pd /10 s -i , sci NEGATIVE LOAD APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A - 19 BY .- PRODUCT CONTROL DIViSiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO '"' 7 DICINEEk HULLAYoUN FAR OQ PE f 16557 DK zP ci c 0 H 0 c • rn 0 c 0 0. 0 df 0 v 0 v o 1- J 1 2 1 drawing }:no. 94 -55 s heet 13 of 134 SEE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT • WITH NO VARIANCES • WITH VARIANCE(S) LISTED IN "REMARKS" i. I NO OTHER DE\ ?IATIO. :S FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED, UNLESS SPECIFICALLY LISTED BELOW. ' ALL OTHER APP'ICA.B! E STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Authori?ed S ;gnature Date J FIRE DEPARTMENT 1 PUBLIC WORKS P PO'.I�E DEPART . 1E ;<1 LSU!'_DI :IG : ; Ott v .Jr'!" PL AN..C'G & Z1 G ..` !. VILLAGE COu:i.;i:. APPROVAL PRELIMINARY: FINAL° REMARKS: 1 0 COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED 1. BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH P4r KNOWLEDGE OF ALL BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 Acceptance No.:94- 0818.05 Expires:12 /19/97 Approved: 12 /19/94 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: Extruded Aluminum Roll -Up Shutter . under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. 1 Dia ond, P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Ch ' anger, P. Director Building Code Compliance Dept. Metropolitan Dade County Rolladen. Inc. ACCEPTANCE NO.: 94- 0818.05 APPROVED EXPIRES Supervisor Product Control Division • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 1 9 1994 9T 1 g 1997 . 1. DESCRIPTION 1.1 This approves an extruded aluminum roll -up type shutter designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS - 2.1. Slats: The slats shall be extruded as indicated on approved drawing No. 94 -55 Sheet 1 of 13, using aluminum alloy 6063 -T6. This slat configuration, (RON -68 Slat - Part #1117) Die Dwg.No. RON -68, has a total width of 2.613 ", a max. depth of .688" and a typical wall thickness of .050 ". For maximum slat length and Design Pressure rating, see "Slat Performance Chart" on Sheet 1 of 13. 2.2 Storm Bars: • Provides the two or three span options, spans vertically from floor to ceiling (exterior storm bar) or from floor to header or top support (interior storm bar); where the width of a window opening exceeds the maximum single span of the slats, intermediate support(s) shall be provided by double storm bars permanently installed, permitting the slats to resist both inward and outward pressures. Consist of extruded tubes of aluminum alloy 6063 -T6, tube sizes are: (RON -24) .899" x 2.017" x .062 ", (RON -57) .875" x 2.75" x .062 ", (RON -56) .875" x 3.75" x .078 ", (Part #1022) 2" x 2" x 1/8 ", (Part #1024) 2" x 3" x 1/8" and (Part #1023) 2" x 4" x 1/8 ", including Aluminum Insert (RON -23) .750" x 1.734 ". For maximum storm bar length and Design Pressure rating, see "Storm Bar Loading Charts" on Sheets 9 thru 12 of 13. 2.3 Header (Top Support): Provides structural top support for interior storm bars on two and three span applications, spans the shutter width horizontally from wall to wall, wall to post or post to post. Consists of an extruded tube of aluminum alloy 6063 -T6, tube sizes are: (Part #1024) 2" x 3" x 1/8 ", (Part #1023) 2" x 4" x 1/8" and (Part #1026) 2" x 6" x 1/8 ". For maximum top support length (shutter height) and Design Pressure rating, see "Top Support Loading Charts" on Sheets 7 and 8 of 13: 2.4 Mullions (Post): Provides structural end support for single and multiple span applications, spans the shutter height vertically from floor to ceiling. Consist of extruded tubes of aluminum alloy 6063 -T6, tube sizes are: (Part #1024) 2" x 3" x 1/8" and (Part #1023) 2" x 4" x 1/8 ". For maximum post length (shutter height) and Design Pressure rating, see "Post Loading Charts" on Sheet 6 of 13. 2.5 Side Rails (Tracks): Provide lateral support for slats, run vertically and are anchored directly to the wall, on the wall mounting option, or thru a 2" x 2" x 1/8" aluminum tube on the inside mount option. Consists of extruded shapes of aluminum alloy 6063 -T6, sizes are: (RON -72 Track Part #1071) 2.000" x 1.074" x .090" /.100" wall thickness with a straight leg and (RON -73 Track Part #1070) 2.000" x 1.074" x .090 " /.100" wall thickness with a perpendicular leg, as shown on Sheet 1 of 13., . 1 • (1. �GCI.l /(e) je �' Gil Diamond, P.E. Rolladen, Inc. - 2a - ACCEPTANCE NO.: APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.6 Reel Box: Consists of two adjustable mounting plates mounted thru a wall bracket to a rectangular tube and anchored to the wall or to a mullion or post. It supports the shaft housing, the extruded aluminum roller tube that hold the slats. This box contains covers in the front, bottom and top; a 2" x 5" x 1/8" aluminum angle is used at the top front (impact side) on inside mount installations. 2.7 Components shall be aluminum alloys 6063 -T6, Floor Shoe Part #1058 1" x 1 3/4" x 1" channel, and the following alum. angles: Part #1031- 1 " 1/16 ", Part #1029 -1" x 2" #1051 -2" x 2" 1/8 ", Part #5012 -2'rx 2" x 1/8 ", Part #5013 -2" x 4" x 1/8 ", Part #5014 -2" 2.8 Tested specimen: Dimensions: 2.8.1 64" wide x 94 1/2" high 2.8.2 53 5/8" wide x 98 1/2" high 2.8.3 44" wide x 84" high 2.8.4 88" wide x 95 1/2" high 2.8.5 72" wide x 86" high 2.8.6 88" wide x 95 1/2" high 5' -0" span for static load. 4' -0" span for static Toad. 3' -8" span for static load. 8' -0" span for static load. 3 specimens for impact. 8' -0" span for impact. 94- 0818.05 DEC 1 9 1994 EXPIRES OEC ' 9 1997 i Gil Diamond, P.E. . Supervisor t Product Control Division x 1/8" x 1/8", Part x 5" x 1/8". 3. LIMITATIONS 3.1 The design will be dependent on the Slat Span (Shutter Width) /Design Load condition corresponding to the Slat Performance Chart on Sheet 1, for Single Span, Two Spans or Three Spans application, to be installed only as outlined on drawing No. 94 -55 Sheets 1 thru 13 of 13. 3.2 Minimum separation to existingglass to protect shall be: Slat Span up to 64" >64" to 86" Separation from glass to slat: Below 30 feet above grade Single span 3" 3 7/16" Multiple span 3" 3 7/16" Above 30 feet above grade Single span 3" 3" Multiple span 3" 3 " 3.3 Minimum slat enaagement inside of side track shall be 1 1/2 ". 3.4 Slat Orientation: Concave side or convex side to the exterior. 3.5 Special Requirement: Each Unit shall be individually designed using the "Roll Shutter Overall Deflection Calculation Sheet" Sheet 13 of 13 and "Ileader/Mullion Details" Sheet 4 of 13 for positive and negative Toads. Rolladen. Inc. ACCEPTANCE NO.: 94- 0818.05 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The roll -up shutters shall be installed in the following conditions: 4.1.1 Wall Mount The Side Tracks (Part # RON -72 Track) are directly anchored to the wall or intermediate mullion; the Reel Box is also anchored to the wall or intermediate mullion thru a 1" x 2" x 1/8" x 11" long tube, as shown in Section "Single Span Track on Wall" on Dwg. No. 94 -55, Sheet 2 of 13. 4. l.2 Built Out Condition In this mounting condition the Side Tracks (Part # RON -73 Track) are fastened, •using #14 x 3/4" SMS spaced at 6" or 12" o.c., to (5 ", 4 ", 3" or 2 ") x 2" x 1/8" aluminum angles or intermediate mullion(s) that are anchored to the wall and provide the build out, the Reel Box is also fastened using 2 #14 x 3/4" SMS to same angles but thru a 2" x 2" x 1/8" aluminum tube or to an intermediate mullion, as shown in Sections "Single Span with Built Out ", "Multiple Span.Section" and "Multiple Span Plan" on Dwg. No. 94 -55, Sheets 2 and 3 of 13. 4.1.3 Inside Mount In this mounting condition the Side Tracks (Part # RON -73 Track) are fastened, using #14 x 3/4" SMS spaced at 6" or 12" o.c., to (6 ", 4 ", 3" or 2 ") x 2" x 1/8" aluminum tubes that are anchored to the wall inside the opening or intermediate mullion(s) anchored inside the opening; and the Reel Box is anchored directly to the underside of a poured concrete lintel, as shown in Sections "Single Span Split Shutter W/Mullion" and "Inside/Outside Storm Bar Mullion to Floor Anchor Detail" on Dwg. No. 94 -55 Sheets 2 and 3 of 13. 4.1.4 Anv combination of the above 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on drawing No. 94 -55, Sheets 1 thru 13 of 13. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered •compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 4.4 The shutters shall be provided with adequate locking devices for securing the shutters in the closed position during a hurricane warning. 4.5 The mechanism for operating the shutter, not included in this present approval shall be certified by a recognized testing agency. APPROVED EXPIRES ,' Gil Diamond, P.E. Supervisor Product Control Division DEC 1 9 1994 DEC 1 9 1997; . • Anlladen. Inc. ACCEPTANCE NO.: 94- 0818.05 APPROVED DEC 1 9 1994 EXPIRES : DEC 1 9 1997: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. .IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned - drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94 -55, Sheets 1 thru 13 of 13, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control • Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall verify the figures used in calculating the overall deflections in sheet 13, header connection to mullions and ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. - / Gil Diamond, P.E. Supervisor Product Control Division TEST JEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (72" span) SATISFACTORY HETI -94 -139 Max.. 1.00" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (72" -span) +69 PSF HETI -94 -139 +53.1 PSF HETI -94 -139 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (72" span) -91 PSF HETI -94 -139 -70.0 PSF HETI -94 -139 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (64" span) +105 PSF HETI -94 -123 +70 PSF HETI -94 -123 @ Design 2.00" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (64" span) -105 PSF HETI -94 -123 -70 PSF HETI -94 -123 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (53" span) +282 PSF HETI -94 -250 +188 PSF HETI -94 -250 @ Design 1.72" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (53" span) -242 PSF HETI -94 -250 -161 PSF HETI -94 -250 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (88" span) +83 PSF HETI -94 -297 +55.3 PSF HETI -94 -297 @ Design 2.00" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (88" span) -83 PSF HETI -94 -297 -55.3 PSF HETI -94 -297 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (88" span) SATISFACTORY HETI- 94 -297i Max.. 3.43" • UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (44" span) +325 PSF HETI -94 -308 +216.6 PSF HETI -94 -308 © Design 1.27" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (44" span) -325 PSF HETI -94 -308 -216.6 PSF HETI -94 -308 DESIGN PRESSURE RATING For 64" Span Test Specimen only +53 PSF -70 PSF For Comparative Analysis Results see: Slat Performance Chart Sheet 1 Storm Bar Loading Chart Sheets 10,11& 12 Header Loading Chart Sheets 7 & 8 Post Loading Chart Sheet 6 For each specific application determine: "Roll Shutter Overall Deflection" on Sheet 13 of 13. Total Deflection shall be < Ls /30 for Neg. Load and < Ls /30 or 2" (whichever is Tess) for Pos. Load. Calculations must be performed for each unit Rolladen. Inc. 1 7. TESTS PERFORMED TESTS: RESULTS: ACCEPTANCE NO.: 94- 0818.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (it ( C z L� / / / Gil Diamond, P.E. Supervisor Product Control Division DEC 'g 1994 DEC ' 9 19 971 Rolladen, Inc. ACCEPTANCE NO.: 94- 0818,05 APPROVED : _Dr 1 0 1994 EXPIRES : P OEC 1 9 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBIVQTTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (64" span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -123, dated May 24, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.2 _ Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of extruded aluminum roll -up shutters (72" span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -139, dated June 09,1994, signed and sealed by Arshad Vigar P.E. 8.1.3 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (53" span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -250, dated Aug.12, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (88" span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -297, dated Sept.16, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.5 Test report on Large Missile Impact Test of out -roll and in -roll extruded aluminum roll -up shutters (88" span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI-94-297i, dated Sept. 16, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (44" span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -308, dated Sept.22, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -55 Roll Shutter Detail, Sheets 1 thru 13 of 13, prepared by Al- Farooq Corporation, dated 07/22/94, revision "B" on 11/12/94, signed and sealed by Humayoun Farooq, P.E. 8.3 Material certification: 8.3.1 Mill Certification of Chemical Composition and Physical Properties prepared by The William Bonnell Co. Inc., Die Dwg. No. RON -68, dated 07/18/94 for Aluminum Alloy 6063 -T6 8.3.2 Tensile Test Report No. HETI -94 -T7 prepared by Hurricane Engineering & Testing, Inc. dated 07/26/94, signed and sealed by Arshad Vigar P.E. 8.4 Calculations: 8.4.1 Mullion and anchor calculations using rational analysis, dated 11/03/94 and revised on 11/12/94, signed and sealed by Humayoun Farooq, P.E. X I Diamond, P.E. /Supervisor Product Control Division 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. - 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents, where it applies, shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time..The prints need not be re-sealed by the engineer 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Revised 9 -20 -93 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS - 3 - it Diamond, P.E. Supervisor Product Control Division