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534 NE 94 St (4)PANEL SPAN SCHEDULE HEK.,kT Aeovr c,>c >✓ (PT) ALUMINUM (t) 67 Mt.. GAME .04 1 .0S fl .043 20 Is, o - 5 9 - 2 9 -2. 9L9 1 1 1 IL 5---15 g - 2. 8 -7 9 IiI_ l I °- - - 2 • 7 1 6LS 13L-l) 10 25 - 3,5 7 7 81 81.311 101-•01 t 35 -55 61-0 7 7L1 l' 9 5'5' 6 -4 d -to .71_71 q 1 - 15", IAD () G -7 715 9 0 10 100 --150 S - 10. 1 - 6 ,1- 3 i1 . 71_ 8 1.. 7 4. 91.711 I50-- 256• 5 A6 51 -1011 61_g1 sI -o11 7 11 Gi 91 -21 8 1 -11.0 • 250-- 35Q 5L III . 6 1, 4 4 FASTENER SCHEDULE 1-1Etc. ■ 6 AC..IKV. 0-* e� 111. G. I 4 33'- - X50 IL' ac.. a REPRO pR00ut1S A •11111F f idle WO. l.•Pal a• •a•••w *m/ 1 • a . riP[1•PrP•f 1 •••• • a nor• ••••111.6•••••• s, ®LOCK - FULL SCALE 3� [ LTF J LJFF P flT @P4NEk (aooa -His) SECTI • N ..A-A STORM . PANEL E EVATION ® LOCK RAIL. (6063-r6) FULL. SCALE 11 4 1 x 2D 6catEW6 I N I STA4E - - TAl'1 P I N S� 1 OR S '4 r ' DRIvr. PINS ( ,FA6. I C +1ept.ILC) 0 p`4? LOP(.014 I Niel P1 t 114 Q1' 41-1 P'S e • GP;o fi Li! )4140 �rCa�{;W I N 1 >�'rA T4t" 1 P' I N 3 I r.-1..t 40 o$ v4E 1 5;r t:' iv . -1 1N6. 1 NOMINAL- \V%IDTN N \VI bt• Pa Y ®LOCK RAIL (6063 -T6) N.T.S. -- - - - ---- __. uw w 11 3 11 3 • 4 s LUrs e &1 O. G. roe L4x.1<. TYPE.' ti OK T PE (4O14I4 TI GENERAL NOTES: ®LOCK RAIL (6063-76) N.T.S. d PAM Mt- VERTICAL :: SECTIONS V LOCKING PIN (6063 -T5) FULL SCALE ' T`f 1 ot.4 - 1oN b KNEADER (6063 T6) FULL SCALE GALVANIZED STEEL OR ALUMINUM ALLOY 2024 -T4. p r. . 4. SPAN SCHEDULE HAS BEEN DESIGNED;;, FOR'NON- COAS'I'AL ZONE INSTALLATIONS. • ti 1.- STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH: • A. THE 1988 EDITION OF THE SOUTH FLORIDA BUILDING • CODE. ▪ ALL SCREWS AND BOLTS SHALL be STAINLESS STEEL, HOT OI • IT SHALL BE THE ;RESPONSIBILITY OF THE', QWNER TO DETERMINE THE STRUCTURAL ADEQUACY OF L' NE 1I00LDING. TO WHICH STORM PANELS ARE ATTACHED. 0 c7A1-4e.t.. .G(4►3 TYI . ICI c JtJ Ee... "1YPE. C.ONN rtON C.0140 (Jr ta N • V • • t J ®HEADER (6063-16) FULL SCALE I \VIp . .04..0 61itINI.1 cAp, rLAr - 6.A8. love/ N l-AT EJ TE- ' TO 4483 FZt'•iLI:vE_l.l.. G. ®LOCKING CLIP 1- N.T. S. I. ( TYR) 0 1 eL -TYrE 1 4 1 C.C4■N ex.TIao r lO rarrF.� I . � I TYPE 'E' CONNECTION N.T. S. LoGKiNch GL.IP pre L OGFC INCI PI - �• DG 1�1 Nc4 (_I ONt:r �& 1.40G14I1•14, r' IN ®1. RAI • L 214 43 TM. ALUM AN4LI 1 1• = 74lgrw 7irlr •••••••• ® LtX $ 0 t3ot -74:. (s, s.) e Ie;c; P,kN fit✓ TYPE 'A' CONNECTION N.T.S. S. ... ..._ I II I 1 TYPE 'C CONNECTION N.T.S. Q ux.Klrac, C.4_Ir' ',LOX too :a f.1 I N' 'N r <■fe. ._ t t•1 . SHIM -0 art`: V+ '41749c Of.,Nr . P1u 0 HKAt2V.X. O I P J AL l 4 r ( 20 � IN 1 3 r5s TAM P I N sNI f.Lp .0111 . t.whpe c;' r'i vi N6. (i ■ WOK ALL. LOG KAIL GONN') L4C.K1 filet PIN N.TS. O PAJJ KJ- O VAtJ mt. e. TYPE '4' CONNECTION N.T.S. . 0 ',ANIv_ TYPE 'D' CONNECTION N.T.S. TYPE 'F' CONNECTION TYPE 'G' CONNECTION: N.T.S 11 F'RL7�/ID� c' ttoW p t guQf 12" pz. d4 0 1 . 64 . 4GrsAt0 Fog 0414 -UT1 s ' Ari kiCs 1,4 • LOCK 114 PI t4 o • RAIL. -2-- APPROVED EXPIRES «QTIC.E_.Q£ ACCEPTAt10E : SPECIFIC UNQITIONS 1. This approval covers aluminum or steel storm panels. ___.tiov 9, 1992 • 9, J_95 ; ,;; 2. The panels shall consist of 12" wide sheets with ed -laps forming 1 5/8" deep ribs and shall be fabricated of 3003 -I(15 aluminum alloy or steel as shown on following schedule. *Provide second row of fasteners at 12'' o.c. staggered for installations above 150 feet located as shown on vertical sections. 1Dg1 G 1 Diamond, P.E. roduct Control Division Supervisor PANEL SPAN SCHEDULE Height above Aluminum ( +) I Steel Gauge Grade (Ft.) .04" .05" .063" 20 I 18 0 - 5 9' - 2" 9' - 2" 9' - 9" 11' - 11" 13' - 1" 5 - 15 8 - 2" 8 - 7" 9 - 2" 11' - 0" 12' - 3„ 15 - 25 7' - 6" 8' - 0" 8' - 6" 10' - G" 11' - 5" 25 - 35 7' - It 1' - 8 8' - 3" 10' - 0" 1L' • 0" 35 - 55 6' - 9" 7' - 3" 7' - 11" 9' - 8" 10' - 3" 55 - 75 6' - 4" 6' - 10" 7' - 1" 9' - 3" 10' - 3" 75 - 100 6' - 1" 6' - 7" 7' - 5" 9' - 0" 10' - 0" 100 - 150 5' - 10" 6' - 3" 7' - 2" 8' - 7" 9' - 1" 150 - 250' 5' - 5" 5' - 10" 6' - 9" 8' - 0" 9' - 2" 250 - 350* 5' - L" 5' - 6" 6' - 4" 7' - 6" 8' - 10" -2-- APPROVED EXPIRES «QTIC.E_.Q£ ACCEPTAt10E : SPECIFIC UNQITIONS 1. This approval covers aluminum or steel storm panels. ___.tiov 9, 1992 • 9, J_95 ; ,;; 2. The panels shall consist of 12" wide sheets with ed -laps forming 1 5/8" deep ribs and shall be fabricated of 3003 -I(15 aluminum alloy or steel as shown on following schedule. *Provide second row of fasteners at 12'' o.c. staggered for installations above 150 feet located as shown on vertical sections. 1Dg1 G 1 Diamond, P.E. roduct Control Division Supervisor e "ROPOLITAN DADE COUNTY. FLUHH1ui> ETRO(JAOE k 1111 Chairman 8rnrom S. it6rthow { ice•Chairman 11.0 Cauurrr Members Ronald .{qtr Inters Ana; Crory Benin TumaJ M. Block Luhrrnce .4. 8arnan : d 8ndit Omar Brennan John Carping Eduardo Camel lo'- e de la Tornrnre /P. Carbon Decker Arnold Goldman Richard M. llonan Dannrl Lrwu luhn Lindstrom Srnen Lu »e Ioteph .trokher. Sr lames Power William Rile Armando M. Rio Phumat Ctterhack .41ned uirtor'J RuJ% H4Ihame Board Cmgolutru luhn Pitlormo Staff Charles Dander Sandy 4111114 GJ OiamunJ Seaview Industries, Inc. 3750 N.W. 46 Street Miami, F1. 33142. PRODUCT CONTROL NOTICE_4F ACCEPTANCE Your application for Product Approval of _AltMifaai_IU_Stp_e1 Storm Pang. under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Knezevich Ft Associates along with drawing No. 92 -125 dat € cl_2 23__92 has been accepted by P Control to be used in Ole Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 92- 0506.6 APPROVED EXPIRES Nov. 9, 1992 Nov. 9, 1995 APPROVED: November 9, 1992 -1- 'L %•• ad lb lb MET00.0AOE CENTEn eoARO OF RULE4 AND APPEALS SUITE 1010 111 Pew 1st STREET MIAMI e1Of10A 13 130St 375.2491 (305 ) 375-2612 C,C ltjln -r Gil Diamond, P.E. Product Control Division Supervisor **PLEASE NOTE" THIS IS THE COYERSd1EET, SEE ADQITIO.AL 2AGES FOR_SEECIFIC AND GENERAL CONDITIONS BOARD OF RULES AND_ APPEALS NQTIC 9F_ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Boaru of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles Danger, .E. Secretary Metropolitan Dade County Board of Rules and Appeals METROPOLITAN DADE COUNTY, FLORIDA METRCHIADE Chairman 8rnrum S. I Viet•Chairrnan 11.0. bitterer .I femberi Ronald ,111er lamed .Arias George Berlin Thom€U ,11. Black W , vrnr e .1. Bortan red BnrrJ Attar Brennan /film Calpint Joryr de la Tiornro,re 1,. Carbon Oilier Arnold Goldman Richard M. Horton Omar! Lrli, John Lindjtrum Scorn L#.Ir Jatrph .11o01er Sr. linnet Rimer !Milani Rile, 1 rnh,ndu 1 1. Ri;rr, nu. IJ Orr rhat k Ilford 11 ;y,hn41 Rust Illhront Board Consultant Jahn Pith ,nno staff (•harirs l)ror�rr Sundt Ifar,rrh (.,l DI■Im /i,,.I ,,A, 1, q410P METRO.OAOE CENTER 8OAf10 Of f1UIES IMO APPEALS SUITE 1010 111 NW. 191 SWEET 1 1IA',11, ftC1110A 3.1128.1974 (305) 315.2981 (305) 375 -2612 NONCE OF ACCEPTANCE; STAtIDAE3D_CDPDIT ONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. 1111 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. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not•be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, roduct Control Division Supervisor .MET_ f� Seaview Industries, Inc. ACCEPTANCE No.: 92- O59S_,..6 APPROVED EXPIRES NQTICE OF ACCEPTANCE; SPECIFIC CONQITIQNS uvv. 3, 1912 3, 1925___ 3. Applications for building permit shall be accompaniers by two duplicate prints of the approved drawings, bearing the approval stamp, Notice of Acceptance number and approval date clearly marked to indicate panel gage, maximum spans, type of installation, drawing showing size and location, including height above grade of the shutters, and with completely dimensioned plot plans. 4. In order for a permit to be issued zoning regulations must be complied with. 5. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub - section 2309.2 (b) of the South Florida Building Code. 6. This renewal supersedes Product Approval 89- 0426.10 dated May 8, 1989. Gil "Diamon Product Con � Division Supervisor FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MUYING WITH THE FACTOR BELOW EDGE DIST. rK =3- Od= 2 1 /218d =2" 16d= 1 -1/2' SC =1 -1/4' FACTOR V1,00_, 0.86 0.71 0.57 0.50 EXAMPLE: F071' EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 x .71 = 8.5 0.C. ANCHOR CHART 3 VI - 1 LIT LA ‘ i ANCHOR CHART 1 Sr ACE 40 50. 60 70 60 90 120 110 120 SLAT SPAN - INCHES ,,. 11111111111111 WIWI 11 Mt NOM L 1111111E11111 cc i, 3.,..._ 11111111111111 Lili III= lnallol ' I ' 0. 10111111 V . wornirdem I) ffillinifilell : ANckeR C 4 a Se I lid 60 70 80 90 00 110 120 SLAT SPAN - INCH 5 LA ll a Li N U � • 4 to C1 Ln 1".1 OMNI pe, ANCHOR CHART 2 ommcklmin gailiamaq INIIIIINIA IMMINNUOI IMMIIMUm VEIN= MOURN 41 1 4 40 50 60 70 80 90 120 110 120 LAT SPAN - INCHES 12 t NC -IDP E 40 ANCHOR CHART 6 h+O .7.... 1 L ... i ....- ..�.- 5 0 6 70 80 90 100 SLAT SPAN - INCHES 110 120 lP 33 1 W � cc N D U Z D H WW N M . t k - 70 80 90 120 110 .120 SL AT SPAN - INCHES SLAT SPAN - INCHES Ln 40 50 60 70 80 90 120 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED TYPICAL, ANCHOR A CV HCR AO = /4" TAPCON BY ELCO. 1 - 3/4 EMBEDMENT TO CONCRETE 1 -1/4 EMBECMENT TO BLOCK ANCHOR © = 1/4" X 1 -1/4" HILTI METAL HIT ANCHORS WITH ZAMAK BODY OR RAWL ZAMAK NAILIN 1" EMBEDMENT TO CONC. OR BLOCK AN HCR ©_ /4" RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK A NCHOR © = a 4 S.M.S. /LAG SCREWS INTO w000. (S.c.= 0.47) ,„.4! MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBECMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) Eng r: DR. HUMAYouN FAR000 STRLiCTURE$ FLA. PE / 1 6557 C,A.N. 3538 II III III pp 1111111 MITT= 11014 mil MIN WM 1211 MINIM III I 111111 ANCHOR CHART 4 QLOM . PRODUCT RE%ISED es complying with the Florida flailing Code Acceptance No 03 - o / 23. £spi .tiun Date CiVarreo 0 8 By Miami Dad Di%ision oduct Control c 0 c r w Z r p 4 p O c o 1n O .t W U- N Z Z N Qo 0o CC - • 0j CO LL L CO I ZZ 0 ZZh ul O tr ) < c irr i 0 0 ,c 5 L drowing no. 96--19 (sheet 5 of 5 , ANCHOR CHART 3 x1 1 ISZ ACE `12 • t NC -+O P, 2P - 16.. 1 ! iii . ( . E .1 I is VI - 1 LIT LA ‘ i ANCHOR CHART 1 Sr ACE 40 50. 60 70 60 90 120 110 120 SLAT SPAN - INCHES ,,. 11111111111111 WIWI 11 Mt NOM L 1111111E11111 cc i, 3.,..._ 11111111111111 Lili III= lnallol ' I ' 0. 10111111 V . wornirdem I) ffillinifilell : ANckeR C 4 a Se I lid 60 70 80 90 00 110 120 SLAT SPAN - INCH 5 LA ll a Li N U � • 4 to C1 Ln 1".1 OMNI pe, ANCHOR CHART 2 ommcklmin gailiamaq INIIIIINIA IMMINNUOI IMMIIMUm VEIN= MOURN 41 1 4 40 50 60 70 80 90 120 110 120 LAT SPAN - INCHES 12 t NC -IDP E 40 ANCHOR CHART 6 h+O .7.... 1 L ... i ....- ..�.- 5 0 6 70 80 90 100 SLAT SPAN - INCHES 110 120 lP 33 1 W � cc N D U Z D H WW N M . t k - 70 80 90 120 110 .120 SL AT SPAN - INCHES SLAT SPAN - INCHES Ln 40 50 60 70 80 90 120 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED TYPICAL, ANCHOR A CV HCR AO = /4" TAPCON BY ELCO. 1 - 3/4 EMBEDMENT TO CONCRETE 1 -1/4 EMBECMENT TO BLOCK ANCHOR © = 1/4" X 1 -1/4" HILTI METAL HIT ANCHORS WITH ZAMAK BODY OR RAWL ZAMAK NAILIN 1" EMBEDMENT TO CONC. OR BLOCK AN HCR ©_ /4" RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK A NCHOR © = a 4 S.M.S. /LAG SCREWS INTO w000. (S.c.= 0.47) ,„.4! MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBECMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) Eng r: DR. HUMAYouN FAR000 STRLiCTURE$ FLA. PE / 1 6557 C,A.N. 3538 II III III pp 1111111 MITT= 11014 mil MIN WM 1211 MINIM III I 111111 ANCHOR CHART 4 QLOM . PRODUCT RE%ISED es complying with the Florida flailing Code Acceptance No 03 - o / 23. £spi .tiun Date CiVarreo 0 8 By Miami Dad Di%ision oduct Control c 0 c r w Z r p 4 p O c o 1n O .t W U- N Z Z N Qo 0o CC - • 0j CO LL L CO I ZZ 0 ZZh ul O tr ) < c irr i 0 0 ,c 5 L drowing no. 96--19 (sheet 5 of 5 , x1 `12 • t NC -+O P, 2P - v ( . : ANCHCR CHART 7 ' 7 " a0 50 60 70 80 90 100 11A 17A VI - 1 LIT LA ‘ i ANCHOR CHART 1 Sr ACE 40 50. 60 70 60 90 120 110 120 SLAT SPAN - INCHES ,,. 11111111111111 WIWI 11 Mt NOM L 1111111E11111 cc i, 3.,..._ 11111111111111 Lili III= lnallol ' I ' 0. 10111111 V . wornirdem I) ffillinifilell : ANckeR C 4 a Se I lid 60 70 80 90 00 110 120 SLAT SPAN - INCH 5 LA ll a Li N U � • 4 to C1 Ln 1".1 OMNI pe, ANCHOR CHART 2 ommcklmin gailiamaq INIIIIINIA IMMINNUOI IMMIIMUm VEIN= MOURN 41 1 4 40 50 60 70 80 90 120 110 120 LAT SPAN - INCHES 12 t NC -IDP E 40 ANCHOR CHART 6 h+O .7.... 1 L ... i ....- ..�.- 5 0 6 70 80 90 100 SLAT SPAN - INCHES 110 120 lP 33 1 W � cc N D U Z D H WW N M . t k - 70 80 90 120 110 .120 SL AT SPAN - INCHES SLAT SPAN - INCHES Ln 40 50 60 70 80 90 120 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED TYPICAL, ANCHOR A CV HCR AO = /4" TAPCON BY ELCO. 1 - 3/4 EMBEDMENT TO CONCRETE 1 -1/4 EMBECMENT TO BLOCK ANCHOR © = 1/4" X 1 -1/4" HILTI METAL HIT ANCHORS WITH ZAMAK BODY OR RAWL ZAMAK NAILIN 1" EMBEDMENT TO CONC. OR BLOCK AN HCR ©_ /4" RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK A NCHOR © = a 4 S.M.S. /LAG SCREWS INTO w000. (S.c.= 0.47) ,„.4! MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBECMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) Eng r: DR. HUMAYouN FAR000 STRLiCTURE$ FLA. PE / 1 6557 C,A.N. 3538 II III III pp 1111111 MITT= 11014 mil MIN WM 1211 MINIM III I 111111 ANCHOR CHART 4 QLOM . PRODUCT RE%ISED es complying with the Florida flailing Code Acceptance No 03 - o / 23. £spi .tiun Date CiVarreo 0 8 By Miami Dad Di%ision oduct Control c 0 c r w Z r p 4 p O c o 1n O .t W U- N Z Z N Qo 0o CC - • 0j CO LL L CO I ZZ 0 ZZh ul O tr ) < c irr i 0 0 ,c 5 L drowing no. 96--19 (sheet 5 of 5 , .� /AMP? •-i..ti/it-.0�"'AI r EXISTING WOOD TRUSS ®, 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 2 X 5 X 1/8" ALUM ANGLE CONT. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = .123" MAX DESIGN LCAD = 62 PSF 1 -1/4" e 3" MIN 1 -3/4" MIN. COUNTER TOP CONDITION (PASS THRU WiNDCW) MAX SHUTTER HEIGHT a 6 FT. (3) 1 14 S.M.S. 0 EACH RAFiEk 2' . SAVir-P A I 2 x 3 x 1/8" -- 2 x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES 1/4* THRU BOLT w/ WASHER & NUT 0 6' O.C. FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN, PENETRATION TO EXISTING W000 HEADER 1/4' PLYWOOD `a EXISTING SOFFIT # 10X2" SELF CRILUNG SCR. 0 15" O.C. T 3/4" • J c 0 0 u v c row ng no. 96--19 sheet 4 of 5 a N W Z r7 Z W '') O a ao* W� Z 0 '` <0 W 2 v • 0 O CL W C r ) • U ` DO 0 Z O I-°- CO . I Z Z W — Q ,n LZ 0 O u ( r 0 v 0 0 al0 x i' HEX HEAD SELF DRILLING ` REVS 2 6 D.C. __ 1 14 X 3/4" TEKS t0 12 O.C. 1" X 3 -3/4" X 1 /8" CONT. ALUM TUBE w/ (3) 1/4" 0 X 4" LAC SCREwS ® EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD GLASS OOQ EADER REQU. -- -- INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 6 FT. scA/ MAX. DESIGN LOAD >= 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 Engr; DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 C.A.N. 3538 a 2 x 4 Xrt .• 2x3xi /8• ALUM ANGLE 1/4 -20 X 1/2' SOL V/ NUTS 2 12' OC. (T4�t qini a FASTENERS r SEE SCHEDULES ON SHEET 2 2" X 4" CONT. W/ (3) 1/4" 0 X 5" LAG SCREwS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 03 Expiration Date 0 Miami Dud Division 23.0` uct Control ANCHOR CHART 10 USE TYPE CONC 81.0 w00D A 4 4111g11111111 F - b 4 - E - - 2 MiN. SEPARATION 4 -1/4" -< ONLY THIS CONDITION Ed 3/4" • L ANCHORS � — SAME AS HEADER \I/ A ix 1 x 1/8" 1 X 2 x 1/8" 2 X 2 x 1/8" 2 X 3 X 1/8 2 X 4 X 1 /a" 2 X 5 X 1/8" ALUM ANGLE AS REOD. AT BUILT -OUT CONDITIONS A C1-TOR A,C,D OR E ® 12" 1 10 x 1/2" TEKS OR 3/16" POP RI TS 0 18 O.C. tT, N AT BUILT -OUT 500 DIA CELCD BUSHING MAX. SPAN =1 20 / 14 X 3" M.S. STANLESS STEEL 90• MIN, SEPARATI 3- 1 /2 "TY EXCEPT AS 'OTED FOR µALL m0 NT TRACKS 50L10 1/2' DIA, ALUM. LOCKING ROO w CORNER 0 D 0 L 1(HANDLE CAN BE INSTALLED INSIDE OR OUTSIDE,_ #10 x 3/4' HEX TEK 0 12' O.C. L 1/4" 0 TAPCONS 2/ CHANNEL 1' X 4 -1/4 X 1/8" ALUM FLAT PLATE INSIDE OR OUTSIDE W CORNER 0 Z MOVING CORNER DETAIL SECTION E -E 1/4 " -20 S.S. THUMB SCREW OR MACHINE SC SEW - CLASS ANCHOR A,C,D OR E 0 12" O.C. RNER DEi'AA L En9r: DR. HUI.4AYOUN FAROOC STRUCTURES FLA. PE f 16557 C.A.N. 3538 7003 2 X 2 X 1/8" 2 X 3 x 1/8" 2 X 4 x 1/8" 2 X :6 X 1/8" ALUM TUBE (6063 -16) 110 x 3/4" HEX TEKS 3 /ANGLE By Miami Da Dim ion 1 -1/2 x 3 x 1/8" ALUM ANGLE TOP & BOTTOM 1/4" � TAPCONS 2/ ANGLE FRCDUCT RE:'iSED as corapl) irg a ith the Florida Buiding Code Acceptance No 03' o / 2-3. 07 Expiration Date 0 ifi,.& -c / fir✓ • • /i roduct CatlmI U t< `V c s c o • U -I .o ZO I'- a0 I W 0 0 N < g in IY v) Z �. 0 a V 0 r v v 0 s c C ) V ( drawing no. 96--19 sheet 3 o 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 4 3 - C 5 4 - Co >~ 6 4 - 3__. E - ANCHOR TYPE CHART TD_USE' CONC. BLOCK WOOD A 7 4 - C 5 4 - D 7 4 - E - - 4 ANCHOR TYPE A CHART TO USE CONC. BLOCK mai Mk call =MEM 7 D - ANCHOR TYPE CHART TD USE CONC. BLOCK WOOD A 7 3 - C 4 3 - D 7 4 - E - - 4 ANCHOR CHART TO USE TYRE CONC. BLOCK WOOD A - D . 3`. ANCHOR CHART TO USE TYPE !T BLOCK W000 ■ Ed 3 3/4" ___SAme AS HEADER 1 .2x2x 1/ ALUM ANCL WALL MOUNTS 1/4 - 20 X 1/2' BOLTS W/ NUTS a 12' D.C. Ed TYPICAL EDGE DISTANCE CONC. & BLOCK . 12d (12 ANCHOR DIAI■ETERS) w000 Sd FOR LESSER EDGE DISTA.'NCES SEE SHEET 5 OF 5. 4 1/ X 3/4' FLAT TDP M.S. w,/ NUTS 2 12' DC. N TA X 2 X 1/8"_ ALUM ANGLE 1/2" Ed RAIN GUARD - OPTIONAL NON- STRUCTURAL 1/2" MO'JN11 14 X 3" M.S. STAINLESS STEEL 1/4 -20 X 1/2' BOLTS W/ NUTS 212'OC. 500 DIA. VELCDN BUSHING MAX. SPAN= 120" I°---- „1/4 -20 X 3/4' FAT TOP MS. W/ NUTS e 12' OC. SECTION B -@ _ ANCHORS SAME AS HEADER FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. BOTTOM GUTTER OPTIONAL NON- STRUCTURAL L INSIDE MOUNI5 ril - Ed. SECTION C —c DIE CAST ZAMAK ROLLER HOUSING is a MAX. SPAN= 1 20” / 10 X 2" SELF DRILLING SCR. 0 5" O.C. 3 Ed. 3/4, ANCHOR USE rrPE . C BLOCK w000 A CHART NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED iN LIEU OF H.D. HEADER. FE 2X /8' 2 X 4 X 1 /8' — 2X5x ALUIj.ANGLE 10 ED. E0. 1 Engr: DR. HUMAYOUN rAR000 STRUCTURES FLA. PE / 16557 C.A.N. 3538 SEQTION D- 1/4' DIA. BOLTS V/ NUTS a 12' OC. SELF 0 1 2 X 3 X 1/8' 2 X 5 x 1/8' ALUM ANGLE • 1/4 -20 X 1/2' BOLTS V/ NUTS a 12' D.C. MAX. SPAN= 120" 2" (LUNG SCR. o.c. ROD UCT REVISED as camel; ingwittt I} Florida 8uidingCode 0 3.,0 Accepioncc No Espir.tion Date 02/ By 1 Se/ Miami Da ' roduct Control Division to J I-- W 0 11.1 1--- v1 0 0 D- 0 0 0 ( ) c 0 N ' v 0 0 S O Y drow■ng n0. 96-19 (sneet 2 of R 268 7392 1.122 1.59 4 1. 000 F 8218 4. 186 3.709 .050 TYP.-t BLADE '5905' 6063 -T6 ALT. SILL 6063 -T6 E ° - - 2.965 -.062 TYP R.110 MALE LOCK Ski '5904' cen -16 FEt •t�LOC1t LAT '5903' 6053-16 A T. I A APT "R 6063 -T6 52.392 622 1.912 1.674 I END SLAT 6063 -16 3.188 1.938 TYP H.O. HEADER 6063 -16 AMT 6063 -16 .062 TYP H.-1.250 -- -- 1.536 -w SILL 6063 -1 2.965 1.406 --•+r- 1. 374 062 TYP SILL ADAT 6063, 3-89 1.900 1 288 I _ n n k- 1 1.1 4 R.218 R.:68 .050 TYP 3.000 2.75E Cr_ 0_ 6053 -16 2.713 501 2 000- r 062 4 1 1.000 I U I -=1 .775 tz-- 1.000 RAIN -GUARD 6063 -T6 .400 -1 .250 .056 BOTTOM GUTTER 6063 -T6 1.750 FL •0 SHOE �6C63 -T6 1.268 1. 000 6.000 1. 550 ALIMINUM TUBES 6063 -16 5.000 E .125 ACIM1 M ANGLE5 6C63 -T6 2 X 2 x 1/8" 2 X 3 X 1/8' 2 x 4 X 1/8" 2 X 6 X 1/8" D c 8-- A A - 8 C D 1 X 1 X 1/8" 1 X 2 X 1/8" 2 X 2 x 1/8" 2 X 3 X 1/8" 2 x 4 X 1/ 2 X 5 X 1/ TYPICAL ELEVATION 2.000 l 2.000 TYP 2.569 1.500 E 535 McUNT TRACK 6063 -16 GENERAL NOTES 1, THIS PRODUCT is DESIGNED TO COMPLY WITH THE HIGH vELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING COOS. ALSO FOR w,ND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2 DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMIN1»J CONSTRUCTION MANUAL` LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL 8E GIVEN ONE COAT OF ZINC CHROMATE PR;MER IN ACCORDANCE WITII FEDERAL SPEC. NO. TTP -645. OR BE .CALVANIZEO. 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 CR ALUMINUM ALLOY 2024 -14 OR 7075 -16. 7. DESIGN CRITERIA FOR PANELS: I4Ax DEFLECTION < L /30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2" FOR POSIT1vE PRESSURE. B. ANCHORING OR LOADING CONDITIONS OTHER THAN T005E SHCwN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE, DURING PERIODS OF HURRICANE WAnNING. DESIGN LCADS SHALL BE CALCULATED AS PER RECu:REMENTS OF ASCE 7 -88, ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REODURED 8Y PREVAIL:NC BUILDING CODE. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT A60vE THE LOCK WITH THE FOLLCwING STATEMENT. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF 'ROLLADEN INC.' HALLANDALE, FL. "CADE COUNTY PRODUCT CONTROL APPROVED" En9r DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 C.A.N. 353(3 1 7 20in ANCHORS: EMBEDMENT & EDGE DISTANCES SHCwN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) FRODUCT REVISED es complying r ith the Florida BuidingCode O�Z3 Acccpl_nce No O 3- 07 ation DeteOt /t . 00 Mimi De f)ivisioD rrctnct Control c 0 0 u uJ 0 I-- 2 Z O _ 0 O 0 c O .0 a V u r 0 v 0 6 z 4 0 s z P 0 0 g s.s v P 3 `see' 1 0` 2 s o 0 0s 0 1 0 Crcw;ng no. 96--19 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DR'ISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard Hallandale, Florida 33009 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 Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miarni Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miarni -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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Extruded Aluminum Accordion Shutter APPROVAL DC CUMEr:T: Drawing No. 96 -19, titled " Accordion Shutter Details ", sheets 1 t::ough 5 of 5, prepare: by A1- Farooq Corporation, dated April 25. 1996, last revision #E dated August 01, 2000 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 RATLNG: 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. TEILMLNATION 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 cause 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 & renews NOA # 00- 0411.07 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Heliny A. Mahar, P.E. �1;,.M1• CO JN1Y, FLORIDA MET -1)ADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2^01 FAX (3e5) 375.2908 NOA No 03- 0123.07 Expiration Date: 02/27/2008 Approval Date: 03/13/2003 Page 1 MULLION ANCHORS TI'AD CAPACITY - °CF WINDOW DINS. 2 ANCHORS Al EACH SIDE OF MULLION 3 ANCHORS AT EACH SIDE OF MULLION EXT.( +) EXT.( +) WIDTH (W) LENGTH (L) INT.( -) INT.( -) 36" 100.0 1C0.0 42" 100.G IGO.0 48" 100.0 100.0 48" 54" 100.0 100.0 36" 109.0 100.0 42" 100.0 - 100.G 48" GG ,- 100.0 100.0 54" 100.0 100.0 36" 100.0 100.0 42" 100.0 100.0 48" ' 66 , 100.0 100.0 54" 100.0 100.0 36" 100.0 100.0 42" 100.0 100.0 48" 72 , 100.0 100.0 54" 92.5 100.0 36" 100.0 100.0 42" 99.8 100.0 48" 78 , 96.0 100.0 54" 85.4 100.0 36" 100.0 100.0 42" 92.7 100.0 48" 84 , 89.2 100.0 54" 79.3 100.0 36" 100.0 100.0 42" 86.5 100.0 48" 90 , 83.2 100.0 54" 74.0 100.0 36" 94.6 1 00.0 42" 81.1 100.0 48" 96 , 78.0 100.0 54" 69.4 94.6 36" 89.0 100.0 42" 76.3 100.0 102" 73.4 100.0 48" 26" 100.0 100.0 37" 26 -1/2" 100.0 100.0 53-1/8" 100.0 100.0 26" 100.0 100.0 37" 38 -3/8" 100.0 100.0 53-1/8" 100.0 100.0 26" 100.0 100.0 37" 50 -5/8" 100.0 100,0 53-1/8" 100.0 100.0 26" 100.0 100.0 37" 63" 100.0 100.0 53-1/6" 100.0 100.0 26" 100.0 100.0 37" 74 -1/4" 100.0 100.0 53-1/8" 91.2 100.0 WINDOW DI `i }DT {w) L 1*1 ii i` 42" 48. 48" 54" 36" 42" 48" 54" 36" 42" 48" 54" 36" 42" 48" 54" 36" 42" 48" 54" 36" 42" 48" 54" 36" 42" 48" 54" 36" 42" 48" 54" 36" 42" 48" 26" 37" 53 -1/8" 26" 37' 53 -1/8" 26" 37" 53 -1/8' 26" 37" 53 -1/8" 26" 37' 53 -1/8" MULLION LOAD CAPACITY - PSF 60" 66" 72" 78" 84" 90" 96" 102" 26 -1/2" 38 -3/8" 50 -5/8" 63" 74-1/4" E " IXT. ( +) (L) t &q) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 88.4 81.8 77.5 74.2 66.2 60.6 56.9 57.4 50.9 46.3 43.1 45.4 40.1 36.2 33.5 36.6 32.1 28.9 26.6 29.9 26.2 23.5 21.5 24.8 21.6 19.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.4 88.8 65.8 51.5 2 X 4 X 1/8" ALUM TUBE EXT.(+) INT.( -) 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93.9 87.4 92.2 81.3 73.5 67.9 74.2 65.2 58.7 53.9 60.6 53.1 47.6 43.6 50.2 43.9 39.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2 X 4 X 1/4' ALUM TUBE EXT.(+) INT.( -) 100.0 100.0 100.0 100.0 " 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.1 100.0 94.7 84.9 77.7 89.5 78.2 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. v x z SEE CHARTS ON SHEET 1 FOR DESIGN LOAD CAPACITY OF DESIRED WINDOW SIZE. 2 X 4 X 1/8" 2 X 4 X 1/4" ALUM TUBE (6063 -T6) 2 X 3 X 1/6" ALUM TUBE (6063 -T6) WINDOW WIDTH USE MULLION CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULUON. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USE ANCHOR CHART ON THIS SHEET TO SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. WI > O 3 " WIDTH (W) _ WI + W2 AP 2W 6 " 2 WINDOWS WITH INSET TRACK INSERT Env.. DR. HOMAY0UN FAR000 STRUCTURES FLA. PE if 16557 C.A.N. 3538 W2 2 OR 3 ANCHORS AT EACH SIDE OF MULLION SEE CHART 3 " TYPICAL ELEVATIONS SIDE 13Y SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH c 0 in ° v 0 c 0 0 0 0 N v V) w 0 0 0 0 ce a 0 is D CO N 0 ) drawing no. W96-31 sheet 4 of 4 oPt ITEM / PART I REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 RON -108 4 WINDOW TRACK 6105 -T5 - 2 RON -104 4 INSET 1RACK INSERT 6105 -T5 - 3 RON -107 4 FACE MOUNT TRACK INSERT 6105 -T5 - 4 - - TRACK COVER 6063 -T5 - 5 RON -102 1 /CORNER CORNER KEY - - 6 591- 65W175 - GLAZING GASKET - SANTOPRENE THERMOPLASTIC RUBBER TYPICAL ANCHORS SEE ELEV. e FOR SPACiNG 1/4" MAX. SHIM 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING F �CONC. BLOCK A WINDOW WIDTH WINDOWS WITH FACE MOUNT TRACK INSERT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. WOOD STRUCTURE WINDOW WIDTH WINDOWS WITH INSET TRACK INSERT D. L. OPG. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS v CORNER DETAIL SERRATED CORNER KEY Enr. DR. HUWC OUN FAR000 STRUCTURES FLA. PE 1 16557 CAN. 3538 .r. C L 0 X c 0 O N n N J u 0 .L 0 N v v v 0 drawing no. W96 -31 (sheet 3 of 4 ) �l� A TYPICAL ANCHORS SEE ELEV. FOR SPACING a O a 1BY OR 2BY WOOD BUCK a WINDOWS WITH INSET TRACK INSERT TYPICAL ANCHORS SEE ELEV. FOR SPACING c6 a O J 0 TYPICAL ANCHORS SEE ELEV. FOR .ir'ACING /4" MAX. S41M TIT 1/4" MAX. SHIM `CONC. \B LOCK WOOD METAL NC. BLOCK /w00D / QAL WINDOWS WITH FACE MOUNT TRACK INSERT TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES TYPICAL ANCHORS SEE ELEVS, FOR SPACING N MIAMI —DADE COUNTY APPROVED MULLION St MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS /METAL STRUCTURE NOT BY ROLLADEN INC., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING /14 SMS /LAG SCREWS INTO WOOD STRUCTURES 1.=1 PENETR ATION INTO WOOD 1/4" TAPCON5 INTO WOOD - ST T RES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR M SONRY 14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. (INSET TRACK INSERT) INTO CONCRETE AND MASONRY = 3" MIN. (FACE MOUNT TRACK INSERT) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. Enr, DR. HUMAYOUN FAROOd STRUCTURES FLA. PE / 16557 C.A.N. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE 0 ;mow U 0 c4 0 O E ,'5 O U r- z W M O Z > o0 0 3za ®a _ ce c� f. vi 0 ix. Lu a 'L N a W w .-- : F- C 2 J a 0 0 . 1) Z m LJJ N z W (n 0 0 L 5 Q J oe c 0 f1) ' c to 0 0 N 1. in 0) c 0 o. 0 IA v 0 v 0 0 .0 u drawing no. W96 -31 sheet 2 of 4 , DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 3/8" LEXAN WIDTH HEIGHT EXT.( +) /INT. ( - ) 36" 100.0 42" 100.0 48" 48" 100.0 54" 100.0 36' 100.0 42" 100.0 48" 60 , 100.0 54' 94.4 36' 100.0 42' 100.0 48" 66' 100.0 54" 94.4 36" 100.0 42" 72" 100.0 48" 100.0 54" 94.4 36" 100.0 42" 78" 100.0 48" 100.0 54' 94.4 36" 100.0 42" 100.0 84" 100.0 48" 54" 94.4 36" 100.0 42' 100.0 48" 90 " 100.0 54" 94.4 36" 100.0 ((Te . 96' 01 0.0 54' 94.4 36" 100.0 42" 100.0 48' 102" 100.0 54" 94.4 26" 100.0 37" 26 -1/2" 100.0 53-1/8" 100.0 26" 100.0 37" 38 -3/8" 100.0 53-1/8" 100.0 26" 100.0 37" 50 -5/8' 100.0 53-1/8" 100.0 26' 100.0 37' 63" 100.0 53-1/8" 96.0 26" 100.0 37' 74 -1/4' 100.0 53-1/8' 96.0 O O 2 0 0 z j0 N p rn 3" MAX. TYP. AT HEAD /SILL 53 1/4' NIt:C01/ WIDTH 43 11/16" D.L. OPG. O II II II II I tt •I- WINDOWS GLAZED WITH POLYCARBONATE SHEET RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ALUMINUM FIXED WINDOW WITH POLYCARBONATE GLAZING DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART SHOWN ABOVE. \ \ ; li I I II II 1 I II I I II JL I I II II I I TI II II II 1 11 1t I I II II II 11 APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES USING APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM 'WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 12" MAX. AT HEAD /SILL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURAT1ON INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. FALSE MUNTINS OPTIONAL 1- Q 0 0 D z O O 3" MAX. TYP. AT HEAD /SILL TYPICAL ELEVATIONS -tr SIUCONE OSI PRO SERIES HM -270 1` I II II II. II GLAZING DETAIL 53 1/4" WINDOW WIDTH 48 11/16" D. L. OPG. 44 TI 17 4" MAX. AT HEAD /SILL 3/8" MONOLITHIC LEXAN MR5 POLYCARBONATE i z 1)1 - -a 260 2.500 En9r: OR. HUMAYOUN FAFr00Q STRUCTURES FLA. PE 1 16557 C.A.N. 3538 L � � I .100 TYP 1.385 TRACK INSET TRAC,K.1 SERI 1.480 71.250 < - .330 r°- T .739 FACE MOUNT TRACK INSERT r- .965 - .040 TYP. .430 TRACK COVER CORNER KEY 266 I 0 �- (n o w CJ r-4 F- o O xx 0 U w 0 3« ® y D_ ce i:4 c) Cr-4 I d r9 1 z 0 0 I t (D O' 0 L 0 n 0 O v EE ID 3 0 0 0 U z I uc) rn (7) 0 u J 0] J n Z J r V) Q N w 0 if) 1"-= 0 0. 0 N v v .0 v 0 0 .c 0 z 0 co 0 0 S 0 drawing no. W96-31 sheet 1 of 4 MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 Sco PE: 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 Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). 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 AIIJ (in areas other than Miami Dade County) reserve the right to have this product or rnaterial 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 AIIJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Fixed Window with Polycarbonate Glazing APPROVAL DOCUMENT: Drawing No.W96 - 31, titled "Polycarbonate Window Glazing ", sheets 1 and 2 of 2, dated 7/15/96 with revision C dated 4/7/03, prepared by Al r arooq Corporation, signed and sealed by Iiumayoun Farooq, P.E., 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 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 cause 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 and renews NOA 11 00 0609.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NIIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREE), SUITE 1E03 M'AMI, FLC'RIDA 13x3(` -1.63 (30S) 375 -7901 G \'< (30)) 375 - NOA No 03- 0527.02 Expiration Date: August 11, 2008 Approval Date: July 10, 2003 Page 1 STRUCTURAL TUBING - Square Dimensions and properties --t- .' 00AENSKOt1S PROPERTES'• Nominal* Size W41 Thickness Weight per foot Ara 1 3 r h. In. lb. In.= h.• In.s in. 6 x 6 .5000 1h 35.24 10.4 50.5 16.8 2.21 .3750 % 27.48 8.08 41.6 13.9 2.27 .3125 s he 23.34 6.86 36.3 12.1 2.30 ,2500 • 1 /4 19.02 5.59 30.3 10.1 2.33 .1875 1i1 14.53 4.27 ' 23.8 7.93 2.36 5 x 5 .5000 1h 28.43 ' 8.36 27.0 10.8 1.80 .3750 % 22.37 6.53 22.8 9.11 1.86 .3125 s he 19.08 5.61 20.1 8.02 1.89 .2500 1/4 15.62 4.59 ' • 16.9 6.78 1.92 .1815 o hs 11.97 . 3.52 13.4 5.36 1.95 4 x 4 .5000 • 21.63 6.36 12.3 6.13 1.39 .3150 'Is 17.27 5.08 10.7 5.35 1.45 .3125 s he 14.83 4.36 9.58 4.79 1.48 .2500 1 /4 12.21 3.59 8.22 • 4.11 1.51 .1815 %s 9.42 2.77 , 6.59. 3.30 3.54 3.5 x 3.5 .3125 s /is . 12.10 3.73 6.09 3.48 1.28 .2500 1 /4 , 10.51 3.09 5.29 3.02 1.31 .1815 'hs '' 8.15 2.39 4.29 2.45 1.34 3 x 3 .3125 s he 10.58 3.11 3.58 2.39 1.07 .2500 1 /4 8.81 2.59 3.16 • 2.10 1.10 .1815 she 6.87 2.02 2.60. 1.73 1.13 2.5 x2.5 .2500 1 /. 7.11 2.09 1.69 1.35 .899 .1875 Ms 5.59 1.64 1.42 • 1.14 .930 2 x 2 .2500 1 4 5.41 1.59 .166 .766 .694 .1875 'hs 4.32 1.27 .668 .668 .726 • • Outside dimensions across flat sides. • • Properties are based upon a nominal outside corner radius equal to two times the wall thickness. • 1.91 AMERICAN INSTITUTE OF STEEL CONSTRUCTION WIDTH HEIGHT t Ix Sx ly Sy A in in in iO4 inA3 iO4 iO3 in ^2 2 6 0.125 1 8.276 2.759 1.432 1.432 1.938 ALUMINUM TUBE PROPERTIES AL- FAROOQ CORPORATION ROLLADEN KLIEN RESD. � -r Tapcon® Masonry Fastening System PULL-OUT AND SHEAR VALUES 480 823 fiaMr, 856 1022 tiN 936 1479 1140 149 3/16" 5/16" 2" 4. ;5,AVIV `, 10 . M :1 J 4. 144 tay 4166AW 1480 1859 851 1801 ci'xu2:411[11, e . 14424 rtiV4 3347 1454 1188 Zt-,1,1:474;.reei 2472 1677 C. '4; 4Y,,fAl "4 3233 2407 NOTE: Indicated pullout and shear failure values were obtained in tests witnessed by independent test lobs (see below). These figures are offered only as a guide and are not guaranteed in any way by Textron Fastening Systems. A safety factor of 4:1, or 25% of ultimate pullout value, is generally accepted as a safe working load; however, reference should always be mode to applicable codes for the specific safe working ratio. Specific Testing Parameters: 3/16" and 1/4" diameter Topcon Fasteners 5/16" diameter Topcon fasteners Hollow block: 1,500 psi Hollow block: 1,872 psi Concrete: 3,320 psi Concrete: 3,513 psi Wood: specific gravity .64 Strength testing of 3/16' and 1/4' diameter fasteners performed by Professional Services, Inc., Miami FL; Report No. 395-40144-001. Strength testing of 5/16' diameter fasteners performed by Hurricane Engineering and Testing, Inc. (HETI) Miami, FL; Report Nos. HET1-01-5063 (wood), HETI-01-5069 (hollow block), and HETI-01-5013 (concrete). Crete-Flex Stainless Steel Masonry Fastening System For masonry applications in more demanding environments, Crete-Flex fasteners are the ideal solution. The combination of 410 stainless steel, a unique dual heat treatment, and silver Stalgard finish maximizes corrosion resistance and ductility, resulting in a high-performance fastener. — Distributed By: WP1201-470 Other Quality Elco® Construction Products Contact Textron Fastening Systems or your Elco distributor for more information on these products and our entire line of quality fasteners for construction. 217 1.85 HangerMate Threaded Rod Anchoring Systems HangerMate anchors are designed to speed installation of fire sprinkler, HVAC, refrigeration, general piping, and electrical systems. Two head styles and a variety of thread and point styles are available for reliable fastening in concrete, steel or wood. TEXTRON Fastening Systems Commercial Solutions Elco Construction Products 5110 Falcon Road • Rockford, IL 61109 800.435.7213 • 815.391.5500 • Fax 815.397.8986 www.fastenersforconstruction.com ©2001 Textron Inc. Printed in the U.S.A. Screw Type Screw Size Drill Point Type Drill Cap On.) Sheaf (lb) Steel Gage' of Thickness (In.) ickn ess(i Thickness (in.) No. 111-18 Gape No.18 -14 Gage No.16 -18 Gage No.14 -14 Gag* No.14-14 1/V-3/16' ■ 3/18 1/1 114'•12 Gage ■ 1/8 - 1 /8 ■• 116 1!4 ■ Self-Drill 10-16 3 0.150 545 693 585 - - - - 587 - 677 12 -14 3 0.187 528 847 662 727 - - - 335 475 284 1/4.14 3 0.187 558 925 672 967 635 - - 3 590 159 X1/4-2 4 0.312 540 835 633 980 670 715 660 395 570 14 20 _ 24 4 0.312 - - - - 2194 2113 1904 40 1147 Self-Tap 5/16-24 - - - - - - 2182 2118 - 804 1170 Screw es Size Drill Point Type Drill Cap.' an.) Pullout (lb) (in.) Steel Gage' of Thickness (in.) AluminumThickness No.18 No.18 No.14 No.12 1/8 3/18 114 5/18 3/8 1/2 1/8 1/4 • - 914 3/8 - - Self -Drill 10.18 3 0.150 158 200 254 638 677 - - - - - 306 12.14 3 0.187 158 210 284 460 620 1159 - - - - 2'0 1/4.14 3 0.187 159 212 274 480 740 1015 - - - - 240 969 - 14 20 4 0.312 - 208 260 500 765 1045 1215 1275 - - • 700, 1473 157115 4 0.312 - - - 859 1029 1690 1936 2182 - - 417 1027 - Seit -Tap 5/16.24' - - - - - 760 932 1729 1931 2662 3422 3421 308 802 Kwik -Flex Allowable Pull - Out'' 1. Steel members shall conform to ASTM A 36. Numinum members shall be 6063-T5 aluminum afoy. 2 The maximum drib apacity i the maximum metal thickness the fastener can self-drill and self-tap. 3. The base -metal thickness of No.12 gage steel is 0.105 inch, d No.14 gage steel is 0.075 inch, of No.16 gage steel Is 0.060 and of No.18 gage steel is 0.048 inch. 4. Fa self-tap fasteners, use 0.290 -inch predrilled holes through members. 5. Based on using a safety facto d 3. 202 US:1.800- 879 -8000 / www.us.hiltl-com I HIM Product Technical Guide 2902 I Canada: 1 - 800.363 -44581 www.ca.hiltl.com Screw Fastening Systems Kwik -Flex Self- Drilling Screws -Flex Allowable Shear 1. Steel members shall conform to ASTTA A 38. Aluminum members shall be 6063 -T5 aluminum alloy. 2. The maximum drill capacity i the maximum metal thickness the fastener can self -drill and self -tap. 3. The base -metal thickness of No.12 gage steel is 0.105 inch, d No.14 gage steel is 0.075 inch, of No.16 gage steel is 0.060 and of No.18 gage steel is 0.048 inch. 4. For self-tap fasteners, use 0.290 -inch predriiled holes through members. 5. Based on using a safety factor of 3. 1- 111...T1 5.4 SECTION EXTRUSION AL — FAROOQ CORPORATION ROLLADEN KLIEN RESD. DATE: 05 -23 -2006 MULLION WITH PARTIAL UNIFORM LOAD, POINT LOADS FULL LENGTH UNIFORMLY DISTRIBUTED LOAD AND TRAPEZOID LOAD OR ANY COMBINATION OF THE ABOVE ( NEWT158 ) : VERTICAL TUBE : 5" X 5" X 3/16" SPAN = 10 FT. FULL LENGTH UDL = 488 LB /FT. MODULUS OF ELASTICITY = 2.9E+07' PSI # X MOMENT DEFL. 1 0.000 0 0.000 2 1.000 2196 0.089 3 2.000 3904 0.168 4 3.000 5124 0.230 5 4.000 5856 0.269 6 5.000 6100 0.283 7 6.000 5856 0.269 8 7.000 5124 0.230 9 8.000 3904 0.168 10 9.000 2196 0.089 11 10.000 0 0.000 FINAL RESULTS RIGHT REACTION = 2440 LBS. LEFT REACTION = 2440 LBS. MAXIMUM MOMENT = 6100 FT —LBS. SECTION MODULUS = 5.36 IN"3 BENDING STRESS c = 13657 PSI 4 F Oky MOMENT OF INERTIA = 13.4 IN ^ 4 MAXIMUM DEFLECTION = .282 IN 4_ . 1x = 11. � i' $ s 5 " uh (c - K000 T6 : 0- 6 F/(Y3) , b:- 3(,goo l 9 ax r d 0 2006 # SPAN (FT) AL - FAROOQ CORPORATION INPUT DATA 1 0.000 2 8.210 3 8.210 j 4 0.000 NEGATIVE MOMENTS FT -LBS. ROLLADEN KLIEN RESD. SECTION : HORIZONTAL TUBE (24 y WIND VELOCITY SHAPE FACTOR CORNER FACTOR TRIBUTARY PANEL WIDTH DEFLECTION LIMIT ELEVATION (FT) 0.00 8.21 16.42 16.42 CONTINUOUS BEAM ANALYSIS / FINAL RESULTS POSITIVE MOMENTS FT. -LBS. NO CANTILEVER AT BOTTOM OF MULLION 0 2 1419 -2522 2522 3 1419 0 NO CANTILEVER ON TOP OF MULLION FINAL RESULTS MAXIMUM NEGATIVE MOMENTS MAXIMUM POSITIVE MOMENTS MAXIMUM REACTION @ SUPPORT MAXIMUM MOMENT OF INERTIA RQD. = CU Q< STRecsES � b= M = 2 r"" (1L). 1 0,769 Ps Sx 2•?S 1 RUN DATE : 05 -23 -2006 = 146 MPH = 1 = 1 5.04' FT. = L / 180 PRESSURE (PSF) r 59.40 59.40 59.40 59.40 REACTION LBS. LOAD IX (PLF) (IN "4) 299.38 ' 0.000 299.38 1.000 299.38 1.000 299.38 0.000 Irqd> IN "4 g L$) 2.326 Q =3012-L4C 1536] 2.326 t .12t Liis 2522 LBS -FT 1418 LBS -FT 3072 LBS 2.325 IN "4 4 aim. 1 ' 1 1 4 , p u If g ) r —( "a 4 I II 00 eSc °K!/ CLIENT nn ftalcA pgri-i- d © US'N• t ViV b<2.4 /1t ' 4 St = ? Y o .;/gs' (4--) r< r r /Cry l� /G= 1 f 1 7 L65 Ca OTT= 333(3 ( 2S > rsTRIL 41-14 k1.).0K 1=tEx sgto 912n/LfNe- SciENS /0 C./cif STEE (c r'r( FL pfictw& scgFwS 776 6)^/"1e (_ d K �� JCB NO. PROJECT R ;s i L85 ( 1 - 5 Zx bx }uaM ;,ug X 2A 7y L y "GUN4 ) fF t.4^' Fxi$Tln�� Sree e L o - j - a- 21Ff Leg) ( -2) (6) r = 130$ 1, (3S BY CHK. Thos R Utz /-r; ( dad f ) DATE # J 1 mum X 1 �t 4 P-t 7I ii r T_ /Y �A / kun�5 (AMP / ��f "i ce _7t- To 6/ 6/c 2 %Z N SQRc�r� i EOG F o� Srf Nc ) (3) ,o��t Ar�c (6) T�r i = 1 i L L a3s (OT us"N't. yy kw,tu Ft.Fx S� F OttitA,114, SC TV CONNECT At,t 4 '1 rv4r Lt) /4 54 = ?Is cgs /s - o o Las. t 12 c a( GO- AL•FAROOQ CORPORATION 1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305) 264 -8100 SHEET NO. 4 w J ce ,, KLEIN RESIDENCE 534 NE 94 St LI Miami Shores, FL 33138 1N4, 410, 411 , - f8 pod 1.133 1 229.00 " csa P1 t �{.7 plf UAL � V � N S9 y z 29 L45/ � 7t1 51-1.1 6 5Y F /2 m ''° Y/�s SP/Irir 197 1 ' Lo CD U Oc L : 9g. 5 N N im. J SPA- I Ld ?'-i r g .TMPo 2 c X5 D E s( Gr' $Y 5rnlTrras • STEEL 11.) : to sk / '27 3'3 Rolladen Inc # 05A38185 PAIN• Tt .4; et) W Customer: > Io° I 2' # .Mdth 1 2 3 4 5 6 7 8 9 37 rZ 37 SL 2 + 64 7 , 4- Product Shutter Schedule Height 17 1B i9 20 Width Zone Prod.rcl Anchor. 37 40 3 7 rz �8 4� L p 90 go LP 3 8Z a hec� a9• rCCB (dean Root Height; Exposwe: Roo[ 51ve: Eleva6an: Criteria Data End Zone: WIND CHAR t-1 Q J Design Loads Positive Z Negative Int. Zone: begat ve End Zone: J 0 34 NE 74 $4- — f?r sit s#¢-o tea , }L 3 3(3'2 Rolladert Shutters Arc C<f)- ?8 Contract #: Color: Date: 0 SA 38Jt35" WHiro' 4-43 -oo i 1235 S.W. CUSTOMER PROJECT Kh = Kd = Kzt= 0.85 1.00 , 1.0 AL- FAROOQ CORPORATION 87th. AVENUE MIAMI, FL. 33174 PH. 305- 264 -8100 :ROLLADEN SHUTTERS :KLEIN WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -02 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 15' FT. TRIBUTARY LOAD AREA A : 10 FT - 2 (TABLE 6 -5, P60) (TABLE 6 -6, P61) (TOPOGRAPHIC FACTOR) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV - 2 = 46.38 PSF GCp COEFFICIENTS (FIGURE 6 -5A, p44) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 6 -7 p62) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 54.7 PSF - 59.4 PSF#f -LM ZONE 5 = + 54.7 PSF - 73.3 PSF 05 -01 -2006 11 t3 l( c. 17 LP r8 Lf let 20 Special ROL -5 CUSTOMER NAME BILLING ADDRESS TELEPHONE OTHER PHONE We propose to furnish and instal the following: UNIT NO. PRODUCT CODE DOOR indicate by number counter clockwise ROLLADEN INCORPORATED e k?" Ai JOB ADDR SS � ,vL: 1 e4 Sr PC. 33 WINDOW (Accepted & Approved) ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT DEPOSIT- 1/3 MINIMUM REQUIRED *ruction: LJ ( -t- - O Pt 04 / 4 &cT5 `F-- tike`' - tom Is electrical labor for motor and switch installation by Rolladen included in this price? YES ❑ NO N. Floor of Building: i . I have received a copy of "Notice of Consumer Rights Under the Construction Industry Reco Fund` as requu re (initials). d TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen 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 1' /2% 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 0 NO14, (If NO, fill in Owner's name and address in space provided at top of form.) Lot Block Sub Division County, State of 6 O P 0 6wned by Purchaser and described as: Folio # 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 mail. 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." EXECUTE IN SIX COPIES, ONE COPY OF WHICH WAS - DELIVERED TO, AND RECEIPT IS HEREBYACKNOWLEDGED 13y BUYER, THIS y DAY OF _ ®�� PO ©( „ Products are to be installed on the premises situated in 2>A17 1 TOTAL AMOUNT OF CONTRACT 1 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION l BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately „AS to M. weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Ak J / fdkJ (salesman) (Purcler Sign Here) (X) ORDER NO. l) 3 8'iavS CUSTOMER PROPERTY OWNER ROLL SHUTTER OPERATION COLOR SELECTION CRANK MOTOR MOTOR ONLY ONLY & CRANK PROFILE FRAME lf� it.0 4 - (Purchaser Sign Here) SPECIAL INSTRUCTIONS Page of OR Bt',. 24481 PG 0378 NOTICE OF COMMENCEM'EhTT PAGE A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. \ `i o f S 0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is prr�o��vided in this Notice of Commencement. 1. Legal description of property and street address: /��`hf9 /7 f/i i ES SC 2 P/3 /0-_3? 66T(1 lL k7.- 5 li 2. Description of improvement: 7/V S %r4) I ,1J o ((;FA) t Y // O T RS 3. Owner(s) name and address: Interest in property: OLeJA/67R Name and address of fee simple titleholder: 4. Contractor's name and address: ROLLADEN 550 ANSIN BLVD. HALLANDALE, FLORIDA 33009 5. Surety:(Payment bond required by owner from contractor, ifI any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner uppn whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following perso0(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expir date is 1 year from the date of recording unless a different date is specified) Signature of OYVner Print Owners Name / / i 5 1,' !. PE //1.,) Sworn to and subscribed before me this, dpy,,fat,.r 300 My rtImmieeinr, avr,;,o,• t I _ I L. _ f1 MARIA . ,CrREN C) C mma 000391355 (` r `t; = Expires 11/15/2009 Notary Public i ' l (/ � � BorKtiri thni (FVY ?.1ay uu Ro I a Notary Assn., Inc Print Notary's Name ��' t� {� l �}- n (? k. tt3'�'� � • ,3 � ( -C `i 5 i ( rz 3313 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a tr e c y of the original filed in this office on __ t . day of or —A919 y __ N , A D 20_66 WITNESS y hand and Officral Seal. HARVEY UViN, CLER ofCi ;,cu' an County Courts g C M/UO / , D.C. • Prepared by: Rolladen, Inc. Address: 550 Ansin Blvd. Hallandale, Fl 1'1()(19 ``a rlA, ire ° •,a - : qL t i' ‘44c,f4 r " ' . ' • t� "i'T S`iy i �x d , !coca • .tJan o -6poeD C4rE �cdep� Ora