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520 NE 92 St (10)For Inspector: Approved d Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp' Permit No. Name [� --r- Address OK/ Company Q` � / Phone # U e c �� 7 7 Name & Date (1) IPS t) A4aere I t i/'p C artiAld 4 c, h -fit ., c eloc..d 3) A iti 0 " I skits ,tor „ s/laY-1M) Company MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Req . ,- st 2 Dated 21O , Time Type Insp'n _ Permit 7 OO - . " C` 0 "L eci Name s Nam Addr a ( Approved Correction Re- Insp'n Fee Phone # b 1 1 For Inspector:S1 2T Q . ) ) Name & Date �0 NI 1A OAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Curv-A -Tech Corporation 930 W. 23 Street Hialeah ,FL 33010 The expense of such testing will be incurred by the manufacturer. ACCEPT..NCE NO.: 01- 1023.02 EXPIRES: .11/12/2006 APPROVED. 01124,2002 YII.AMI -DAD E COLNT\,". FLORIDA \lE TRO -D.ADE FL -.GLER BLILDING BUILDING CODE COMPLIANCE OFFICE v[ETRO -DADE FLa,CLER BUILDING 110 'rVESi FLA.GLc.R STREET. SUIT 1603 MLANIL FLORIDA 33 130 -1563 ( 3 -2901 FAX (305) 375 - 2903 CONTRACTOR LICENSING SECTION (305) 37 _ - 2527 FAX ( CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2903 PRODUCT CONTROL DIVISION (305)375-2902 FAX (305)372-S339 Your application for: Notice of Acceptance (NOA) of: Series 300 (S.T.D.) Aluminum Single Hung Window under Chapter 3 of the.Code of Miami -Dade County Jover:.ing the use of Alternate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by ,_i-ie Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NO shall not be valid after the expiration date stated. below. BCCO reserves the right to secure this product or material- at any time from a jobsite or manufacturer's plant for euaiiry control testing. If his product or material fails to perform in the approved manner. BCCO may revoke. modify, or suspend �rhe use of such product or material immediately. BCCO reserves the right to revoke-this approval. if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. - Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL, PAGES FOR SPECIFIC AND GENERAL CONDITIONS BLTLDE G CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been revie•ved by the 1. BCCO and 'by t!1 Building.. _ approved � � e atAild.i. Code and Product Review Comm:nee to be used in Mar i -Dade. ounC✓, 1 a , forth above. T Cr :C� under :he conditions set Francisco 1. Quintana. R... . D i rec:c r Miami -Dace Count. ButtclnliT .._Joe C.:Iriullance.. Oriel. IsO4 SCC 01 ' , oc_00011c °moiacas ncccn ac:epcanc_ :cw? r Da ; =.dcc Internet mail address: postmaster 'icbungcodeonline. ,.• ildi � Homep. a�_. http:. •. �• .sv.huiWin- *�•oceunline..:orn Curve -A -Tech Corporation ACCEPTANCE No.: 01- 1023.02 APPROVED: January 24, 2002 E`PIRES: November 12. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acce;,tarc., 1 ° (NOA) No. 98 - 0513.06, which was issued on November 12, 1998. It renews the approval of a single hung aluminum window,as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami- . Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23 ;do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "300" :aluminum Single Hung Window and its components shall be consziucted in suict.compliance with the following document: Drawing No W98 - 25, Sheets 1 through 5 of 5, titled "S -300 Aluminum Single Hung Window," prepared by Al Farooq Corporation, dated 3/25/98 and revised on 10/15/01, signed and sealed by Humavoun Farooq P.E., bearing the Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade Count Product Control Division. Tais document shall hereinafter be referred to as the approved drawings. 3. LLIfIITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. - li ST ALLATION 4.1 The aluminum single hung window and its components•shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will reauire a hurricane protection system. 5 • LABELLNG 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ". 6. BLTLDE iG PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodrig ez, Chien Product Control_Division Cur-te -A -Tech Corporation ACCEPTANCE No.: 0 1- 1033.03 APPROVED: January 24. 2003 EXPIRES: November 1:. 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been hied and the original submitted documentation, including - -, no older than eight rest supporting data ear Q ' (8) years. _ =- nee::• documents, are 2 . Any and all approved products shall be permanently labeled and the following statement: "tiL with the manufacturer s name, cirri, state, ami -Dade County Product Control Approved ", or as specificaIly stated in the specific conditions of this Acceptance 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code product. and the product is not in compliance with the code changes; the exaltation of this b) The product is no longer the same product (identical) as the one originally ' ( � r = ..hall I approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who or Finally re area .� P P signd and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. .=any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for tertnination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) unsatisfactory performance of this product or process. b) Misuse of this acceptance as an endorsement of any product, for safes, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade Count --, Florida. and followed by the expiration date may be displayed in advertising literature. It any i then it shall done portion of the Notice of Acceptance is displayed, hen :t s._�.11 be ,.one in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection.at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1. 2 and this last page 3. END OF THIS ACCEPTANCE 3 Raul Rodriguez. Chief Product Control Division DAY LIGHT OPG. DLlENSIONS 1/1 WDW. VIND'C\' - EIGHTS D. L. (OPENINGS c5' 9 -3/4' 38 -3/9' 15- 15/16' 50 -5/9' 22 - 56' 24 -3/4' 53. 29-1/4' 74-1 33 -7/9' DAY LIGHT OPG. DBE.NSIONS 1/1 WDW. WtNDCW 'WIDTHS D. L. CPI =NINES 19 -1/8' 1 4 -1/9' 25 -1/2' 21 -1 / 37' 32' 53 -1/9 48 -1/9 ALSE MUNTINS (SURFAC APP! 'ED) MAY 3E USED ;- FS lu 1 I� t ap a ti d a 0 53 1/3 WINCCW WIC T rt 4.3 1/3" C.L CPC. (FIXED) u 11 11 ;f II II II II t - : - r' - - - -- tdLASS TYPE; SE= CHARTSI 11 11 L II II 11 II 48 1/8" O.L. OPG. (VENT, 50 1/4" VENT 'NI C11-4 TYPICAL ELEVATION 1 OVER 1 TESTED UNIT 4" MAX. T YR. HEAD /SILL FALSE MUNTINS (SURFACE APPL MD) MAY 3E USED CENTER ANC4CR AT HEAD S. SILL REQUIRE) ON \IDYLS GREATER. THAN 30' ONLY t DAY LIGHT OPG. DDOI SIGNS TRUE COLONIAL WDW. D.L. OPENING MAX. WIDTH = 11' D.L. OPENING MAX. HEIGHT = 13- 7/16" 5.3 1 /A" 'NIN ' NICTIi s8 1/ 0.L CPG. CCW (F'iXEv) Il Ii I I 11 II II / '7, IGL_ASS TYPE', 1q C.HART1 IIr I I II I1 I I 11 11 11 11 11 48 1/9" O.L CPG. (VENT) 50 1/L VENT WIDTH TYPIC,.L ELEVAT1ON, 1 OVE? 1 TESTED UNIT ( 4" MAX. Ty P. HEAD/SILL - 7 CENTER ANCHOR AT HEAD E. SILL RE".UIRED CN WIDTHS GREATER THAN 30' ONLY ' Elgr. - UMAYCUN F;RCCC STP.UCTURE.S P-A. PE � 165°,7 OCT 1 6 2001 TRUE MUNT:NS C I C M 7.c 1/3" WINCCW WIC T r. I DS3r4NN. GLaiSS II 11" 0.L CPC. 50 1/4." VENT 'NI D4 ACT RESISTANT SEMITERS TYPICAL E1 ='/A 1"; QN TRUE COLONIAL TESTED UNIT WINDOWS SEALL BE ?ROT?CTE'D BY DADE COL APPROVED PRODUCT RENEWED Accy'. -4Icz No. 0/ -'70 Z; . 0 Z / ?R(.) CONTROL Or/?S/CN BL'II.^[NC CODE COMPLIANCE OFT.C= EL D2AaT•O, 1 0,71' 'cv'L " 2 2 ti— i 4. MA P. HERO /SILL NCI= THIS STRUCTURE IS CI ESiGNED AS PER T1-4E SCUTrf -'_CRIDA 3UIL3INC CCCE 1994 _CITICN FCR DACE CCUN T .'. At.SC ?CR WINO L CACS AS PER ASCEE 7 USING CCRRESP CNCING LCACS. 2 WCCD 3UCXS 3Y DTHERS. MUST 3E ANCHCRED PRC ?ER.LY TO TRANSFER. LCAOS TO THE STRUCTURE. 3. ANCRCRS SHALL 3E AS L'S EO. SPACED AS SHCWN CN DETAILS. ANCHCR E*ABECMENT TO 3ASE MATERIAL SHAL_ 3E 3E'CNC 'NALL DRESSING CR STUCCO. r ,• I II • cut 9 mj o; LrawInq no. I W98 -25 sneer 1 ar : WINDOW DIMS. 19 -1/9' 25 -1/3' 37' 53-1/3 19 -1/3' 25 -1/•' 37' 53 -1/9 19 -1/8' 25 -1/2 37' 53-1/9 19 -1/9' 25 -S /3' 37' 53 -1/9 19 -1/3' 25 -1/3' 37' 53-1/9 19 -1/9' 25 - 37' 53 -1/9 ANC-CRS/4M3 25' 38 -3/9' 50 -5/9' 56' 63' 7 - /4 ' NUMBER OF 5 5 6 6 5 8 8 8 4 1 4 4 6 5 5 6 6 6 1 8 3ASZD CN 71-1962 DAT3,D 3- 1'3 -58 TEST SIZE = 53-1/3" X 33" (1 OVER 1) I EST L CACS = =30.0 -30.0 PSF DESIGN _OACS = + -10.0 PSF W A 7 ,, W r::L7RAT CN TES T = 8.3 PSF TESTED GLASS = 0S2- 4NNEML_ SEP.IZS -300 ALIMINL;M SINGLE HUNG WINDOW DESIGN LOAD CAPACITY - PSF 1 OVER 1 DSB - ANNEALED GLASS =XT, (-) 53.3 55.3 53.3 33.3 35.3 55.3 53.3 44,3 55.3 5 1 35.3 33.1 53.3 53.3 32.3 34.2 55.3 55.3 63.1 47.5 47.5 32.4 32.4 C 0 MP.ARATIVE ANALYSIS CHART ENT. C -) 78.0 79.0 78.0 77.7 78.0 73.0 61.5 44.3 79.0 75.3 57.3 33.: 73.0 59.9 52.3 1 OVER 1 3/16" -.ANNEALED GLASS EXT. C - 33.3 55.3 35.3 3. 55.3 55.3 55.3 55.3 55. 53.3 55.3 35.3 . 33.3 55.3 34.2 5 :.3 78.0 55.3 55.3 50.9 - 1 CC . 1 33.3 47.9 3ASED ON , 7' -195 DATED 2- TEST SIZE = 53-1/8" X 7 1 / (1 T33I LCAOS = +.75.0. -75.0 PSF DESIGN LCACS = .30.O. -50.0 PSF WATER INFILTRATION i ST = 8.3 PSF T I =D GUSS = v i oNNE�L 57.3 125.0 OVER ; ) INT. (-) 125.0 125.0 125.0 105.3 125.0 125.0 122.0 75.3 125.0 125.0 92.5 62.6 125.0 123.5 8 106.9 76.2 30.9 125.0 90.0 56.7 47.9 1 OVER 1 1 /4 " -A NE- ..u.zD GL, 3 EXT. (4-) 5. 55.3 53.3 53.3 53.3 53.3 55.3 55.3 55.3 55.3 55.3 55.3 5..3 55.3 55.3 55.3 55.3 53.3 167.0 167.0 160.3 105.8 5:..3 83.5 50.0 30.0 INT. (-) 167.0 167.0 122.0 . 76.3 167.0 . 167.0 104.1 62.5 167.0 . 156.0 99.5 167.0 55.3 138.7 55.3 95.3 54.= 54.5 55 . 3 . - 167.0 127.4 TRUE COLONLU. DSB - NNE..4L3D GLASS EXT. ( -) INT. (-) 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 50.9 53.3 53.3 53.3 46.0 3ASED CN F 1„ -195d SSIZE QA,I �D 3-1I-g8 TEST = 53-1/8" X 53' (8 OVER 8) TEST II LCAOS = x'69.0, -6g.0 PSF DESIGN LOADS = #40.0. -46.0 PSF WAIC.P INFILTRATION - = 3.0 PSF I c.S ZD GLASS aNN � �=0 79.3 79.0 78.0 78.0 .78.0 79.0 78.0 70.7 78.0 78.0 78.0 55.4 • • 78.0 79.0 79.0 50.8 79.0 78.0 71.3. 46.0 E;gr. CR. - uMAYCUN ! .RCCC :C'L'R °u' S :0557 • � 4 s PRODUCT RENEWED .:. :2 ::Z.4.. -.CN DA:-.7/147S/4"... 07 6 3 Y � / ?40oicr CCN ; zGL crrrsrcN 3U1 DING CCDE 3 c Iy 1 C 1 0 • I I , n ' I 7 U 7 a • l_J � .- 'J dr:wir.g W98-251 I3 e 2 0 CI CI 3 C. 0 N TYPICAL AN ^'CRS SZZ __V. =CP SPACING C 7 /S' X 2 -3/4' CPS:N C L r ::AM PAD A7 i:ACH VET SLOT • r t C 1 -3 /A' X 3/16' VET_? SLOTS ----! , PRGM =AC:1 _ND e 4° ° rj x I X =: • ,. SLNGLE HUNG WINDOW 1 OVER 1. 4 ° . ; • j 1 3? CR 2 BY ' TYPICAL. ANCHORS NCCG 2ZZ - _ /. j SPAC:NC 'NCOO BUCKS NCI 2Y C:'RV -A- T ECH, MUST SUSTAIN LOADS IMPOSED EY GLAZING 5'y5 M ANC TRANSFER 1-1E`,i TO THE B UILDING STRUCTURE „ANCHORS: INTO 29Y wcco 3UC<S CR WCCC STRUCTURE 3/16" TAPCONS wr; 1 -3 /g" MIN. PnIETR.111CN INTO WC CO INTO 1B" WCCC SUCKS CR INTO MASCNRY 3/16" OIA. TAPCCNS WITH 1-1/4' MIN. DABED INTO MASONRY GLAZING 1d'�'TEOD: USE ACHEvE BEOCING COMPOUND CH 10 SEALANT NO. 0 51 -HM -270 CR EQUIVALENT COLOR TO MATCH GLASS & METAL FINISH SE_ALA T: FRAME CORNERS, FAME SILL INSiALLATCN SCREWS, VENT CCRNER SEAMS AND F1Xa MEi1NG RAIL AT END SEALSD WITH 'SCHNE= MCRE :EA0 SM 5504' SEALANT. CR EQUIVALENT 1 3Y OR 2 a? wcoo 3UCX "AL' i 3 VENT 'WIDTH TYP. GLASS 3IT 7. 3/9' = 3/16' & 1/4' CLASS _.. _ _.._ !/1.6' F CR OS3 CLASS II O.L. CPS. EXTEPIOP. V EZgr. R. :1UmAYCUN U2CC� 57RUCTUREs! �.i. ?E # 1 fivS7 OCT 1 200' ',WCCD 3UC:<S NCT 3Y CUR /- A- 11- :2H MUST SUSTAIN I IPCSZO LOADS PRODUCT RENEWED A.C: PT..Nc:.. c! -(CZ .6 Z E OrR. D T ' "n 3r 1/4' SHIM MAX. ,.. PAODLC.'CO TZCL SOLOING CODE CO L:.L .NCZ CF TCE • T`fPICAL ANC:CRS � SZ ^ a•/. AND CNAR7 ?CR SPAC:NC C � r I n � r M i a I i drawing no. I } • • : I � a l W98 25 (s .eet .. f 5 j 1 �(# PART i RgQD. DESCRIPTION REMARICS 1 C-3001 1 FRAME HEAD 5063 -75 (ALUM) _ C -3002 1 FRAME SILL 6063 -76 (ALUM) • C-3003 2 FRAME JAMS 6063 -75 (ALUM) C -3004 1 MUTING I ING RAIL 5063 -76 (ALUM) _ _C -3005 _ _ _ _. 1 SASH TOP RAIL 6063 -T6 (ALUM) C-3006 1 SASH BOTTOM RAIL 5063 -76 (ALUM) C -3007 2 SASH SIDE RAIL 6063 -75 (ALUM) - AS REOD. ASSEMBLY SCREVS * 8 X 1' P.H. PHILIPS CRS C -3085 4/ VENT FAC an= 2 -3/4' Fox ETAS 1 AT KOSPA..N NYLON C -3009 ` 2/ VENT SASH LATCH AT 6 -1/4' FROM ENDS 6063- T6(ALUM), V/ S.S. LEAF SPRING 3017-G AS ROD. FD'! SEAL PILE ULTRAFAB C -3011 AS ROD. WEATHER STRIP 3UL3 VINYL VIBORG - AS REOD. SILICONE SACK BEDDING CH 10 SEALANT CR EO ^UAL - AS ROD. ALUM GLAZING BEAD ROLL FORMED ALUM. - • 2 3LCCC & TACKLE BALANCE 5/9' 3CX. 3LANCE SYSTEMS CR EGUIV. 17 C -3010 AS ROD. KR= MUNTIN 6063 -76 (ALUM) 18 C -3014 AS ROD. VERT. MUNTIN 6063-TS (ALUM) i TYPICAL ANCHORS SEE ELEV. FOR SPACING ^ 1 L JI 1 1 17) 7/8' X 2-3/4' OPEN CELL FOAM PAD 47 EACH VEZP SLOT 1 -3/4' X 3/16' VEEP SLOTS AT 2 -1/2' FROM EACH END 13 4 11 • • 4 TYPICAL. ANCHORS SEc ELZV. FOR SPACING SINGLE HUNG IT= OW TRUE COLONIAL 1 3Y OR 2 3Y wcoo SUCK "1 9Y OR 2 3Y WOOD BUCK i 0.L_ OPC, 7 1 11 OCT 1 6 2001 VENT VIDTH TYP. GLASS 3I1 3/9' FOR 3/16' & 1/4' GLASS 5/16' FOR DS3 GLASS EXTERIOR WINDOW VIDTH E.gr. OR. HUMAYCUN FARCCQ STRUCTURES M.A. PE 11 16557 WOOD 3UCKS NOT 3Y CURV- A -TECH MUST a:S T AIN IMPOSED LOADS _ 1 � 1 I \ IF7 1 1 2 O.L.. CPC. 1/4' SHIM MAX. Q 4 PRODUCT RENEWED ACCEPTANCE No. CH I 0L ^ >.6 Z.. Ex:ERAT10N DAT7 A.Icv.0" 5Cr le, 2 poi BY PRODUCT CONTROL OL DIVISION BUILDING CODE COa•t?TJANCC OFFICE . TYPICAL ANCHORS 4 -Sc= ELEV. AND CHART F rR S?ACING 0• 0 0 Z 3 { (.3 { z � 5 z N z 0 0 N IQ I Z L 0 I Q 0 W ~ Q CV c O C7 = a i a a n 0 a l a •_ �= ti J 1 I 1 c C T � u � I L Y i crowing na-} 1 W98 -25/ ;nee; G of 5 i FAX. (305) 889-9969 VE911{1F_IGI IT u+ (L ul 0 (11 1 0 !u U m N &0 IU -_ - -. n O cr F1 N (2, \ ij tr1 du1o: Q'5- 25 - -98 1 .culo: I/2" - 1" 1 [dc. . by: lladlo j N 0+ I evulons: n note n Ti C z z by -, lJ 4 'o 0 L+ A o Oi01 C z z J 0 0' N (0 m N m a) U O j o O T 11 o+ n 0� d (.3 (U CS -300 ALUMINUM SINGLE HUNG WINDOW description____ __ CURV —A —TECH CORPORATION 930 W. 23rd STREET HIALEAH FL 33010 1E1..(305) 888 -9631 FAX.(305) 888 -9969 0( N N a — 0 o+0 o , rn Io _1 AI,— FAROOQ CORPORATION ENGINEERS, PLANNERS Qc PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 SIIOPOWG\W98 -25CC 0 r, 03 L+ 1,1 0 0 U lu U 3 1 MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. CONTRACTOR LICENSING SECTION 7030 N.W. 37 Court (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 4000 Circle Top Aluminum Fixed Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0520.02 Expires:08 /14/2002 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/29/1999 1 of Internet mail address: postmasters ,huildingcodeonline.com rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Offi Homepat;e: http: / /www.huildint;codeonline.com r Lawson Industries, Inc. 2 of 3 ACCEPTANCE No.: 99-0520.02 APPROVED JUL 2 9 1999 EXPIRES August 14, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1021.01, which was issued on February 27, 1997. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4000 Circle Top Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W96 -22, titled "S -4000 Circle Top Alum. Fixed Window," prepared by Al- Farooq Corporation, dated July 2, 1996, revised on May 7, 1996, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS • 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu Perez, P.E., Product Ccmtt of Examiner Prod Control Division Lawson Industries, Inc. 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. w END OF THIS ACCEPTANCE 3 of ACCEPTANCE No.: 99- 0520.02 APPROVED JUL 2 9 1999 EXPIRES August 14, 2002 Id/ Manu 1 Perez, P.E., Product Co .nt.ol Examiner Product Control Division DESIGN LOAD CAPACITY - PSF WINDOW DIMS. S.M.S. OR TAPCONS WIDTH HEIGHT EXT. (+) INT. ( - ) 37' 18-1/2" 93.3 197.2 48' 24' 93.3 152.0 53 -1/8' 26 -9/16" 93.3 137.3 60" 30' 93.3 121.6 74" 37" 93.3 98.6 84" 42" 86.9 86.9 96' 48' 76.0 76.0 106 -1/4' 53 -1/8" 68.7 68.7 6' MAX. TYP. AT CORNERS CLEAR ADHESIVE BEDDING COMPOUND 3/8" ANN. GLASS io • GLASS OPTIONS TYPICAL ELEVATION GLAZING CHANNEL ADHERED TO FRAME GLAZING CHANNEL ADHERED TO FRAME wfTH CLEAR ADHESIVE BEDDING COMPOUND WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND 1/4' TEMP. GLASS • m Engr. OR. HUMAYOM FARCOO STRUM TURE:i FLA. PE y 10557 .905 j - .062 TYP. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS IRE 6063 -T5 1 .s1D r .- -IF --.062 TYP. GI A7ING CHANNFI 6063 -T5 NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLOF IDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS _ AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING WITH THE SOUTH ORIOA BUILDING CODE DAT 9c0- BY PRODU' .k1I0i DIV:S:ON (_ BUILDING CODE COMPLIANCE OrTICE ACCEPTANCE NO T\ - D c 0 1 1- (n w o U M ZN7 OZ '^ 3 ° 2 0 C U .0 u 0 0 cc 5 X 0 • z 0 a m a 0 0 N s 1 drawing no. W96 -22 ( sheet 1 of 2 4 . • 1 1 11 1 11 '1111 O 1/2' WEEP NOTCH AT EACH END • •a , ,3116' X 2-1/4' TAPCONS_ SEE ELEVS. FOR SPACING N 10 S.M.S. INTO WOOD V/ 3/4' MIN. EMBEDMENT OR 3/16' X 2 -1 /4' TAPCONS SEE ELEVS. FOR SPACING • 1BY OR 2BY WOOD BUCKS N 10 S.M.S. INTO WOOD V/ 3/4' MIN. EMBEDMENT OR 3/16' X 2 -1/4' TAPCONS SEE ELEVS. FOR SPACING wuvU bUh.na NUI 01 L, )h.,:” uvt.., Mwl I s LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT; FRAME CORNERS. PERIMETER OF GLAZING BEAD AND INSTALLATION SCREWS SEALED WITH CLEAR OR ALUMINUM COLORED SEALANT. 4 1BY OR 28Y W000 BUCK N 10 S.M.S. 2 15' O.C. SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE 8 Engr. DR. HUl1AY011N )7R0O0 :,'T'aueruRLs rut- PE 1 18557 X 1' SMS - L I FRAME CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1 E�u1"G3 BY PROCUCrf.OXT00l DIVISNJN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 11 -OC1p .O'L Z n U b Z W 1 o 0 b N 1 - a 0 n o d a. C4 1 CD In U 8 or m Q C o 9 CC vi ro o ^ .c4=. W W 1 api a6:1 0 z 0 w 0 0 U U 0 0 0 N C N . N N m 0 U a O 0 k drawing no. W96 -22 sneet 2 of 2_) CONTRACTOR �� fiC Name f l p l02 l 11 ar,A) � ?vc ►O� / iJ L�a17 License No. C 6- 0 5..g 95, / Address e--(6, ( ,L , ct) 5 W /�r A? FE_ .: Fax Teleph� 95 Fax Qualifier c ,7 et(o A A.8 ROPERTY OW New Construction e � N � E ( R Mks s 4Q �WS / /� t7 c 2 e- rA- Address Alteration Exterior 777/ A''/ -` ®2ia. Home Telephone Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APP! (CATION obAddress: 5 /lV- SI Apt. City State (. Folio Number Description of Work GO/O 06&i1 S, /2)-3-7 PA -ALe5• Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property 4 414trelif Work ego , co Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. PERMIT APPLICATION Zip ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ST OF FLORID , COUNTY OF MIAMI -DADE Signa re of Owner Signature of Notary Public - State of Florida SEAL: STATE OF FLORIDA Signature of Contractor / Quail ier i SEAL: U,ii4a X09 3 Print Name Print Name � Sworn to and subscribed before me this day of S and subscribed before me this day of 2- -e PERMIT APPLICATION TY OF MIAMI -DADE blic - State oorida ,$a Angela M Badger My Commission DD15004$ Or Expires November 15, 2006 Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official 2Z Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ') $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) (X q..ftt. = x/ 1000 PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ J-C 0 U ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVA L Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYI'F Minimum Fee QTY' TypI Dryer ()Ty. TYPl. Outlet, Appliance QTY. 'I'YPI Service Repair QT1 A/C Central 1 -3 Ton Cooling Tower Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Paint Booth Fire Pump Ventilation, Cost Outlet, Switch Air Handler, Tons Signs Ductwork, Cost of A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) Process/Pressure Piping A/C Central 16 -20 Ton Fixture Light Bath Fan - Vented, # Parking Lot Lights Fireplaces, Number of Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph.. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL 'I' I F Minimum Fee QTY TYPE Condensate Drain QTY. TYPI Generator QTY TYPE Refrigeration, Tons QTY A/C Central, Tons Bath Tub Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Filter Replace Ventilation, Cost Pool Piping Air Handler, Tons Sprinkler Repair Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Water Gas - Appliance Bath Fan - Vented, # Pump, Domestic Fireplaces, Number of Pressure Vessel Cap - Sewer PLUMBING TYPE A/C Condensate ()Ty. TYPE Drains, Roof Q'I'Y. TYPE Miscellaneous Fixture ()Ty. 'fY'PE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -215 Printed: 2/7/2003 Applicant: LUCRECIA Owner: ADAMS JOB ADDRESS: 520 NE 92 Contractor PRIORITY CONSTRUCTION MANAGEMENT tractor's Address: 4631 NW 5 ST Local Phone: Parcel # 1132060141190 ICS \ - Permit Status: Approved Permit Expiration: 8/6/2003 Work: WINDOWS STORM PANES If there is no permit narkann • I.-1 _ — _ .. nl. S rc bock drla IF; i- e, -han red dorum 1_ - - PRIORITY CONSTRUCTION MANAGEMENT, INC. 4631 N.W. 5TH ST. 71 -01,T12776 MIAMI, FL 33126 TO PAY THE kkk Y \ l 30VLe IA v� ORDER OF V 11 BANK 6 1000 BRICKELL AVENUE MIAMI, FLORIDA 33131 � FOR S e' - 0 2 s( Cates. 11 1:0660LL3921: 0505L63.9L611 °05 .- .t'.t it •.•••••r..'��r1�iCL3RdS1Sr_ Building Permit ADAMS LUCRECIA ST Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 4 & 5 Fees: Description FEE2003 -836 Building Fee FEE2003 -837 Notary Fee Total Fees: Amount $70.00 $5.00 $75.00 Total Fees: $75.00 Total Receipts: $0.00 Construction Value: $4,000.00 DATE Is (35 Od DOLLARS 8 3191 - a 31'ffiiJ = LS t3- 63- 1139/660 05 BLK 58 LOT SIZE 100.000 X :e- inspection ation herefor in strict compliance with all cations that may have been submitted to or if the plans are changed without 1nsibility for a thorough knowledge of the at he assumes responsibility for work done pertaining thereto and in strict conformity ;ponisibility for all work done by either AWNING Y, INC MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21st Century 6865 N.W. 36th Avenue • Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 www hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: February 5, 2003 Municipality: MIAMI DADE Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: Product Approval: 0.0312 Galvanized Steel Storm Panels Shut' )r 02- 0627.01 This letter authorizes Priority Construction to use the above mentioned product at the following job: 520 NE 92 ST North Miami, FI, Hurst Awning Company, Inc. Frank S. Cornelius or ,Pdtagaly Garmendia President / Executive Vice President 1: This form must accompany the application for building permit and shall become part of the permit documents. 2: The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MI 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36 Avenue Miami, Florida 33147 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 Miami 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0312" (min) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0627.01 Expiration Date: 08/30/2007 Approval Date: 08/30/2002 Page I 2.00" PRODUCT MARKING ___LOCATION VJ. KNEZEVICH IfOEESSIO . GINEEII K livens 0010111 uG 02 '750" 2.00" .1.50", 12.50" COVERAGE 14.875" GALVANIZED STEEL )STORM PANEL SCALE: 3" - 1'.- 0" = .0312" MIN. 25 GENERAL NOTES: I. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOAI BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. 2. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT 1. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 1. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY. THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS -QNLlS OPTION "13" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: HURST AWNING CO.. INC. MIAMI • FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED I. STORM PANELS BE GALVANIZED STEEL CONFORMING TO A.S.T.M. A653 SQ. GRADE 80 G = 90 GALVANIZED COATING AND WITH THE FOLLOWING BARE METAL AND GALVANIZED THICKNESSES. AND MECHANICAL PROPERTIES: 0.0297" MIN. BARE METAL THICKNESS (B.M.T.) WITH A MIN. Fy= 80.0 KSI 0.0312" MIN. THICKNESS (AFTER GALVANIZING) ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. TOP 8. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 11,1.25' = .0312" MIN.1.50 , 6.25" COVERAGE 8.75" ONE HALF PANEL PER OPENING - MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STEEL O HALF STORM PANEL 2 SCALE: 3" = /' - 0" .375•• R 0 N r- "U" HEADER 6 SCALE: 3" = V - 0" 1.625" .740" 2.• .05" .625"0 (1/16 GALVANIZED STEEL) KEYHOLE WASHER (OPTIONAL) SCALE : HALF SIZE .315" R I I F: 1 .375 , . 066 0" 1 190•• TYP. .120" SLIDE C -TRACK 1 U (FINISH) SCALE : HALF SIZE .750" .313 "� 890" 1 O i .090" ---� Y M� 700' O C -TRAC K SCALE HALF SIZE STUDDED STRAP (SLIDER) SCALE HALF SIZE 1/4 -20 STUD x 3/4" LONG (a�12" OR 2.5" .O O .C. 1 TYP. .380" 195 275" in .665'" 095 • TYP. 14 2" x 2" x 0.05" TUBE F -TRACK 5 SCALE : HALF SIZE SCALE: 3" = 1' - 0" • ••• .. • • • • • • • ••• • • • • • • • • 0 :• e- • • • • • .0$011• • .1 : • 25 1; ;: •• . • • • • • . • • •• • (ZAMAC 3 ALLOY) O WASHERED WINGNUT SCALE : HALF SIZE 0 O N O C -TRACK (FINISH) SCALE :HALF SIZE ( ANGLE SCALE: 3" = 1' - 0" • • • .125" TYP. 1.00" MIN.], 5.00" MAX. • .3 •• • • • .215" • 1 E -TRACK SCALE: 3" =1• -0" f 2.25:0" •• • " • .063 i • • • ' • • •o • In v1 I 096" ••• ••IV • • . • • m • N 750" I.D. .630" O.D. ••• •• O O N 067" 12.000"I ® "h" HEADER SCALE: 3" = V - 0" 0 N 375'• O SLIDE C -TRACK SCALE HALF SIZE 1/4" -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE 12.0" OR 12.5" O.C. STUD DIRECTION MAY 625" BE REVERSED) .125" TYP. j, 2.00" j. 7 3 STUD ANGLE SCALE: 3•• = 1' - 0•• 3.375" 3.00" 4 -� t 090" (TYP_ 375'• 1 7 BUILD -OUT F -TRACK SCALE : HALF SIZE Approved Ia complying with the Florida BoWigg Cod Date OR /3 0'Loo'L- MOAN o 9-- n G 1-7 Miami Dille Product Control By L al. 06/25/2002) ar. by ( IICR ( .c.l. O1 A.S HT[D (Aa.•0n by 1 .d by� Il 1Ar t "/K L nr awing no 02 -267 sheet 1 of 6 O t— ar W U- 11/ LL x re E J O PANEL ELEVATION SCALE: 1/4" = 1' - 0" ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125 " MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. O BUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1/4 -20 S.S. BOLT & WINGNUT ® 24" O.C. (TYP.) 20 GAGE GALV. STEEL BENT PLATE OR 2" x x .125" ALUM. ANGLE (6063 -T6 ALLOY) MAX O CORNER CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" /4 -20 S.S. BOLT WINGNUT >l Y4" 13.C. (TYP TYPICAL SECTIONS WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) PLAN VIEW MINIMUM SHUTTER OVERLAP SHALL BE 1.5 TIMES BUILD OUT DISTANCE 1/4" MAX. 1" OVERLAP .BUILD OUT DISTANCE 0 w w EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) 1" OVERLAP O CORNER CLOSURE DETAIL SCALE 1 -1/2" = 1' - 0" FASTENER (ol. 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) EXISTING GLAZING / (375' N TYP. TOP AND BOTTOM ;3L25 "0 ;EXIST-144G •CONCRETE. HOLLOW BLOCK OR 4" WOOD FRAMING MAX (TYP TOP & BOT TOM) 1 .625"0 ' N W DTH UNL MITED _ (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS z E EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYPICAL) EMBED. NOTE: FOR DIRECT MOUNT APPLICATION ONLY. O ROUND PANEL ELEVATION SCALE: 1/4" = 1' - 0" FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (7a 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O TRAP MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING O WALL MOUNT SECTION SCALE. 3" = 1' - 0'. 3" MA —1/4" MAX. ---- -1/4" MAX. 0 PLAN VIEW • ••• • • ••• . • •• •• TYPICAL • . ••• • • • �'..•. j4 1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. 1/4" MAX. • • • • • • • ••• •• :t- cc •• • • • • :� • to • • • • ••• • • • • • • ~' • • • • 1/4" MAX. WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) ® MITER PANEL ELEVATION SCALE: 1/4" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. Approved a cow plying with the Florida Bold 1Cud Date 0 2002, : o NOAH Mud 014. Prodthd Control O WALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0'" • 0 11 VJ. KNEZEVICH r•O*ESSlONAl NEEH R. lk•hw No• 10!17 11 II! B :u11iii [dal. 06/25/20021 ( .t•i• AS Norm 1 sign by 1 'AP °ra.1n by l HCR ! th•t4•° by) V 1K L gr•.anq n o2-267 - 1 s►ieet 2 of 6 5 EXIS TING GLAZING c TAKE ? EXISTING GLAZING SEE TABLE 2- lu EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD ± 73 PSF) O "PASS THRU" DETAIL K SCALE: 3 " - 0" MB. E4CISTING, CONCRETF HOLLOW BLOCK OR WOOD FRAMING (TYP TOP & BO r TOM) 3/4" PLYWOOD 7" x 4" x 1 /8" CONT. :LUM. TUBE (6063 - T6) 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW (al 6" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW p 12" 0.C_ W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1 /2 "cb THRU BOLT W/ LOCKNUT (l0 6" O.C. 1/4"0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC_ OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW [al 20" 0.C. W/ 1 -1/2" MIN. EMB. IN W000• WOOD SHALL BE OF SPECIFIC • .GRA Y • ":6 OF ASS OR GREAT E R - 1©2 " x 2" x 1/8" CONT. ALUM. ANGLE (6063 -T6 ALLOY) C5 CONNECTIO TYPE WITH PIECE LEG OUT C1 CONNECTIO TYPE WITH PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. to It r0 E J O F" TRACK/DIRECT MOUNT SECTION N SCALE. 3" = 1' - 0"' EXISTING EONCRE - -`- FTDtCTIW Bt'LR' D t WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING FASTENER CO 6" O.C. OR 6 -1/4" O.C. OR Cal 12" OR 12-1/2" 0.C. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE - MO.VAAL E- AA1Cl1aitS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT CS CONNECTIO TYPE WITH PIECE LEG OUT C1 CONNECTIO TYPE WITH PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX SPACING MAX. 1/8" TILE FINISH MATERIAL EXISTING GLAZING SEE TABLE 2 O BUILD -OUT MOUNT SECTION SCALE: 3"' = 1' - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 MA X. 4 CONNECTION TYPE m 1 1 REFERENCE ANCHOR SCI FOR MAX SPACING O CEILING / FLOOR MOUNT SECTION SCALE. 3" = 1' - 0" (OPTIONAL) #14 x 3/4" TEK SCREW CO 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT Cal 16 O.C. (TYP. TOP & BOTTOM) 1/4" MAX. 1/4" MAX. - EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP 8. BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) • • ••• • •' • ••• • • • • i• • • I • •__ • __ • __.__ - ,c _ k •3C NNECTION TYPE REFS ENNCCE ANCHOR SCHEDULE FOR MAX. SI;Q iNG ••• • • 142". • • • SEE TABLE 2 O FINISH TRACK / PRE - STUCCO TRACK SCALE 3' = 1' - 0" O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1414 x 3/4" TEK SCREW Cal 16'• 0.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT Cal 16" O.C. 1/4" MAX. Approved as complying with the Florida Bukl . • Cod Zoo Date O i • NOAH 0 - o Miami Dads rrodorl Control DIvl1M By 1, W Q V 0 N 4 V z u 0 0 0 CL 11J JD W NQ um. H ce 0 VJ. KNEZEVICH PROFESSIONAL ENGINEEN FL Manse N • • 109113 d 06/2S/2002i (A a a. Or ••. b S HOYF w r1C, [O: sign br .h.[1..d b CAP J L _ _ 'JP( dr ...•nq no 02-267 sheet 3 of 6 0' N N 0 rn n ID N r N 0 0 0 U 0' c a U3 3 O 0 O 0 i N 0 0 N 0 O M 0 CU 0 0 PUNCH 3/8" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TYP. EXISTING GLAZING -- PM NUT (TYP.) 1 -1/2" x 1 -1/2" NOTCHES (TYP. BOTH SIDES) 08/30/02 12: 411 Rl r 11 x A E -J MAX. DESIGN LOAD = 47.9 P.S.F. O CEILING MOUNT SECTION SCALE: 3" = 1' - 0" 5" LONG HANDLE RIVETED TO PANEL EXIS LING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4"0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER (x124" O.C. MAX -1/4" MAX. EXISTING GLAZING 1/4 -20 x r STAINLESS STEEL SIDEWALK BOLT (TYP.I NUT WASHER ON OUTSIDE FACE (TYP) FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT. STUDDED ANGLE ® OR WALL MOUNTED SLIDE C- TRACK ® OR (SEE DETAILS J, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAIL V NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL F OR AN _ORE 1AIL 1N1 .PA.NE S-Lt STAL €o F�RDH.4NSICE - REFERENCE DETAILS 3:'P R OR'5 FOR TOP MOUNTING CONDITIONS MAX. PANEL HEIGHT = 8' - 8" AND MAX. DESIGN LOAD = -±- 72.00 P.S.F. O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. THREE - 1/4"0 WOOD LAG SCREW W/ 2 -1/2" MIN. EMB._- 4N.LO.W000- MEMBER - - L� 14 U.C. r'IAX. x 1/4" x CONT. 6063 -T6 ALUM. PLATE tfl4x 3 /- 4 " SCREWS (al BETWEL TRUSSES EE TABLE 2 EXISTING GLAZING -- O CEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0'• r J w Z 0. 0_ O 1- In DETAIL Y X c0 E J J -J 4 RIO . C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE. SPACING HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUN O SLIDE TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" • •• • • • EXIS 11NGFTSCD ROOF - -- - -- -- — JOIST SHALL BE -- PERPENDICULAR TO THE PANEL FACE 00 1/4" MAX. 0 l AS NO1[O [design by l /A• 1 6 111111111 13 NUM VJ. XNEZEVICH PROFESSIONAL ENGINEER /i Lkau• Na 10983 „r v•. ►U�, i 2002 fda!• 06/25/2002) drawing no 02 -267 'J z 4 0 at 4 v N 0 0 _ O 4 1: (drawn O l HCR ch•cl.•d b l V /K 1 sheet of 6 EXISTING PLYWOOD SOFFIT ANO /OR STUCCO L7 0 z t7 z 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUTIGAL V ANIZED) EXISTING GLAZING w L7 0 w TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ TUDDED STR SEE DETAIL 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) 1- I 1/16" w MIN. o O 3/4" SLIDE TRACK ASSEMBLY(BLOw UP) 4J SCALE: HALF SIZE to z • 9/8". • • - • _ IyAX.• FINAL LOCATION" OF STUD • ••• •E I•I Bttl• • • • • • ; • • • • • •• • • • • • • •• • 1 • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOM) — 7'C2 CONNECTION TYPE ;fREFMENCE ANCHOR - :`SCHEDULE FOR MAX. ••• SPACING • • _1 • • • • • • • • • • • • � • • • •• • • ••• • SEE TABLE 2 �V O STUDED STRAP ASSEMBLY (ISOM RIC VIEW) SCALE. 3" = - 0 W J 1/4 MAX. N .0 0 t 1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE : 3" = 1' -0" Approved as complying wadi the Florida Bo ' C • e Date 6 B O 0 1 - NOM • — • f� Mlaml Dide Product Control Dlvhb By 1/4 -20 x 3/4" MACHINE SCREW STUD (al 12" O.C. OR 12.5" O.C. 1/4 -20 HEX HEAD NUT ANCHOR SCHEDULE FASTENER MAXIMUM•SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS'AND'SFANS =;___ . - Exist. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) _ _ _ MIN. 2' E DGE DISTANCE . ... . MIN. r EDGE DISTANCE - . SPANS UP TO S•-0• (SEE NOTE 1) SPANS UP TO 8' -7 (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) SPANS UP TO S -0" (SEE NOTE 1) SPANS UP TO 8. -7" (SEE NOTE 1) SPANS UP TO 12. -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 . W i' ILI Ce Z 0 / �- ' �1111111t111111111t1l111 \1> 1/4'01 BUILDER TAPCON W/ 1 - MIN. EMBEDMENT (MIN. 3,145 P . _ - CRETE) 3 5.3 16 16 16 16 16 16 16 13 11 16 16 16 10 8 16 16 16 16 16 16 16 16 16 11. 16 16 16 12 10 16 4 7.2 16 16 16 14 16 16 16 10 B 16 16 12 7 6 16 16 16 16 16 16 16 16 13 10 16 16 13 9 7 16 62.2 16 16 13 11 16 16 14 7 6.25 16 15 8. 6.25 5 15 16 16 16 14 16 16 16 10 8 16 16 10 8 6.25 16 72.0 16 16 11 9 16 15 9 6.25 5 15 15 8 5.25 5 15 16 16 15 12 16 16 10 8 7 16 16 10 8 6.25 16 122.0 16 9 )5.25 5 16 15 8 6.25 5 15 15 8 6.25 5 15 16 10 8 , • - ': .k 16 10 8 6.25 16 16 10 8 6.25 16 (1=0-0aVali> 1/4- ELCO M WI 1 MIN EMBEDMENT (MIN. 3,320 P.S.I. CONCRETE) 3 5.3 16 16 16 16 16 16 16 16 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 11. 11 16 4 7.2 16 16 16 16 16 16 16 11 9 16 16 11 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 14 10 8 16 6 2.2 16 16 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 16 11 8 16 16 10 9 7 16 72.0 16 16 13 10 16 14 8 7 6 14 11. 8 7 6 14 16 16 16 13 16 16 10 9 7 16 16 10 9 7 16 12 2.0 15 9 8 6.25 15 11. 8 7 6 14 11. 8 7 6 14 16 11 10 7 16 16 10 9 7 16 16 10 9 7 16 1l - W/ N T 3 5.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 16 16 ( 16 16 16 16 16 15 16 16 16 13 11 16 * 11.11111111t11111111� 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 15 10 8 16 1/4 " PANATE ELCELMO MAL FEHA -3 1 /4 MIN. EMBEDME - SCREW t-1 MI (MIN. 3,000 P.S.I. CONCRETE) 62.2 16 16 15 12 16 16 15 8 7 16 16 9 7 6 16 16 16 16 15 16 16 16 10 8 16 16 11 9 7 16 7 2.0 16 16 12 10 16 16 9 7 6 , 16 , 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 1 16 122.0 16 10 7 6.25 16 16 9 7 6 16 16 9 7 6 16 16 1Z 9 7 16 16 11 9 7 16 16 11 9 1 16 * 1/4 °m W / 7/B" 6 1/4 STEEL (MIN. 3,000 1111[U1 POWERS CALK EMBEDMENT -20 STAINLESS MACHINE SCREW P.S.I. CONCRETE) 3 5.3 16 16 16 16 16 16 16 11 10 [16 16 16 8 7 16 16 16 16 16 16 16 16 16 16 16 16 16 14 11 16 47.2 16 16 15 13 16 16 16 8 7 16 16 12 6.25 5 16 16 16 16 16 16 16 16 14 12 16 16 15 10 8 16 -IN 62.2 16 16 11 9 16 16 14 6.25 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16 11 9 7 16 72.0 16 16 10 8 16 16 9 5 4 16 16 9 5 4. 1S 16 16 16 13 16 16 11 9 7 16 16 11 9 7 16 122.0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 11 9 7 16 .16 11 9 7 16 3 5.3 16 16 16 16 16 16 16 16 16 16 16 16 15 12 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 1/4"0 ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 4 7.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 6 2.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 16 16 16 16 16 16 16 15 11 16 16 13 12 10 7 2.0 16 16 16 14 16 16 11 10 - 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 16 13 12 10 16 12 2.0 16 12 10 8 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 N 0 0 OB /30/02 12.52 O FaCTFNFR MAXIMUMSPIr1 - . ANCHOR TYPE B c000=1)- 1/4 - 0 K MIN. 1 -3/4" LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT .SHEAR PARALLEL OR PERPENDICULAR T O WOOD GRAIN • ti. �I►1111111111111: 1 /4"• ELCO MALE/ FEMALE "PANELMATE' W/ 1 -7/8 MIN. EMBEDMENT it 1/4 -20 MACHINE SCREW WITH NUT Algal 0 kt CSJ[ 4410I4 111RiD alV UQUSDESIGN. SPANS 26 14 16 l�• • • L oAcf (w) P.C.F. •AK. NOTE 1) •• • 35.3► 4�.2• •-6 2.2 46' 16 9 8 16 16 16 7 6.25 16 7 2.0 16 16 10 122.0 ' 1 :5 x. 25 3 5.3 16 16 16 9 5 16 62.2 16 47.2 16 7 2.0 16 122.0 16 MIN 3/4 EDGE DISTANCE SPANS TU. - ,S NS'UP TO !a.. • • •• 8 ._ 7 .. (SEENOITE 1) ', • (5EE NOTE 1) CONNECTION TYPE' CONNECTION TYPE • SEE NOTE 3) (SEE NOTE 3) C1 C2 ti c1.66 094 C2 C3 C4 C5 16 •16.16 1C •16 12 11 16 •` 1 • 1b 7 4:4.1 16 1 16 12 11 16 16 16 16 15 5 5 14 16 16 13 8 16 13 11 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 16 16 16 14 14 6 6 16 12 9 8 7 10 8 6.25 6.25 16 16 16 16 16 16 16 SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 9 8 16 16 16 6.25 6 16 16 14 6 5 16 16 16 16 16 16 16 16 14 14 16 16 14 14 14 6 6 11 8 7 7 7 5 10 7 6.25 6.25 6.25 16 . 16' 16 16 16 16 16 ANCHOR NOTES: 1. SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE IJMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OFD EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EMBEDMENT LENGTHS ANO EDGE DISTANCES SHALL BE AS NOTED AND SHALL NOT INCLUDE STUCCO OR OTHER WALL FINISHES. MINIMUM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE THREADED PORTION. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. F ASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE •'SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT) AND WITH OPTIONAL KEYHOLE WASHER FOR DIRECT MOUNT CONDITIONS. U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6". 6 -1/4 ". 12 OR 12 -1/2" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. Approved u complying wilh 1111 F krida Buldl Cod Date O ; 0 'L.0 01- NOA1 0 Mlunl Prodici Central • U o Z tat In ~ W ~ < _ 0 U 0 In N Q W W z •lf� „, LI W tV > w.• Z ]Z V m o M M 8 i88a" o fag 2 n sa N • N W O .3 • w � po S C a G S a 0 8 W Z 1u _ 7 tt rqi cc w W= W � , I- J v1 � N Q wa 1-2 0 1- bT f.c •I l AS HO TEOJ J z toi W - U 0 a .1 X V N W z 0 rt 0 O C 0 vs VJ. KNEZEVICH MOMS SIONA4 GINEER /FL Mani. 10113 • • o a o � n � ' A (d'1• 06/25/2002) l (dr•wn by 1 r1C R rd•.i9n l by �(ch•[k.d brl t IAP V 11( J 1 1.' In9 no 02 -267 sheet 5 of 0E3/30/2002 12: 52: 45pm GEKRAL REVISION GENERAL RE viSioN ANCHOR SCHEDULE FASTENEB.MAXIMUM SPAUNG (INCHES). REQUIRED FOR VARIOUS-DESIGN ANtfiPANt• •Duals •ism ANCHOR TYPE - LOAO IWI P.S.F. MAX. (SEE NOTE 1) MIN. 2• EDGE - MIN. 3• EDGE DISTANCE - SPANS UP TO S -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO - 5' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12 -0" (SEE NOTE 1) CONNECTION Cl SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS I HOLLOW CONCRETE BLOCK 7IIDIDIDD11111111111111111111111111:- 2 -3/4 35.3 16 16 11 8 16 10 10 6.25 5 10 7 7 4 3 7 16 16 14 10 16 12 12 8 6 12 8 8 5 4 8 4 7.2 13 13 8 6.25 13 8 8 5 3 8 5 4 3 ' 5 15 15 10 7 15 9 9 6 4 9 6.25 4 4 3 6.25 1/4 ITW BUILOEX W/ 1 - 1/4" MIN. EMBEDMENT MIN. EMBEDMENT - �_ 62.2 10 10 6.25 5 10 6 4 3 7 7 6 5 X 3 7 .� 11 11 8 6 11 5.25 5 4 3 6.25 5 3 - 4 4 B 7 / 6.25 - 5 5 12 72.0 9 9 5 1. 9 5 3 3 7 5 5 // 3 // 5 10 10 7 5 10 5 3 4 3 5 5 3 122.0 3 5.3 5 16 3 16 3 16 / l 12 S, 16 5/ 13 13 3 9 / 7 5 13 5 9 / 9 3 6.25 5 5 9 6 16 3 16 4 16 3 15 6 16 5 16 3 16 4- 12 j 8 16 L. -5 12 - 3 12 I� RDIDDDD\\\ \\ \ OMI:- 4 7 2 16 16 12 9 16 10 10 7 S 10 7 5 S 3 7 16 16 15 11 16 12 12 8 6.25 12 9 6.2%25 4 9 1/4' ELCo 62.2 13 13 9 7 13 7 6 5 4 7 5.25 3 4 3 5.25 16 16 11 8 16 9 7 5.25 5 9 8 4 5 4 8 MAXISET TAPCON W/ 1 - 1/4' MIN. EMBEDMENT 72.0 11 11 8 6 11 5.25 3 4 3 5.25.25 3 4 3 5.25 14 14 10 7 14 8 4 S 4 8 8 4 5 4 8 122.0 5.25 4 4 3 5.256.25 3 4 3 5.25.25 3 4 3 6.25 8 5 6 4 8 8 4 5 4 8 8 4 5 48 It a n O L U M M E > 3 5.3 16 16 16 13 16 16 16 9 7 16 14 14 6.25 5 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 * t!■ 1111111%U IMM 4 7.2 16 16 12 9 16 15 15 7 5 15 11 7 5 4 11 16 16 14 11 16 16 16 8 6.25 16 11 8 5 4 11 1r4'•0 ELCO MALE/ FEMALE "PANELMATE W/ 1 -1/4 MIN. EMBEDMENT L 1/4 - 20 MACHINE SCREW WITH NUT 62.2 16 16 9 7 16 11 9 5 4 11 9 5 4 3 9 16 16 10 8 16 12 9 6 4 12 10 5 5 4 10 7 2.0 16 16 7 6.25 16 10 5 4 3 10 9 5 4 3 9 16 16 9 7 16 10 6 5 4 10 10 S 5 4 10 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 3 9 10 6.25 5 4 10 10 5 5 4 10 10 5 5 4 10 * 1/4 1l 35.3 16 16 12 9 16 13 13 7 5 13 9 9 5 4 9 16 16 16 14 16 16 16 11 8 16 12 12 8 6 12 4 7.2 16 16 9 7 16 10 10 5 4. 10 7 5 3 3 7 16 16 14 11 16 12 12 8 5.25 12 9 6.25 6 4. 9 POWERS CALK - IN 62.2 13 13 7 5 13 7 6 4 3 7 5.25 3 3 j/ 25 16 16 11 8 16 9 7 5.2. 4 9 8 4 5 4 8 W/ 7/8 EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW 72.0 11 11 6 4 11 5.25 3 3 3 3 , // f 7 // .256.25 5.256.25 3 3 3 3 j / / 7/6.25 25 14 B 14 5 9 5 7 4 14 8 8 8 4 4 5 S 4 4 8 8 8 8 4 4 5 5 4 4 8 8 122.0 5.25 4 3 j 7 . 4.1.2.25 S6 .25 1/6" • ELCO CRETE FLEX EMBEDMENT . 35.3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 16 16 13 10 16 16 16 9 7 16 4 7.2 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 16 1 16 16 13 16 16 16 9 7 16 12 6 7 5 12 62.2 16 16 12 9 16 12 10 • 7 5 12 11 6.2516.25 4 11 16 16 13 10 16 13 10 7 5 13 11 6.256.25 5 11 72.0 16 16 11 8 16 11 .5.296.25 4 11 11 6.296.25 4 11 16 16 11 8 16 11 5.2 5 11 11 0.256.25 5 11 122.0 11 6.296.25 5 11 11 5.296.25 4 11 11 6.256.25 4 11 12 7 6.25 5 12 11 6.256.25 5 11 11 5 11 F Iw— Q m J W . • STORM • -MAX.- ALLOWABLE SPAN SCHEDULE ACTUAL SPAN (L) (FT - IN) COLUMN 1 PANEL IIIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 DESIGN SPAN 1 -1/4 8' -8" LOAD 1 -5/8 r . .� • OI/OWOZ rs • • (P.S.F.) (FT - IN) 6' -0" 2 -3/4 30.0 12 - 0 - 2 -3/4 1 =3/6 33.0 11 - 10 3 50.0 35.0 11 - 7 • 1 -3/8 " 40.0 11 - 3 -' 3 -3/8 . 40.7 11 - 2 6' -0" 2 -3/4 45.0 10 - 11 2 -3/4 2 -1 /8 50.0 10 - 5 2 -1/2 70.0 55.0 9 - 11 1 -3/8 8' -8" 59.3 9 - 7 8' -10" 3 -3/8 60.0 9 - 6 5•-0" 2 -3/4 62.0 9 - 4 2 -3/4 __ 1 -1/2 65.0 9 - 2 2 70.0 8 - 10 72.0 8 - 8 75.0 7 - 11 80.0 7 - 8 90.0 7 - 0 100.0 6 - 3 105.0 6 - 0 110.0 5 - 8 120.0 5 - 3 122.0 5 - 2 • t • N 0 0 N 0 n CO 0 N w 1-4 0 > a 0 1 10 N N Ol 1 CC w N 0 0 U Ol G � C tt Q N 0 V 0 0 U 0 0 u 08 30 02 12:57 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. 1 ••• • • • • • • • •. • • • • • • • • • ••• TABLE 2 NOTE: ••• • • -• •-••••� • �'-� • • • • • - - -- • -' - - .0- • • • . •- -_ • - - .. •. 0. • „, • ••• • : • • • • • • • • • • * • • •• .• • • TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD T DETERMINE MAX. PANEL LENGTH. POSITIVE LOAD LESS THAN OR EQUAL TO THE NEGATIVE LOAD A ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULAT VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATI MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD T DETERMINE MIN. STORM PANEL SEPARATION FRO GLASS. Approved am complying with the Florida Su •. C Date U + o 'L U ti NOAH Mkt Dade fro:a Cont - .o By dra..in9 no 02 -267 Lr z W < 0 4 ni S W z 0 0 0 • • s 0 CH INFER 10113 .cal. i dra..n by AS NOTEO nCR d..ign b 1 lA 06/25/2002 (ch.cl..d by 1 v ni L sheet 6 of 6 Print Information: MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W1 (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 IIIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0' 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 . _ 8' -8" - 2 -3/4 1 =3/6 1V -3" 3 -3/8 3 50.0 6' -0" 2 -3/4 • 1 -3/8 8' -8" 2 -3/4 2 10' -4" 3 -3/8 . 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1 /8 9' -6" 3 -3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 - 1/4 8' -10" 3 -3/8 2 -3/8 80.0 5•-0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 __ 1 -1/2 7. -8.. 2 -3/4 2 • t • N 0 0 N 0 n CO 0 N w 1-4 0 > a 0 1 10 N N Ol 1 CC w N 0 0 U Ol G � C tt Q N 0 V 0 0 U 0 0 u 08 30 02 12:57 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. 1 ••• • • • • • • • •. • • • • • • • • • ••• TABLE 2 NOTE: ••• • • -• •-••••� • �'-� • • • • • - - -- • -' - - .0- • • • . •- -_ • - - .. •. 0. • „, • ••• • : • • • • • • • • • • * • • •• .• • • TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD T DETERMINE MAX. PANEL LENGTH. POSITIVE LOAD LESS THAN OR EQUAL TO THE NEGATIVE LOAD A ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULAT VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATI MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD T DETERMINE MIN. STORM PANEL SEPARATION FRO GLASS. Approved am complying with the Florida Su •. C Date U + o 'L U ti NOAH Mkt Dade fro:a Cont - .o By dra..in9 no 02 -267 Lr z W < 0 4 ni S W z 0 0 0 • • s 0 CH INFER 10113 .cal. i dra..n by AS NOTEO nCR d..ign b 1 lA 06/25/2002 (ch.cl..d by 1 v ni L sheet 6 of 6 Print Information: r = E 0. O ai O N O O N O N 0 0 0 tT 0 4 0' U 0 N 0 co O TO N 0 0 O L N W U U 1- 1 j 9. 1n 0 0 0 0 Q 11. 0 12. 1(1 =.055I t2 =.076 HEADER -CLG. O MOUNTED 1 SCALE: HALF SIZE 05/10/02 15:21 0 0 u' m .048 N t3 } 3 993 4 478 °ADAPTER SLAT SCALE: HALF SIZE t2 .580 966 1.193 .052 2.420 .875 .483 .600 t2 t 1 = .055 t2 = .076 (3 = .097 ACE SHUTTER 1L SERVICES INC. HIAL AH GARDENS. FLOI{IDA MIAMI -DADE COUNTY PRODUCT APPROVED t1 t2 m P O . 4 t t1 O 2 HEADER -WALL MOUNTED SCALE: HALF SIZE 4 0 0 H 0 0 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -OADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98. A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL o AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBkITTED TO THE °o PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL n ; GRANTING HIS /HER APPROVAL. (3) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DAOE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION "B SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 33 K.S.I. U.O.N. POP RIVETS TO BE 3/16'0. 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 0 0.048 0.125 0.107 I t1 =.0551 (2 = .076 t3 =.125 ® BUILD.OLJT WALL HEADER SCALE: HALF SIZE 3.840 MAX. ' (2- o{ 2. 775 2. 586 1 391 1891 949 2 MIN.._ 5' MAX. ® ANGLE SCALE: HALF SIZE (OPTIONAL) 14 21 0.326 0.620 1.840 O LOCKING CLIP 1S SCALE: HALF SIZE 1.840 0.875 t x"0.483 N 1 N 91.522' 0.600 t ® cENTER MATE 1 SCALE: HALF SIZE 0 t2 o .211 0 .t I t1 = 055 I ' 2 = .076 1 rt t = .055 '2 = .076 13 = .097 s CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL II ASSEMBLY .320• I MOLE •� NYLON WHEEL PL RIV ETED IN .058 1 TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ® SILL_WALL L FS MOUNTED OADJ. SILL-TOP .251 ®ROLL ER ASSEMBLY SCALE: HALF SIZE 2.984 O . 165 I.D. ▪ 285 0 D 060 1039 060 483 } 1 WALKOVER SILL ® FLOOR MOUNTED SCALE: HALF SIZE L 1 I I I 1 I I I 1 060 345 0 1 .375 0 P a 0 P .360310 .550 , .I[I 1 50 230 MAX. 230 TOP BOTTOM CARRIER ® BUSHINGS 2 SCALE: FULL SIZE • • ••• • • • • • • . • • • • • • • • • ••• • • •. • • • • ••• • • ••• • M • o I m D1 ti . 8 :4'. 2 4 1 ' 4 •••'°' • • • •• • • • t • .1,13 • •• • • • ' • • ••• .248 060 N_ .060 .060 't 3.245 3.049 .510 I.D. .250 949 • .630 0.0. .165 I.D. .285 D.D. 7. 391 1.891 • 80 • • ••• •• •• • • • • • • • • • • • • • ••• ••• • • • •• IjV0 . 1 I • • • • • ADJ. SILL -BOT. SCALE: HALF SIZE •• 0.375" R •• • • •• r I 0 0 P ` CO 0 f f,060 ® CENTER MATE 1 (W/ LOCKING ROD) SCALE: HALF SIZE @ INSERT SCALE: HALF SIZE t = 0.200 N LOCKING ARM AI.lGNMENT INSIDE HANDLE @BUSHING s 18 NYLON) SH LM (NYLON) ALF SCALE: 90• END SLAT SCALE: HALF SIZE 0 4 0 N 1.250 095 -I 0.435 R 0.135 R ,190 r 425_ By Miscue Dhisio 6 9 1 1/8' THICK STAINLESS STEEL ® LOCKING ARM 14 SCALE: HALF SIZE Control FLAT END SLAT OTYP. SLATS SCALE: HALF SIZE 8 SCALE: HALF SIZE O f CENTER MATE 2 (w/ LOOONG RoD) VALE: HALF SIZE PRODUCT REVISED a s complying with the Florida Bidding Code Acccptnnce NOOV ! 0 23.0 Espi lion DateO A��r 0 6 r� N 0 • z Z N N w' t D < V � 0 . v1 .^ Let cc Q W �yy .{l 1) LJ > z w ' O w v Z z Y � 0 V o � m • P sa g O . 0 m • 8 0 • O o z D A Et N D1 o J 3 'd N V.I. KNEZEVIC P8OFESSIONAI. FL Ucensc . . , ' 1F 111 v scale AS NOTED, ,design by l V1K ea 0 0 H I Date 07/23/1996) drawn by 7 11(R 'Chec'Chec b , ked droving no. 01 -802 sheet 1 of 61 0 cc } J O E cD O N O O o N 0 0 a1 Q 0 1 O• 2 >7 O O 0) 0 -o CO 0 E.7 O N 0, L I/I W 0 0 0, 0, Z Of 0 0 0 0 I 0, O O 1 TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIOE 0 0 MI Igo IIK4M MIN Z INSIDE CLOSURE "T" HANDLE W/ SHIM 11101 /414 N 1 & III I 1111 11 C 0 M Z U) W U 5 rt W W 1- 1" D scale AS NOTED (design by l V /K 0 z Q v 0 U Z 2002 (dare 07/23/1996) drawn by t .,c11 fc necked b•/� v1K drawing o. 01 -8 � sheet 2of6) E Z 4 1 05/10/02 15:21 FASTENER (a 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ITYP.) BOTTOM TRACK "SEE FASTENER SCHEDULE OPTIONAL DRILL S/8"0 HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP.) Y.ARlES r.1w10 TYPICAL ELEVATION N.T.S. 14 SINGLE ARM LOCKING MECHANISM AT CENTER OR 510E OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PLAN VIEW LOCKING MECHANISM CAN BE (d 1B ABOVE OR BELOW CENTER ISEE NOTE 61 PLAN VIEW MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51 DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE - TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 3/4" MIN. 1 -1/2" MAX. JOINT BETWEEN REMOVABLE AND FIXED SILL 1" x 1 "x 1/8" ALUM. ANGLE W/ 3/16 - 0 POP RIVETS (ED 6" O.C. REMOVABLE FLOOR TRACK DETAIL SCALE : 3"= T- 0" FASTENER 'TYPE 4" SEE SECTION 8 ON SHEET 3 FOR COMPLETE INFORMATION SECTION SINGLE ARM LOCKING • MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY-81 INSTALLED ON - INSIDE OR OUTSIDE OF SHUTTER 2 -1/4" SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. FASTENER (0 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). a �s ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE INGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2" MIN FASTENER )10 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O (TYP.) USED WITH PIECES 0 AND IS LOCKING PIN SCALE: 1 -1/2" = 1' -0" (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSE@7HANRLU• N.T.S. (DOES NOT REPLACE SINGLE ARM L000 OPTIONAL CLOSER HANDLE N.T.S 14 8 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUT TER • • ••• • • • ••• •• •• • • • •• •• • yL�N • • • • • • • • • MA LE • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • y •• • • • YLON HANDLE MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. ••• • ••• • • • • •• • • • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • ••• •• OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" gABRIEB BUSHING 12 12 EXISTING GLASS 7/16 0.0. x 0.6 LONG NYLON MQ? BUSHING 12 O 010 x 2 SMS. MANUFACTURED FROM 0410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 3 .460 - 0 x .050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP b BOTTOM) 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING 010 x 3" SMS. MANUFACTURED FROM 11410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP b BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE A WN ia•randini::rMMI 'Lk liaTi t3 '�isl�a�;l tammu, 1 (TYP.) 6 -1/2" FASTENER (a 24" 0 C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 2" MIN PRODUCT REVISED as complying with the Florida Betiding Code CZ -0 o� Acceptance No Eip . boo I to 0 ,(f7J' 0 0 6 By 1 `tl/ / La ./. Miami Dad ` a Control Division - L� z Z Lel W F— Q 0 V a � 0 • N 1/3 aL LLJ 4� ? l7 V W 4- IV > Z O N I N 0 o LL o � 8 � o@ o' J 01 r 0 . • 10 n, C � V 0 , v = U 0 • o 0 Z � N N J 3 0 2 ►c� IS S.�SW 0) ►,saa:i �i i I ( vJ: KNEZE1ncH PRJFESSIONAL ' n EER 1l Uca10983 L S lI I N N •- Q 2 Z L Z 6 4 s _ = N o> : v a EIti1p®® 01111111 eon Ito E CL ID ID 0 N N O O O CT/ 0 W D O MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) GLASS OR DOOR ® WALLMOUNT SECTION SCALE: 3" =1 ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N FASTENER_ SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1' —S /B" MAX EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP ' FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 5' P v MB E D BUT 00 NOT EXCEED � H 6" SPACING c it CONT. 3j1 /2" _ l I� 1/2 leg . 1 AI . - -GLASS P OR DOOR 05/10/02 15: CONT. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP.). FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 5' BUT DO NOT EXCEED 6" SPACING 1/2 EMBED. (SEE SCHEDULE SHEET 51 9 -3/16 MAX. 0 CONT ® BU,LD-OUT MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. 'SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 1/2' TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 014 TEK SCREW @ 12" O.C. ITYP., TOP L BOTTOM) MIN. SHUTTER SEPARATION FROM GLASS ()CONT. 1/2" C I CONT. 5/8 MAX. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. 1/4" MAX. 1/4 MAX. CONT. /2" z v, 0 • N ly W 3 O J - J Q X W Ev W N V1 111N. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) GLASS OR DOOR 3/16 "0 POP RIVET OR 012 TEK SCREW @ 6 O.C. (TYP.) ®LOS ASSEMBLY 1" x r K ALUM. ANGLE W/ 3/16 - 0 POP RIVETS Col 6 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP L BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER PIN O 1/4"' MAX 1 0 z N n.. N y1 • X O J• _J W Q 3 X a W E W VI N EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. O GLASS OR DOOR 0 Ea. EDGE DIST EDGE DIST } 3/16 "0 POP RIVET Col 6 (TYP.) ® CEILINGNSIDE MOUNT SECTION SCALE: 3" = 1' -0" MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET Si 2 -7/B 1/2 S /8" MAX 5/8" MAX. EXISTING CONCRETE, MASONR OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP • FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION T 3' 1/4 MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER REFERENCE CONNECTION - TYPE 4' EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2' TYP. TOP L BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2' ® BUILD -OUT MOUNT SECTION F SCALE: 3" = 1/4 MAX 1 /4" MAX. 1/4" MAX. GLASS OR DOOR z Q. N y1 3s J -3 • JW X° Q W EL/ W wan on ALT. ANGLE LEG DIRECTION (TYP. 0 W0 MW. SHUTTER SEPARATION FROM MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 11 CONT.- FOR LARGER SPAIN • •• ••• •• •• •• USE TWO 2" • x S" AL. AN�1Es1S=E • • • • •FAS c R. A CH�° CONNECTION E "TYPE 1 SCHEDULE 1 TYPE C1 • BUT 00 NOT EXCEED 8 -1/2 SPACING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 'TYPE PE 2' • i0 ACHINE BOLT * ", NUT 1/2" r Q.C. (TYP.. I 2 9 • .- A , L eo ion) • t^ GLASS (SEE SCHEDULE SHEET 51 O 3 -3/4 MAX. W F , V WO r - ii 1 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 0 CONT. - FOR LARGER SPANS USE TWO 2 . 5 AL ANGLES ISEE SCHEDULE 1 TYPE CI S /8 MAX O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" • • • • /4" MAX. ••• • 1 • • 1/4" MAX. OI TOP L BOTTOM ® FLOOR MOUNT SECTION G SCALE: 3" = 1' -0" 16 UP 0 33 - ••• • • •• • • • • ••• •• GLASS OR DOOR — z a I 1/4" MAX. EMBED li MW SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 3 -3/16" X. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEOULE, TYP. 2" x 2 x .050 ALUM. TUBE TYP. TOP 8. BOTTOM 1/4 MAX. O MA 1/4 MAX By Miami Division FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNEC TION !'TYPE 1' BUT DO NOT EXCEED 6 -1/2" SPACING ® BUILD-OUT MOUNT SECTION SCALE 3" = 1' -0" PRODUCT REVISED as complying with the Florida Balding Code Z- IbZ3. 0/ Acceptance No 0 ExpirFlion Date O o 006 •L7 Z •F- N w F- U < O — V O. L 4r1 cc Q W _Y Z W � z V � w J NJ w v Z u V/ W ill O r 4 I ^ scale AS NOTED) [design by l VJX U Z W 0 D. to N0 00 co N N W LL r r .1010 Q N 0 0 I ZION 1- W 00w 01 a 00 MP, • Z<W W )- I4 1 m a 012 1� (dare 07/23/1996 [ drawn by l MCR [c G drawing no. 01 -802 sheet 3 of 63 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN iw = .125" 8• - 0•• 8. 1.. Tf = 125" if _ 224 Tf = . 224 N Cal O 0 • 01 O 0 Q ru 0 0• 5 1 N O W .0 OD CC O 03 O N 81 L Ln W 0 V - i c 0 0 0 0 4) N Q 0 Q 1 rir EXISTING STRUCTURE THREE 5/16 - 0 CALK -IN Cm 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. GLASS OR 000R GLASS OR DOOR THREE S /16 CALK -IN g 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK w/ 3 -3/4" MIN. EDGE CAST 05/10/02 15:21 V ° ° EMB. 4 d ° N A Z fn F 4 ° - 4 - 4 Av EMB. ° EXISTING S /B" I I STRUCTURE MAX.-4 -f /`...." -S /8 MAX. THREE -1/4 THRU BOLTS 1 MIN. A -ALT. LEG DIRECTION MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE (MAX. DESIGN LOAD= 72 PSF) OTOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. USE BEA SCHE UCE FOR DETAILSO1 AND81 . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO [OF SUPPORT. MIN. SHUTTER SEPARATION FROM GLASS • (SEE SCHEDULE SHEET 51 3/16"0 POP RIVET OR 812 TEK SCREW C0 6 O.C. & �s ASSEMBLY ACCESS HOLE T. 1 MIN. 1 Tf -dr 2" "x 1/4"x0' -B" 6063 -T6 ALUM. ANGLE THREE -1/4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD = 72 PSF) � BO1TOM SUPPORT BEAM DETAIL SCALE: 3" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT col 12 O.C. USE THRU BOLT OR ACCESS LE AS SHOWN IN TAILQ) 1/4" MAX. 0 O W r r W 9- 9.) 7 Z¢ Z N Wto N N � W d = 7 O £ r N J Q Z J W W Q Z £ D £ Q Q J W 0 N Q Z o la w N N 3/16"0 POP RIVET OR 812 TEK SCREW (0 6 O.C. Al. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (x112" O.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRBOLT AS SHOWN IN DETAILIHJ GLASS OR DOOR PLYWOOD ANO STUCCO FINISH MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET S) 5/8" MAX- 1 1/2" (MAX. DESIGN LOAD = 72 PSF) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12 O.C. PROVIDE Y-0 ACCESS HOLE Cal BACK SIDE FOR FASTENING Two 1/4"0 S.S. LAG SCREW C0 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1 3 " x1 /8 "OR x 4 x 1/8 6063-T6 ALUM. TUBE @ WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" • • ••• ¢• • r ••• •• •• • • • ? •, • • • • • • "• • • • • ••• • • • • 1 • MIN. SHUTTER • • • • • • SEPARATION FROM GLASS I %EeSCHEOULE SHEET 5) •• • • • • : 3, • • • • • • • I v • ••• • • • • v- • 1/4 MAX. • • • • ••, • • •• • • ,} • • PLYWOOD ANO STUCCO FINISH 5/8" MAX 1 FOR W000 PLATE USE 1/4 5.5. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE @ 12" 0.C. TWO 1/4 "0 S.S. LAG SCREW Col 24" O.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) 0 ® WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE SCALE: 3" V -0" T VIS s.o PRODUC complying RE wdth the ED Flos di Belding Code Acceptance No O Z - / 0 L > • 01 E�ipi Lion Date ...1.571 o 0 6 By g L.../ Miami Dad / rodect Control Division 1/4" MAX. ;l7 z Z In WV T— 7 < _ 0 . N v N K Q 0s L7 S „ ✓ > - z W !VD w 0n Z Z Yo tj [ date 07/23/ 1996) scale AS NOTED, [design by t Vie dr•wm0 no Z Ian 1- 4 0 UN Q .8 1 Y U 0 (0 s 0_ 0 0) drawn by 1 .u• J checked D y� vfx 01 -802 sheet 4 of 6 J ti • • • • MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 10 POSITIVE Fo OES�iN l,• - LOAD lw 1P5F1 a ACTUAL 6 SP AN 0 • (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALIATCNS GREATER THAN 30' ABOVE GRADE (INCHES( • • 0 • in 1 • •• 5 - 0 2 -7/8 1 -1/2 "• 7 -0 • 2 -7/8 1 -5 /8 • 8 - 0 2 -7/8 1 -5 /8 • : 11 - 0 3 2 -1 /8 • 13 - 1 3 -3/4 2 -3/4 1 :40 D •• • ■ • 5 - 0 2 -7/8 1 -1/2 7 - O 2 -7/8 1 -5 /8 • 8- 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 • 12 - It 3 -3/1. 3 1 ••• • S0.0 • 5 - 0 2 -7 /8 1 -1/2 7 - 0 2 - 7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 8 - 0 2 -7/8 1 - 3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2-7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 8 - 0 2 - 7/8 1 - 7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5 /0 80.0 5 -0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - O 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 140.0 5 - 0 2 -7/8 1 -1/2 4 3 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 3- 7 11 - 0 3 -3/8 3 -3/8 4 - 3 11 - 6 3 -7/8 4 180.0 5 - 0 2 -7/8 1 -1/2 3- 4 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 2- 10 9 - 0 3 2 -3/4 3 5 10 - 3 3 3 7 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (p5F1 ME A ALL MOUNTING CONDITIONS y � EXCEPT © ♦5rl/ IFT - IN) TYPES DETAIL OF OR DETAIL ©W/ SINGLE ANGLE REOUIREO 3 -3/4" MAX. B.O. (FT - IN) TYFEC DETAIL Q DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPED DETAIL © 9 -3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13 - I IT -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 - 4 9 - 9 10 -4 10 -0 52.0 12- 1 9 -4 9- 9 - 7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8-6 8 -8 66.0 10- 11 8 -3 8 -3 B -5 67.5 10 -9 B - 3 8 -3 8 -S 71.2 10 - 3 8- 0 8- 0 B- 2 75.0 9-B 7 - 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 - 5 6 - 7 6 - 7 6 - 10 91.4 8 - 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 - 7 140.0 5 - 2 4 - 1 4 1 4 3 150.0 4 -10 3 -10 3 -10 4 - 0 160.0 4 - 6 3- 7 3 -7 3 - 170.0 4 - 3 3 - 4 3 - 4 3 -6 180.0 C - 0 3- 2 3 2 3- 4 190.0 3 - 10 3 -0 3 -0 3 -1 200.0 3 - 7 2- 10 2- 10 3- 0 210.0 3 5 2 8 2 - B 2 10 • 0) 0 0 ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1"x2 "x1 /8 ALUM. ANGLE 3 810 TEK SCREWS OR 3- 3/16 - 0 ALUM. POP RIVETS (TYP.) 2 - x 2" x I /8 ALUM. TUBE 6063 -T6 ALLOY 05/1 15:21 2" MIN FASTENER (a 24" 0 C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER 510E ® CORNER CLOSURE DETAIL SCALE: 3" = 1• -0" 010 x 1/2" GALVANIZED SM5 OR 3/16 "0 ALUM POP RIVET Col 18" 0 C 1 x 1" x .055" ; 1" x 2" x .055'; 2" x 3" x 055" ; 2" x 4" x .055" OR 7" x S" x 125 AL. ANGLE 810 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET klo 24 O.C. (TYP.) TWO 1/4 - 0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 2" MIN FASTENER (B 24 0 C IUSE ANY ANCHOR IN ANCHOR SCHEDULE( ® ALT. CLOSURE DETAIL SCALE: 3" = 7' -0" 2" x 2" x .125 - ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS L NUTS W/ LOCK WASHERS m 24" O.C. NOTES: �\ 1. REFERENCE APPROPRIATE COLUMN IN TABLE / BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4, ENTER TABLE 2 WITH POSITIVE OESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. 810 9 1/2" GALVANIZED 5115 OR 3/16 - o ALUM. POP RIVET (d 18 0.0 1 x 1 "x.055 ;1 - x2 "x.055; 2" x 3 x .055" ; 2" x 4" x .055" OR 2 x S" 8.125" AL ANGLE EXISTING STRUCTURE HALF OF pe USE MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL P SCALE: 3" = 1• -0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET �) 0.062" :HICK RECESSED SILL 3105 -1132 OR 6063 -T6 ALUM ALLOY (1/8" BELOW CONCRETE) 1 1 - 1/4' . / 060" • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • •• • • • • • ••• •• • • • • • • ® ALThRNATE FLOOR MOUNT DETAIL SCALE: 3" = 1• -0" • • • •• •• • • • ••• • • • • • �;- 1/4" MAX. EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER (di 8" 0.0 ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida Bedding Code Accept No O Z"! O Z 3 1 E: , ance • tan Date O A 1 11:2) By Miami Division act Control • L7 2 Z F tn o- w U 1 D <0 O 0 . N N 1n CC Q z 0 S ✓ � W � N D V1 Z 0 T • O 2 1 I". O a 3 V P 4. K Y 9 5" 2 : N • N W 8) m - E j e O u. N 5 • r 8 Z, m w{u C Z � m J • 3 U z ae N 0 00 N W LL t r .66 a 1*in in ] In in 1- W -.. _, 0 ID ¢00 Z<w Id 1- t1 J co 01 I scale AS NOTED 07/23/1996) (drawn by ) MCR ((NeC4ed D y� t V 4.7 design Oy V1K drwmq no. 01 -802 L sheet 5 o f 6 ) Print Information: MAX. SHUTTER SPAN I FASTENER MAX? '•+ • • • MU4SPAtMM (I�ICHESIRE A ,COOR SCHEDULE DESIGN LOADS AND SPANS TIRED FOR VARIOUS 3awnals DNLLSIX3 • . ... • • ANCHO T1 • ••• • • LOAD (w) p MA . (SL • NOTE 1) • • ••• MIN. 3/4e EDGE DISTANCE SPANS UP TO • 5••8" ••• (;EP 1 • SPANS UP TO 8•-0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) • •CONNE 1 • TYPE 2 3 4 • 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M • • • • N11NA1R1111111t1m►• 1 - 3/6 MI RE D • 1 -3/4" I T READ PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 4Eeo 12. 1.3. 11 • 7. 12 TYPE 3 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 •• T• Q 12 f2 8 6 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 6 6 4 7 • •� 10 12 12 5 3 7 9 12 4 3 6 7 12 4 12 6 92.0 12 12 5 3 8 7 12 4 8 6 7 12 4/ 7 6 7 12 4 5 6 210.0 7 12 4 6 6 7 12 4/ 4 6 7 12 4 4 6 7 12 4 3 4 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 1100 P.S.L CONCRETE) FASTENER MAXIMUM SPACING ANCHOR SCHEDULE e DESIGN LOADS AND (INCHES) REQUIRED FOR VARIOUS W L9 Ix 6 S R ,l ANCHOR TYPE LOAD (w) MAX (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3e EDGE DISTANCE SPANS UP TO 5' -8 " (SEE NOTE 1) - SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0•' (SEE NOTE 1) SPANS UP TO 13• -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8• -0 (SEE NOTE 1) - SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 12 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 12 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONCRETE !NA 111111111111111111111111111111 ►> 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 4 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 11 5 7 12 12 8 3 5 9 12 7 3 4 4 11 5 • 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 12 7 3 4 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 1100 P.S.L CONCRETE) 72.0 12 12 10 4 6 8 12 7 3 4 5 12 6 3 4 4 11 5 rd 3 12 12 12 5 7 9 12 8 3 5 6 12 7 3 4 1. 12 7 3 4 92.0 11 12 7 3 5 4 11 5 3 4 11 5, r_ 3 4 11 5 % 3 4 5 4 12 7 3 4 4 12 7 3 4 1. 12 7 3 4 210.0 4 11 5 r 3 4 11 S � 4 11 5 4 11 5 , 4 12 7 3 4 4 12 7 4 4 12 7 3 4 4 12 7 4 * : * 1 • ° " °a ° ° "' 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT DAN. 3,000 P.S.I. CONCRETE) 48.0 12 12 11 7 12 12 8 12 12 7 5 10 4 12 12 12 6 8 12 12 9 5 12 12 8 3 5 5 10 5 3 6 2.0 12 12 8 6 11 12 6 7 11 5/ 3 8 4 12 12 10 4 6 12 12 7 4 7 11 6 4 3 9 4/ 4 3 3 72.0 12 12 7 5 6 11 S 4 9 4 / 3 8 4 #12 12 8 4 5 6 11 6 3 4 10 5 3 3 9 92.0 9 12 5 4 3 8 6 / A 3 3 8 4 ?A , 3 8 4 O 4 9 12 6 3 4 3 9 9 4 3 3 9 4 3 3 9 4 3 1/4 - 0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE (MIN. 3.000 48.0 12 12 12 12 12 12 11 • 12 12 10 10 1Z 7 66 12 12 12 12 12 12 12 12 12 12 8 12 12 12 11 6 8 CALK EMBEDMENT STAINLESS P.S.I. CONCRETE) - IN SCREW 62.0 12 12 12 7 12 12 12 9 S 12 12 8 12 6 6 72 12 12 10 12 12 12 12 7 11 12 12 12 6 10 9 12 70 S 7 72.0 12 12 11 11 12 12 7 4 9 12 -- 7 12 6 6 12 12 12 9 12 12 12 12 6 9 12 12 11 <u' 8 9 12 10 5 7 92.0 12 12 8 8 7 12 6 3 7 - 12 6 12 6 6 12 12 12 7 10 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 _ 210.0 7 12 6 3 6 7 12 6 3. 7 12 6 12 6 6 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 48.0 12 12 12 5 8 12 12 9 4 12 12 8 10 5 3 12 12 12 7 9 12 12 11 4 6 12 12 . 3 AI 5 4 3 3 3 3 11 10 1 3 r 3 3 II-- 1/4 "0 MIN. WIN IN. 3.000 ( 62.0 12 12 10 4 6 12 12 7 3 7 11 6 5 • a. 9 9 4 % 4 12 12 12 12 12 10 5 4 7 6 12 7 12 12 8 7 5 3 3 //. 'i!� 5 4 3 8 5 3 12 11 10 6 -, POWERS ZAMAC W/ 1 - 1/8" EMBEDMENT P.S.1. CONCRETE) 72.0 12 12 8 3 5 6 11 6 4 10 10 5 5 4 92.0 210.0 9 3 12 9 6 3 4 4 3 3 3 9 9 4% 4 r 3 3 9 9 4' 4 rr -- 9 9 4 4 p 10 3 12 10 8 5 3 4 3 10 10 3 3 10 5 3 3 10 r 3 3 1 48.0 62.0 12 1212 12 9 6 4 3 5 4 11 8 11 8 6 4Or4 10 4 10 7 5 400 A AIM 6 3 , 12 1212 12 11 8 6 3 6 4 12 9 12 9 7 6% 6 4 11 5 11 8 3 � � 3 111111111 III IIill1111111D> 1/4 "0 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT 72.0 10 10 6% 3 4 7 4 I/% 3 6 3 �r �4 i Al2 12 7 3 4 4 8 5 % 5 � mg Ard 92.0 6 8 4 %` %' 5 3 %/, 7 9 5 8 % i P 210.0 5 3 %'�� %' 5 3 Ara ;' �%i W%,� �� ' ie ,,,‘",l,Il,..,,,,,,,.t * i l n onlmnwo> 1/4"0 ELCO MALE/ FEMALE "PANELMATE" 1 - 1/4 MIN. EMBEDMENT & 1/4 MACHINE SCREW WITH W/ 48.0 12 12 11 7 12 12 8 3 12 12 7 / 1 12 12 12 6 8 12 12 9 4 5 12 12 8 F 62.0 12 12 12 12 8 7 6 - 5 11 6 12 11 6 5 3 % r 7 4 11 9 5 4 ' A l2 S12 % 12 12 10 8 4 4 6 5 12 6 12 11 7 6 % 3 4 3 7 4 11 10 4 72.0 92.0 9 3 12 8 5 % 4 4 r %%� 3 8 4/% %' 3 8 4 as! 4 • r 3 8 4 , %o 9 % � iz 3 12 9 6 4 3 4 3 3 3 9 9 4 % 4 r 3 3 3 3 9 9 M M NUT 210.0 3 8 HOLLOW CON /(,,� 1 /4 "0 POWERS W/ 7/8 E. 1/4 - 20 STEEL MACHINE 48.0 12 12 9 6 12 12 6 12 12 6 4 8 4 12 12 • 8 12 12 10 6 12 12 CALK EMBEDMENT STAINLESS 62.0 12 12 7 5 10 11 5 6 10 4 3 7 3 12 12 11 6 12 12 8 4 7 12 - IN 72.0 12 12 6 4 5 9 4 4 8 4 �/ 1 3 7 3'/%/ 12 12 10 5 7 12 7 4 5 10 92.0 8 10 5/ 3 3 7 3 � / 3 7 3 % 3 7 3 FR IO 12 7 4 3 9 5/ 3 3 9 g SCREW 210.0 3 7 3 / 3 7 3 3 r 3 7 7 3 3 3 7 3 3 95 3 3 9 5 / 3 3 9 .. 48.0 62.0 12 11 12 11 9 7 6 3 5 4 10 7 10 8 6 5 0 6 9 %% 4 9 7 6 4 6 4 / 12 12 11 S 12 12 8 4 10 10 s i • 3 %A% 5 3' 12 12 8 4 8 9 6 3 5 8 1 /4'•ZAMACERS NAIL -IN MIN. EMBEDMENT W/ 1 -1/8" 72.0 10 10 6 % 4 7 4 %%'��, %% 5 3 / 11 11 7 3 3 4 8 5 %� 3 7 - ar i a 92.0 6 8 4 %r �% ENE 5 3 ;E % 3 / 6 4 Oi� 'd'A Id 210.0 5 3 % 7�, %nit;// 5 3 ME/ACI ;i�% // %//r// 6 4 0. a:) 0 0 0 0 N 0 05/10/02 15:21 • • ••• • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTU,RERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4 " EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EOANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida Bedding Code Acceptance No O Z - / 0 Z3 • o Ewirstion Date 0 m - 00 6 BY nl n Miami Dade nct Control Division V!. KNEZEVICH PPOFFSSIONAL Ek I L l:ce,w No• r M • Z date 07/23/1996) [scale •S t+OT(0) design by V z V 0 .2 v W z 0 0 2 re t7 O 0 co (0 N 0 0 115 0 0 drawn by Pi(R fc nec4eds Dy� t vPCJ drawing nO 01 -802 1sheet 6of6� u: \CAN \Associations \Hi— Tech \ACEShutters \01 —802 \R8— sub \01 —802 —06.dwg Print Information: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: oZ ' 3 Building Official Dear Building Official: We are the Miami -Dade County Notice of Acceptance Holder for "ACE SHUTTERS" Aluminum Accordion Shutters un er number 01- 1 216.02. This letter authorizes ��a 12j to use our "ACE SHUTTERS" Aluminun Accordion S hutter appfoved under number 01- 0216.02 to be used at the following job: ACE SHUTTER & SERVICES INC. 9811 NW 80 Ave. Bay 7 - P Hialeah Gardens, FL 33016 Phone: (305) 556 -7620 SAD N N � .s ACE Shutters & SerJis, Inc. Lazaro Roig President 1. This form must accompany the application for building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County Notice of Acceptance. Date: Building Official Dear Building Official: We are the Miami -Dade County Notice of Acceptance Holder for "ACE SHUTTERS" Aluminum Accordion Shutters under number 01- 0216.02. _r This letter authorizes �!�; /}> >� �2 ( �/ to use our "ACE SHUTTERS" Alumnnun Accordion Sh utter app oved under number 01- 0216.02 to be used at the following job: Sinbereiy, ACE Shutters & S Lazaro Roig President ACE SHUTTER & SERVICES INC. 9811 NW 80 Ave. Bay 7 -P Hialeah Gardens, FL 33016 Phone: (305) 556 -7620 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM C. r∎ 1 o f ?i r� 1. This form must accompany the application for building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ACE Shutter & Services, Inc. 9811 N.W. 80 Avenue, Bay 7 -P Hialeah Gardens, Florida 33016 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity I lurricane Zone of the Florida Building Code. DESCRIPTION: "ACE Shutters" 11T-l00 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 01 -802, titled " ACE Shutters ", sheets I through 6 of 6, prepared by Knczevich & Associates, Inc., dated July 23, 1996, last revision #8 dated May 10, 2002 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be 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 NOA # 01- 0216.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1023.01 Expiration Date: 03/20/2006 Approval Date: 10/25/2002 Page 1 MIAM!•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23' Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 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 Miami 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. Tae Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have' this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 3, prepared by Al Farooq Corporation, dated 12/7/95 with revision A dated 02/01/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 # 99- 0323.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0313.08 Expiration Date: March 28, 2007 Approval Date: August 22, 2002 Page 1 4.000 6.000 2.000 kit TYPICAL WINDOW FRAME INS T RUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL QR VERTICAL SEE WINDOW OR 000R APPROVAL FOR FASTENERS SIZES AND SPACING C TF P 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPRCVED GLAZING PRCCUCTS MEETING ABOVE LOAD REQUIREMENTS. S EP 3 USE CONNECTION TO MUL'UCN AS PER PRODUCT APPROVAL STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLICN SIZE WITH STEP 5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE_ _ USING ANCHCR TYPES ON SHE- 3, ANC ANCHCR GRAPHS STEP _P 6 ON SHEET 2. SELECT ANCHOR TYPE Wfir. CESiGN RATING MCRE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 2.000 3.000 --I 4.000 -- 1.000 •• •• • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• RECTANGUL aR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED 'Nfi- THESE MULUCNS .4UST MEET THE APPLICABLE DADE CCUNT' REQUIREMENTS I.E. WIND LOAD. AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARCS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL. MULJGNS 70 BE ALLOY 6063 —T°.. E.igr. DR. , luWY:t.,N 'i.nCCC STRUCTURES F.-A. PE i 165 FEB 1 1 2002 A ppro■es1 a. rnrplying with the Finridn 3uidia^ CG.dc Date £3I !(, 1 / ^( C Mimi Dade PrvductCoomi Di ;oo By ✓ 1 d" 0 0 r7 LL U Cn N Cr. 2 0 3 J 0 0 drawing no. M95 -19A (sheet 1 of 3 2•,•t'.1✓e:4.UM Ids• :Lei I 1\60 -5Y8 K55. NU SPAN I I \63" 1 \ 1 1 \ I . 1 j \ j I • � I\\ • T �1 • I : \: 1.: I I 1 I 1 1\ r I .•t I I I I\ I 1 I• \163 i i J 1\ 1 1, I I i\ 1 i i i 1\ I 1 \94f hltiLPAN _ \ I 1\ _I : \ :.l• • 1 T. 1 \I 1 1 • •I••1 1 : • :• •1' I 1 1 \II 1111111 I\ I \I .\ 1 1 \9 I I \ 6 1 1 1 _4,1/4' I I I I I\ I I I I I\ 1 1 1 1 I I 1 I ,I I11ll � I I \km'I II \ I p oet 11 I\ 1 1 1 1 1 11 I 11 \ 1 II 111. I I 1 1 I \! i '1201 \\ 1 1 1 1 1 1 1 I\ 1 1 1 1 I I I f ' '. /€ .L'Jn 3 2' >� . 3 art 477.1 roz,: 7 1\ 1 I I I \63" 1 \ 1 1 \ 3 1 1 I" 1 1 1 1 I\ 1 1 1 1 1 1 1 1 1 . 1 1 I 1\ I V i 1 1 3 IN 1\ I 1\ 1 1\ ; -1 % I I \I I I I I\ I \ I\ i\ I\ 1 ► \! 1 1 \1 I I\ 1\ 1 \i 1\ I 1 \94f hltiLPAN _ \ I 1\ I\ I I V' I I 1\1 \ I \I I I I l I I l\ I 1\ I \ I 1 I ► ! I\ I\ I \I .\ 1 1 \9 I I I I 3\ I\ I\ 1 1 I\ 11 1 I I \1 1\ I 1 1 1 1 1\ � I I \km'I I I 1` \ I\ I 1 1 1 1 `l I\ 1 I I I I I 1 1 I \! I I 20 '1 I I 1 I{ 1 I I I I I I I 1{ 1 I I I 132 _ I 1 I 3 I 1 I I 1 1 1 1 1 1 1 44.1 1 1 1. 1 \ 1 V 1 \ 1 I 11;� .1�e •uun. Tue. ; y � I\ I 1 1 \ I \11 I ANCHORS 3\1 I \I \ 1 1 1 1 1 1 1\ 1 1 I 1 90-9 - 1 ∎+ULI SPAN 3 1 1 I" 1 1 1 1 I\ 1 1 1 1 1 1 1 1 1 . 1 1 I 1\ I V i 1 1 \ 1 i \ I 1 1 l � I I � I I • I 63- I 1 i\ I I I 1 I I I 1 I \\ \ P4\ I\ 1 \ 1 I I I I '14 , /�i 1 1 1 I i l l h< — , 1 / 4 1 . 3 1 I I 1 1 1 I 84 ' 11 I I I \ 196, I I k I I I 1 1 ! I I I I y 12'0 108• I I I 1 , I 1 ` Th .. '" 111 \ \1 ' \` 1 \I\ \I I �C IIANCHDRS TYPE 8' { 0 I ANCHORS TYPE A I I \1, I ACT -s.o V \\ \ I \1\ \1 I I I I I \\ \ P4\ I\ I I 1 1 1 I 11 O \I\ 1 \ 1 \1 I 1 1 \\ \ y \I \I \ \ i I I I\ 1 i i 1 I i 1 \l 1\ i\ I i i I I q \1 \ 1 1 1 1 1 1 I 1 1 1 4\ \I \ 1 1 1 1 1 1 1 I- \:!3-b/6- 1 1 1 1 I\ 1 1 1 1 1 I I . \ I \I I l i \� \ � 1 1 1 1 1 1 I ' I\ \ ?4 i\ 1 1 1 I \\ -- 1 1 11 I WINEMEIMIIIIMEIMENI IIIIIMIMIIIIIIMIIIIIIIMI 1\ 1\ tea I - \ � \� 111 \ \1 ' \` 1 \I\ \I I �C IIANCHDRS TYPE 8' { 0 � 111 I i zl I \1, \I \I I V \\ \ i A \1\ \1 1 \1 _I 5 a .. -51a \\ \ P4\ I\ I I 11 O \I\ 1 \ 1 1 ;71 I \\ \ y \I \I \ 1\ \ \1 \I J_JJ \i \ \ i_\ \ \� \1 I I \1 1 \l 1\ I 1 \ \ \,1 .. I I 1 \I 1 \1 \ I i I\ 1\ I 1 1 1 �_ 1 \ \ 1v \1 N . CLAZING PRODUCT \I\ \I I \ 1 \I V/41- 1 4 .. 1 \ .., \ J V \\ \ \ . 1 \1 1 \1 \ 1 \ \ ! \ \ 1\ N \ 1 1 \ 3 1 1\ \ \1 \I \841 \1 I \ I I \I\ I \1 ` 1. I\ 1\ I 1 �l 1 1 1 I- \ \ \ i i y 1 1 N\i\1 1\ 1 1 1 1 1 \ I\ \- o. e 1 ! 1 1 1 \I \1 \i \I '1, 1 `k I I \ \ 1 1. 1 ' 1 j I \I 'N N I 1 1 IN J 1 1 ► 1 I �; 1 I , I N . 1 1 1 1 \\; 1 I 1 1 1 I I 1 1 1 1 1 1 1 \ 3 i l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 I 1 7 .a.NC -iC RS "``' TYPE C 1 1 lI I I I I I I N . CLAZING PRODUCT VERTICAL MJdS Nomn MUWON GLAZING PRODUCT W1 \ ANCHORS A.B. OR C W2 m N rn 2d 4 1'.2 ".1 /E TU8E11 • 138 LL I SPAY) 1\ 1 1 I I 1 \_ I 1 I 1 1 1 1 \I I I I 1 \ I ( 1 �\ I I I I 1 1 \, \1 •\ 5 5A8" 1 \ 156' 1 CO 40 5a b 1 70 S0 I 22 TRIBUTARY WIDTH - LNCHEB ANCHORS TYPE A.8, OR C 1 MULLION LOAD CART TRIBUTARY WIDTH = W1 _ W2 2 ANCHORS j TYPE A.B. 1 1 I 1 1 GLAZING PRODUCT OR C r HORIZONTAL MUL!.'ON GLAZ PRODUCT GLAZING PRODUCT MULLION SPAN L ANCHORS A.3. OR C rn MULLL..,N LO.O CHART . I V : /e' awn �.va 1\1 1 1 I 1 I I 3 8 -3/8' LIUU1 SPAN I i \1 I I I I I I\ I I I X I 1 1 \50 -5/8 I 1 1 \I I I \ 1 1 1 NI 1 5 6 . ' 741A" I\ 111 184 1 9 ID N 1 1 I I 00 40 5 a 60 70 TRIBUTARY WIDTH - INCHC3 TYPICAL MULLION ARRAI l�-rUEN I 5 ea ANCHOR LOAD CI -+ART u1 2Z 2Z 4 =Z &Z 7 015 TRI =UTARY 1 .410 1 r - LNC: -4ES P1L'LL ION LOO CHART 221 3D 4d sZ 68 78 80 TRIBUTARY WIOTH - INCHES N Qg ANCHORS DESCRIPTI Sc SH ri 3 QF 3. ;. • • • • •• •• • • • • • 6+ u1 ANCHOR LOAD CHART • • r,Ul LQ L(OS AO CHART .�., i .... 1 ... ... ; :.. ... ., ..� .. I. 20 30 40. s8 6J 7a 30 TRI2UTARY WIDTH - INCHES :g Off 40 GO as 70 s0 TRIBUTARY WIDTH - INCHES 1N Cr) 0 Z L: w c1 N -, E; C7 Lc) FEB 1 1 2002 MULLION LDAO CHART 2Z 3Z 43 SZ 6Z 78 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART EO C3 40 GO :,a 77 GO TRISUTMFY WI IH - INCHES Engn DR. HUmAYOUN FARCCC STRLC7URES FLA. PE 1 16557 Approved at complying . 4L6 the Fior'da Uuidinrr_�Crn:e D:rrc NO,1/1 1iau 1 Dude Produc• Dt'�nra 8v �� / 00 '7 ( co Z c to c 0 C cc I 0 (11 C.) C '' -8 w rn o < < m Y c v o � ! Cr. w In °n I I z dw -� n 1 2 I In: - CI 1» CI ' • Z 0 O a. O i O =E (11 IA Q ( V � C -� D Q U rn c i c i i r I at l ry '- 1 \II I 11 1 1 o i 1 I j `i 1 5 I drawing no. M95 -19A sheet 2 of 3 ) ALUMINUM TUBE MULLIONS 2 X 2 X 1/8 ______, j ALUM ANGLE 4 S.M.S. 2/ ANGLE MUWON 1— MULLION 2 X 2 X 1/3 ALUM ANGLE 2 -5/8 LONG '1/11111111111�111111� MULLION ci 2 X 2 X 1/8 ALUM ANGLE r 1 a 1.500 J ANCHORS TYPE 'A' MAX. 1.500 MIN. 1 4 • • 4 L i 14 S.M.S. 1 -1/2" MIN. EMBED INTO W000 1/ ANGLE J 4 j 14. S.M.S. 2/ ANGLE I I I J . 1 • I K a 3/ 1 5 CIA. IAPCON ?RECAST CONC. — 1 1/2 MIN. EMBED SILL / 1/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL CR TRIM 0 - ° S. ANGLE v '11111111 ► \: ►►1111!• 11 1113.. 2 X 2 X 1/3 ALUM ANGLE j 14 2/ -MUWON —MUWON 2 X 2 X 1/8 ALUM ANGLE 2 -5/3" LONG ANCHORS APE 1.5C0 MAX. , 4 I 1/4" it TAPCOM• • • • • • L1 -1/4" MIN. MASONRY EMBED c 2/ ANGLE 1 1tar 11111u111►.11111u1mtut 1 BY CR 28? (-"- W000 BUCK 4 7, IIIMBIZImummt l%% llumlw.. xu1111u111wu11uNmm) 0 0 0 • • ••• • • • • •• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .� • •• • • • • • • • ANCHORS TYPE 'C' � 1 \, \ NOTCH VCOD BUCK ••• • ••• t 1 TO ACCOMODATE • • • • • \ / t CL ANGLE TO MASONRY .. •• ••• • • • • • • • • • • • • • 2 X 2 X 1/8" ••• • • • ALUM ANGLE • •• • • • •• • •• •• •• • • • • • • • •• •• T MUWON— 1 1 4 S.M.S. 3/ ANGLE C —MULLION 'r! 1 2002 2 X 2 X 1/8" ALUM ANGLE 3-5/8 LONG Engr•. OR. HU'.WYO'JP! 9.\P000 STRUCTURES FL A. :_ 1 16.57 ` 11x11111111111111111111 /111111N- i x11►u111u1111111ul l 11113. 1.500 MIMIlitt'luulnnnon►u 11111 1/4 o TAPCON • — 1 - i /4" MIN. EMBED 2/ ANGLE 4 ° ° CONCRETE CR CONC. FILED BLOCKS 0 - M I 11111111,t11,11]u] 1fl).1 ' 1 JJ MAX. WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Approved xi complying with the Florida Bolding ode Date tG. . %CO irellargY NCA. Miami Dade ?redact Gau'n Di w•�"o,a By l�[7 Z-i/ i� � i 1 I0 01 ? UI NI al 1 .01 rn N C ' U U z 0 `` drawing no. I M95 -19A, I sheet3or 3 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Cury -A -Tech Corporation CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 930 W. 23 Street Hialeah FL 33010 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 400 Aluminum Horizontal Sliding Window under Chapter 8 of the Code of Miami -Dade County, governing. the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke. modify. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined BCCO that this product or material fails to meet the requirements of the -South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0327.12 Expires:04 /17/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COlMiIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building_ Code and Product Review Committee to be used in Dade County, Florida under the conditions set 'north above. Approved: 06 /02/2000 1 of3 M AMII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1 -0 WEST 'FLAGLER STREET. SUITE :603 M1AM1. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 Raul Rodr1_uez U Chief Product Control Division I () C./Francisco .f. Quintana. R.A. Director Miami -Dade County . Building_ Code Compliance Oftic: Internet mail address: postmaster@buildingcodenaline.com SAS Homepuge: http : / /www.Suildingcodeonline.com Cure -A -Tech Corporation 1 2.1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIO 3.1 This approval applies to single unit applications as shown in approved drawings. 2of3 ACCEPTANCE No.: 00- 0327.12 .APPROVED JUN 0 2 ?OOO EXPIRES Anril 17.2003 1, SCOPE 1.1 This renews Notice of Acceptance No. 97- 1105.04, which was issued on August 27, 1998. approves an aluminum horizontal sliding window, as described in Section 2 of this Notice Acceptance, designed to comply with the South Florida Building Code (SFBC), [994 Edition fc vIiami -Dade County, for the locations where the pressure requirements, as determined by SFB Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Series 400 Aluminum Horizontal Sliding Window and its components shall be constructed i srict compliance with the following documents: Drawing. No W97 -31, titled "Series 400 Horizonte Sliding Window" Sheets I through 4 oft dared 10/06/97, with revision C dated 8/24/98, signed am sealed by Humayoun Farocq, bearing the Miami-Dade County_ Product Control approval stamp wiri the Notice of Acceptance number and approval date by the Miami -Dade County Product Contro Division. These documents shall hereinafter be referred co as the approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding. window and its components shall be. installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 3.1 Each unit shall bear a permanent label with :he manufac :urer's name or 10C-TO, city, state and following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERy1IT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved dra'.vin,s, as identified in Section 2 of this Notice of Acceptance, clearly marked co show the components selected for the proposed installation. 6.1.3 Any other documents by the Building Official or the South Florida Building Cod (SFBC) in order to properly evaluate the installation of this system j N[anu.l Perez, P.E. Produc: Cc.->o[ Examiner Prod>< = e-Ttrol Division v APPROVED Cury -A -Tech Corporation ACCEPTANCE No.: _ 00- 0327.12 JU 0 2 2 • EXPIRES April 17. 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "IvMiami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same-product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application N,vith appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ' Manuel erez, P.E. Product Contro'.3miner Product . rol Division END OF THIS ACCEPTANCE 3 of 3 • • • WDTDOW.DI,iS. DESIGN LOAD CAPACITY • STD. 1LcITTNG RAILS XO OR OX SIZES ONLY H. D. laMING RAILS X0 OR OX SIB ONLY r--r 3/18€ -4`N GLASS 3/18" -ANN. GLASS WIDTH H�IGH7 D121S. HEIGHT : EXT.: I. : 1NT. EXT. I INT. 24' 36' 48' • 60' 72' • • gr • N •• • • • • • • EXT. - 60.7 1 w 121.0 60.7 :79.0 2 4' 60.7 121.0 60.7 170.7 •• • tD • ' . bti.7 • ..I 121.0 60.7 179.0 - . - 60.7 1: 12L0 60.7 153.5' - • 68.9 ' 1 I2L0 60.7 129.3 24' 36' 48' 60' 72' 36' .t d tD t0 tO .t 60.7 I 121.0 60.7 170.7 60.7 I 113.8 60.7 113.8 60.7 1 113.7 60.7 123.9 60.7 I 102.4 "60.7 102.4 60.7 I - 85.3 60.7 85.3 24' 36' 48' 60' 72' 48' 4 - t0 t0 t0 60.7 I 12L0 60.7 129.0 60.7 I 85.3 60.7 85.3 60.7 1 75.9 60.7 82.5 60.7 I 66.2 .- 60.7 72.1 60.7 I 60.7 60.7 ' 64.0 24' 36' 48' 60' 72' 60' et d t0 tO t0 60.7 I 74.3 60.7 102.4 50.5 I 50.5 60.7 68.3 - 1 - 60.7 62.0 ,. - 1 - 52.9 . 52.9 - - 47.2 47.2 25 -1/2' 37' 53 -1/9' 74' 25' to 60.7 121.0 60.7 179.0 60.7 1211.0 60.7 153.3 60.7 1211.0 60.7 160.1 60.7 115.0 60.7 115.0 25 -1/2' 37' 53 -1/8' 74' 38 -3/8' ✓ -r to to 60.7 121.0 60.7 145.0 60.7 103.9 60.7 103.9 60.7 98.3 60.7 107.1 60.7 77.9 60.7 77.9 26-1/2' 37' 53 -1/8' 74' 50 -5/9' a •t to n 60.7 109.9 60.7 109.9 60.7 78.7 60.7 78.7 60.7 61.6 60.7 72.0 - - 60.1 59.0 25 -1/2' 37' 53 -1/8' 74' 63' •t to to 58.2 58.2 60.7 88.3 42.4 42.4 60.7 63.3 - - 51.5 1 51.6 - - 39.8 39.3 SEE IN ' A' FUR NO. OF ANCHCRS AT D CR SILL 11 II l C; " I p t LII SEZ COLUMN 'A' FOR F ANCHCRS AD OR SILL 11 SURFACE APPLIED MUNTINS QP T ICNAL u .3/16" ANN. CLASS II 11 u II i% ' I I -14"1 IAi Y WINDOW WIDTH TYPICAL EL EVAT1ON ( xox ) OPERATING VENTS TO BE ±1/4 THE WIDTH OF THE WINDOW SURFACE APPLIED MUNTINS OPTIONAL - 1 A I I U GLASS I 1 1 II II 1! 3/16" ANN. GLASS - 1 r 11 (' 1 1 1 II I I 1 5' MAX. TYP. WINDOW WIDTH TYPICAL PI '-VATION ( XO OR OX ONLY ) i 6" MAX. = 3/16"" ANN. I GLASS I t 11 I It 1 i __• I 4- 116- 3/4'1.1Ax.1 TYP. 6" MAX. N O3 e 0 0 z EASED ON FTL -1386 DATED 7 -7 -96 TEST SIZE = 118' X 60 (X0X) TEST LOAOS - +67.5, -67.5 PSF DESIGN LOAOS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED CLASS 3/1 6 ANNEAL =r1 ! J1 MF= t1NG RAtt S NOTES L THIS STRUCTURE IS OE ED AS P THE SOUTH FLORIDA °UILOING CO0E 199.1. EDITION FOR DACE COUNTY. ALSO FOR WINO LOADS AS PER ASCS 7 -88 USING CORRESPONDING LOADS. 2. wCOO LOADS 8UCX5 70 TH E 2' OTHERS. MUST BE ANCHORED PROPERLY TO TRANSr�R STRUCTURE. 3. ANCHORS SMALL BE AS USTE3. SPACED AS SHOWN ON DETAILS. ANCHOR EM9E0m ENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINC OR STUCCO. A = ANCHCRS PER HEAD 8.- SILL 71E 1/4' GLASS_ REQD. AT FIXED LITE ONLY SERIES -400 ALUMINUM HORIZ. ROLLING WINDOWS COMPARATIVE ANALYSIS CHART BASED ON F11 -1364 DATED 2 -1 -96 TEST SIZE = 72 X 48" (XO) TEST LOADS = +91.0. -91.0 PSF DESIGN LOADS = +60.7. - 60.7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = 3 /1 6 ANNFA! c7 STANDARD MF =TINC RA1I5 Enqr. OR. HJM,TCUN FAROCC STRUCTURES FL _ P f 16 E. r: 1 r, /rim. • • • - • • • ••• • • • ••• - • _ • •• •• • • • • - DF=N;.LOA.k C.LPACIIY - PSF A = ANCHORS PER HEAD & SILL APPROVED AS COMPLYING WITH THE SOUTH RORIOA BUILDING COOE DA 2 ,2 o a o EY 7,000 PROM; 1 C OL Ot': SI011 8UILGING CC0E GOMPL :P.NCE OFFICE ACCEPTANCE No. J ,` rn N CV N tit 0 1) 0 -;i at I a 0 2 v` c 0 0 W 0 0 Z1 41 U N as CO c CO u .3 Crewing no. W97 -31 (sheet 1 of 4 ) SLIDING WINDOW WINDOW 11EIGHT LOAD TABI E REVISED NOTCHES R EMS E DESIGN LOAD CAPACITY - pSF HEAVY DUTY z 'rING RAILS XOX SIZES ONLY WINDOW D121S. HEIGHT ,L 3/18" -ANN. GLASS 1/4' -ANN. GLASS A WIDTH EXT. TNT. EXT. INT. 72' 84' 96' 108' 120' 2 4' 7 8 10 to 11 60.7 121.0 - - 60.7 121.0 - - 60.7 12L0 - - 60.7 1118 - - - 60.7 994 - 72' 84' 96' 108' 120' 36' 7 8 10 20 11 60 _ 99.6 - - 60 - 85.3 - - 60.7 76 7 60.7 85.3 60.7 67.6 60.7 94.9 60.4 60.4 60 7 85.3 72' 84' 96' 108' 120' 48' • 7 8 10 10 U. 60; 74.7 - .- 60.7 63.9 60.7 64.0 552 552 60.7 64.0 48.E 48.6 60.7 68.5 43.4 43.4 60.7 64.0 72' 84' 96' 1.08' 120' 60' 03 o 2 58 sa - - . 49.8 49.8 53.3 512 • 43.1 43.1 49.5 •. 49.6 - - 47.0 47.0 - - 45.0 45.0 74' 106 -1/4' 26' 7 10 60.7 121.0 _ - - 60.7 101.3 60.7 133.4 74' 106 -1/4' 38 -3/8' 7 10 60.7 90.9 - - 60.E 63.8 60.7 90.4 74' 106 -1/4' 50 -5/8' 7 1Q. 517 68.9 - - 46.6 46.6 . • 60.7 68.2 74' 106 -1/4' 63' 7 10 51.1 51.1 - - - - 40.0 40.0 SEE IN ' A' FUR NO. OF ANCHCRS AT D CR SILL 11 II l C; " I p t LII SEZ COLUMN 'A' FOR F ANCHCRS AD OR SILL 11 SURFACE APPLIED MUNTINS QP T ICNAL u .3/16" ANN. CLASS II 11 u II i% ' I I -14"1 IAi Y WINDOW WIDTH TYPICAL EL EVAT1ON ( xox ) OPERATING VENTS TO BE ±1/4 THE WIDTH OF THE WINDOW SURFACE APPLIED MUNTINS OPTIONAL - 1 A I I U GLASS I 1 1 II II 1! 3/16" ANN. GLASS - 1 r 11 (' 1 1 1 II I I 1 5' MAX. TYP. WINDOW WIDTH TYPICAL PI '-VATION ( XO OR OX ONLY ) i 6" MAX. = 3/16"" ANN. I GLASS I t 11 I It 1 i __• I 4- 116- 3/4'1.1Ax.1 TYP. 6" MAX. N O3 e 0 0 z EASED ON FTL -1386 DATED 7 -7 -96 TEST SIZE = 118' X 60 (X0X) TEST LOAOS - +67.5, -67.5 PSF DESIGN LOAOS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED CLASS 3/1 6 ANNEAL =r1 ! J1 MF= t1NG RAtt S NOTES L THIS STRUCTURE IS OE ED AS P THE SOUTH FLORIDA °UILOING CO0E 199.1. EDITION FOR DACE COUNTY. ALSO FOR WINO LOADS AS PER ASCS 7 -88 USING CORRESPONDING LOADS. 2. wCOO LOADS 8UCX5 70 TH E 2' OTHERS. MUST BE ANCHORED PROPERLY TO TRANSr�R STRUCTURE. 3. ANCHORS SMALL BE AS USTE3. SPACED AS SHOWN ON DETAILS. ANCHOR EM9E0m ENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINC OR STUCCO. A = ANCHCRS PER HEAD 8.- SILL 71E 1/4' GLASS_ REQD. AT FIXED LITE ONLY SERIES -400 ALUMINUM HORIZ. ROLLING WINDOWS COMPARATIVE ANALYSIS CHART BASED ON F11 -1364 DATED 2 -1 -96 TEST SIZE = 72 X 48" (XO) TEST LOADS = +91.0. -91.0 PSF DESIGN LOADS = +60.7. - 60.7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = 3 /1 6 ANNFA! c7 STANDARD MF =TINC RA1I5 Enqr. OR. HJM,TCUN FAROCC STRUCTURES FL _ P f 16 E. r: 1 r, /rim. • • • - • • • ••• • • • ••• - • _ • •• •• • • • • - DF=N;.LOA.k C.LPACIIY - PSF A = ANCHORS PER HEAD & SILL APPROVED AS COMPLYING WITH THE SOUTH RORIOA BUILDING COOE DA 2 ,2 o a o EY 7,000 PROM; 1 C OL Ot': SI011 8UILGING CC0E GOMPL :P.NCE OFFICE ACCEPTANCE No. J ,` rn N CV N tit 0 1) 0 -;i at I a 0 2 v` c 0 0 W 0 0 Z1 41 U N as CO c CO u .3 Crewing no. W97 -31 (sheet 1 of 4 ) SLIDING WINDOW WINDOW 11EIGHT LOAD TABI E REVISED NOTCHES R EMS E ° 0 W3 FOAM PAD TYPICAL ANCHORS c Tc r — TYPICAL ANCHORS 1'BY OR 2'3Y WOOD 3UCKS 12) wi (WEEPHOLE) W2 n W4 WOOD BUCKS NOT BY CURV - A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS - 1 BY OR 2 BY - W000 SUCK LOCKS LOCATED AT ±10 -3/4" FROM EACH END D N 1 r � I i -- - -- ri / r EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL _NCHORS: A. INTO 2" BY WOOD BUCKS 3/16" DIA. TAPCONS WITH 1 -3/8" MIN. PENETRATION INTO WOOD B. INTO 1" BY WOOD BUCKS OR INTO MASONRY 3/16" DLA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR GLAZED, 3/8" TYP. GLASS BITE, USING SILICONE BEDDING COMPOUND NO. OSI HM-270 AND ROLL FORMED ALUMINUM BEAD. SEALANTS; ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPHOLES: W1 - 3/8" NOTCH IN LEG AT EACH END W2 - 3/16" X 2" NOTCH 4 PER SILL W3 - 3/16" X 2" NOTCH 3 AT XO do OX SIZES 4 AT XOX SIZES OPEN CELL FOAM PAD (1/2"X 3/4"X 3 - 1/4") AT EACH W3 W4 - 1/2" X 1/8' NOTCH AT SILL TRACK AT 2" & 39 -7/8' FROM EACH END (XOX SIZES) AT 1-1/4" FROII EACH END (XO OR OX SIZES) Eigr. DR. HUMAYOUN FARCCO STRUCTURES FLA. P_ i; 16557 � • ••• • • • •. .• • • • • • • • ••• • • 1• • • • • • • • • • • ••• • • ••• • • • • • •• ••• •• • •• • • • • ••• • . • •a /•HAt. •• • • •• • • • • • •. ••• 19 . ••• • • • • •• • • • • • • • • • • • • • • • • • • 18 - TYPICAL ANCHORS 4 1 C 0 I D"' z 0 0 O 0 o v� W z r o crgQa4 vi �0� d W 3 e o Z (NI Q J 1 1' 1r- ra t o C I ' I Ij I - I 0I 1. i � I N 0 X g I t O 0 • I 4 3 Z 0 0 cz zIl- 3 < I z I D. O CC N o • 01.- n vl U W0 N = �o O EE W e rn to = T o I nu - I o Q N __ 2 I vl > L < I w w Cc v E Fr¢ W I N U o _ r i ,� 1 i I drewin5 no. W97-31 sheet 2 or 4 ! 1T # PART # • /atm! : I aES • oR • IIvT1QN • : • REMARK'S 1 10248 • •1 : LUAMt lEAD • es. 6063 -T5 2 10845 1 FRAME SILL 6063 -T5 3 10847 2 FRAME JAMS • ••• 6063 -75 4 11822 • H.D. FIXI; ME ;T12G• RAik • 6063 -T6 4S 10249 1/ VENT i . STD. F O:MEETiNG RAH.• 6063 -76 5 10846 1 • • • • SILL TRA& 6063 -T5 6 10250 2/ VENT VENT TOP /BOTTOM RAIL 6063 -76 7 - 1/ VENT • 1/1 BOX•ICF A •• CPTIONAL 8 10257 i 2/ GENT • i 1 VENT ■■ RAD_ " • 6063 -T6 9 11823 1/ VENT • 2.11. •T"'" iIC 4 •RAIL . STD. VENT INTERLOCK RAIL 6063 -T6 6063 -T6 9S 10256 1/ VENT 10 C -3055 4/ VENT WHEEL HOUSING & GUIDE NYLON Li C- 3056 2/ VENT ROLLER PIN STAINLESS STEEL 12 - C -3085 4/ VENT VENT FACE GUIDE NYLON 13 - 2/ WINDOW WEZ HOLE HOUSING & FLAP NYLON CR CELCON 14 - AS REGD. ALUM GLAZING BEAD ROLL FORMED ALUMINUM 15 - AS REGD. SILICONE GLAZING COMPOUND OSI HM -270 16 7916 -187 AS REGD. FINSEAL WEATHER STRIP 17 - - AS REGD. * 8 X 1' SMSPHP SCREWS ASSEMBLY SCREWS 18 10255 4 ALUMINUM VENT LATCH 6063 -T6 19 C -3081 4 LATCH SPRING CLIP STAINLESS STEEL 20 C- 3057 2/ VENT BRASS ROLLER 21 - 1/ VENT * 8 X 2 -1/2' SMS FIXED RAIL 30TTOM SCREW TYPICAL ANCHORS - O ( 93 STD. MTG. RAILS (FOR XO OR OX ONLY) IF"' WINDOW WIDTH EXTERIOR HEAVY DUTY MTG. RAIL XO LAYOUT OX OPPOSITE 1/4' SHIM MAX. WOOD BUCKS NOT BY CURV -A -TECH r MUST SUSTAIN IMPOSED LOADS a TYPICAL ANCHORS 4 Eigr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 0 I / n Z cc 3 n co Z W I Q 0 C:1 0.4 I CO r.. N C E+ U M r. O <4 If2 = o 0 U O C . v c 0 z z 0• J 0 0 O 02 co O co CC o O 1- LLI t` =�O W r o Q tV > 3 � cc O • I „� ¢ O c = Iv C 0 O m ••-•• i 1 a 1 J V drawing no. W97 -31 (sheet 3 of 4 0 scale: 1/2' _ 1' [dr.Ly 1 WAID fchk- by: --- 0) 0 0) 0 L. N I P 0i 1 z a - 1 0 rn 0 — (.4 N (0. 'l 0. 0 0 0 0 • • • • • •• • • • •• • • • • • • • • • dale: 10 -08 -97 1'evisions: no =dale_ -b c�escriPiion_ _ _ (SERIES 400 1 SLIDING WINDOW CURV — A — TECH CORPORATION 930 W. 23rd STREET HIAI_EAH, FL 33010 7EL.(305) 888 -9631 FAX.(305) 888 -9969 0 0 —. a( 0 W CO -1 (n Il m N L L,_ — N al 0 01 0 (4 N f ro -1 ".1 rn N `AL— PAROOQ CORPORATION - - - -- f y ENGINEERS, PLANNERS & PRODUCT DESIGN ' 1235 SW 87 AVE MIAMI, FLORIDA 33174 C TEL. (305) 264 -8100 FAX- (305) 262 -6978 ___,..( COMP— ANL \W97 -31CC) ID N • •MIAiv11 . ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Cury -A -Tech' Corporation 930 W. 23 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: Series 300 (S.T.D.) AIuminum Single Hung Window - under Chapter 8 of the.Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite' or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke -this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the.. South Florida Building Code. - • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1023.02 EXPIRES: 11/12/2006 Raul Rodriguez Chief Product Control Division THIS IS 'THE: COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 01/24/2002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGIR BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2555 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ 1s04500011pc2000 \ \tempiates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com E Homepage: http : / /www.buildingcodeonline.com Curve -A -Tech Corporation ACCEPTANCE No.: 01- 1023.02 APPROVED: January 24, 2002 EXPIRES: November 12, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE ' 1.1 This renews Notice of Acceptance (NOA) No. 98 -0513.06, which was issued on November 12, 1998. It renews the approval of a single hung aluminum window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami- - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION_ 2.1 The Series "300" Aluminum Single Hung Window and its components shall be constructed in strict.co_mpliance with the following document: Drawing No W98 -25, Sheets 1 through 5 of 5, titled "S -300 Aluminum Single Hung Window," prepared by Al Farooq Corporation, dated 3/25/98 and revised on 10/15/01, signed and sealed by Humayoun Farooq P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. - INSTALLATION 4.1 The aluminum single hung window and its components - shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Raul Rodri ez, Chie • Product ControLDivision Curve -A -Tech Corporation ACCEPTANCE No.: 01- 1023.02 APPROVED: January 24, 2002 EXPIRES: November 12, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) . The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Raul Rodriguez, Chief Product Control Division WINDOW WIDTH 48 1/8' \ D. L. OPENINGS D.L. OPG. (FIXED) A 1 ) 9 -3/4' 38 -3/8' 15- 15/16' 50 -5/8' ' 1-- 56' 24 -3/4' 63' 28 -1/4' .1 DAY LIGHT OPG. DIMENSIONS 1/1 WDW. WINDOW HEIGHTS D. L. OPENINGS 26' 9 -3/4' 38 -3/8' 15- 15/16' 50 -5/8' 22 -1/16' 56' 24 -3/4' 63' 28 -1/4' 74 -1/4' 33 -7/8' DAY LIGHT OPG. DIMENSIONS 1/1 WDW. WINDOW WIDTHS D. L OPENINGS 19 -1/8' 14 -1/8' 26 -1/2' 21 -1/2' 37' 32' 53 -1/8 48 -1/8 FALSE MUNTINS (SURFACE APPLIED) ' MAY BE USED 53 1/8' 48 D.L OPG. (VENT) 50 1/4" VENT WIDTH • TYPICAL ELEVATION 1 OVER 1 TESTED UNIT 0 � a • g N 4 MAX. TYP. HEAD /SILL FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 8 tap N - Cri e7 M 0 Q d a. 0 .3 CENTER ANCHOR AT HEAD & SILL REQUIRED DIN WIDTHS GREATER THAN 30' ONLY - DAY LIGHT OPG. DIMENSIONS TRUE COLONIAL WD1Y. D.L. OPENING MAX. WIDTH = 11' D.L. OPENING MAX. HEIGHT = 13- 7/16" 53 1 /8. WINDOW WIDTH 48 1/8. D.L OPG. (F XE ) 48 1 /&" D.L OPG. CENT) 50 1/4' VENT WIDTH TYPICAL EMA.71ON - t OVER 1 TESTED UNIT • M 2 W U � r MAX. n z O TYP. HEAD /SILL 0 W • _. m z CENTER ANCHOR AT HEAD & SILL REQUIRED ON WIDTHS GREATER THAN 30' ONLY Engr. OR. HUMAYOUN FAR000 STRUCTURES FLT. PEE # 165.:7 OCT 1 6 2001 . • . • •: •• • • ;. • ' .•• . • • • • 000 • • • • • • • • • • . • . ••• • • ••• • • 53 1/5" WINCCW • WIO ri . • ••• • • • •• • ;; • • • • •' • ••• • 1 • • o • • • • • • • • •• 0 0 • • • TRUE MUNTINS NOTES: • • • By e• • • • • • . • • • s. . • • • ••• • 11" D.L. OPG. DS3 -ANN. GLASS 50 1/4' VENT WIDTH TYPICAL ELEVATION TRUE COLONIAL TESTED UNIT WINDOWS SHALL BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS PRODUCT RENEWED ACCEPTANCE Na b/ -/° Z3 . n Z / PRI ' CT CONTROL DIV*.SION BUILDING CODE COMPLIANCE OFFICE 0 a N 4" MAX. i TYP. HEAD /SILL 1. THIS STRUCTURE 1S DESIGNED AS PEA THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 USING CORRESPONDING LOAOS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. . 1 ANCHORS SHALL SE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U ctI V � 3 N • C ..J c 0 ). to a a 0 0 0 t . m F 0, C) + 0 U 0 fel - a N O - U aa = m c 'O z 0 a �� 0 ■ r — a o 0 • 1 C a O drawing no. W98 -25 sheet 1 of 5 ) GNARLS REV. PER AS11.1 E-1300 GENEftAL REVISION BASED ON FiL -1962 DATED 3 -16 -98 TEST SIZE = 53 -1 /8" X 63" (1 OVER 1) TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = DS8 - ANNEALED COMPARATIVE ANALYSIS CHART SERIES -300 ALUMI`1IJM SINGLE HUNG WINDOW BASED ON FTL -1957 DATED 2 -25 -98 TEST SIZE = 53 -1 /8' X 74-1 /4' (1 OVER 1) TEST LOADS = +75.0, -75.0 PSF DESIGN LOADS = +50.0, -50.0 PSF • WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = 3/16'- ANNEALED BASED ON FTL- -1958 DATED 3 -11 -98 TEST SIZE = 53 -1/8' x - 63" (8 OVER 8) TEST LOADS = +69.0, -69.0 PSF DESIGN LOADS = +46.0, -46.0 PSF WATER INFILTRATION TEST = 8.0 PSF TESTED GLASS = DS8- ANNEALED Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 1 6 2001 . • • : ••• • • • . . .• • • • • • ••• • . • • - • • • • • • • • ••• • • • • ••• - • •• • • • • ••• • •.• ••• • • • .• • • O. • • • • ••• • i • • . • • • .•• • • • • . : .. • •• . ••• • ... • i • • .• ••. •• • PRODUCT RENEWED ACCEPTANCE I t o . d / - / 0 Z S o Z EXPIRATION DATE4 BY OD(icr CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1 c 0 0 z z w 0 z 2 z_ 2 0 M vl 0 N 0 N crs tp c 0 a , .3 u drawing no. W98-25 (sheet 2 of 5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF ANCHORS /JAMB 1 OVER 1 DSB-ANNEALED GLASS 1 OVER 1 3 /16 "- ANNEALED GLASS 1 OVER 1 1 /4 "- AwEALED GLASS TRUE COLONIAL DSB- ANNEALED GLASS WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. < +) 1NT. (-) EXT, <4.) INT. -j EXT, (+T 1NT. < -) . 19 -1/8' 26 -112' 37' 53 -1/8 26' 4 55.3 78.0 55.3 125.0 55.3 167.0 53.3 78.0 4 55.3 78.0 55.3 125.0 553 167,0 - 53.3 no 4 55.3 78.0 55.3 125.0 55,3 160.5 53.3. 78.0 . 4 55.3 77.7 - 55.3 105.8 55,3 105.8 53.3 78.0 19 -1/8' 26 -1/2' 37' 53 -1/8 38 -3/8' 6 55.3 78.0 55.3 _ 125.0 553 - 16 7 .0 , t 53.3 .. ,78.0 6 55.3 78.0 55.3 125.0 55.3 167.0 53.3 78.0 . 6 55.3 61.9. 55.3 122.0 55.3 122.0. 53.3 7.7 6 44.8 44.8 - 55.3 76.8 553 4- 76.8 53.3 • 7 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 6 55.3 78.0 55.3 . 125 55.3 167.0. - .. 53.3 - ' 78.0 6 55.3 - 76.8 55.3 125.0 55.3 167.0. 53.3 78.0 6 55.3 57.8 55.3 92.5 55.3 104.1 53.3 78.0 6 33.1 • 33.1 - 55.3 62.6 55.3. 62.6 •53.3 55.4 - 19 -1//' 26 -112' 37' 53-1/8 56' 6 55.3 78.0 55.3 . 125.0 55.3 167.0. 53.3 - 78.0 6 55.3 69.9 55.3 123.5 55.3 156.0 -` ° 53.3 78.0 - 6 52.3 52.3 55.3 84.3 55.3 99.6 . 53.3 78.0- 6 34.2 - 34.2 55.3 57.3 55.3 58.6 = 50.8 50.8 19 -118' 26 -1/2' 37' 53-1/8 6 i 6 55.3 78.0 55.3 125.0 553 167.0 53.3 78.0 6 55.3. 63.1 55.3 106.8 - 55.3 138.7 53.3 78.0 6 47.6 47.6 55.3 76.2 55.3 95.8 53.3 . - . 7L5. 6 32.4 32.4 50.9 50.9 - 54.5 - 54.5 46.0 46.0 19 -118' 26 -1/2' 37' 53 -1/8 74 -1/4' 8 - - 55.3 • . _ 125.11 .- __ - _-- 55.3= --- - 167.0 - -- -- - - - - - - - -- - 8 - - 55.3 90.0 55.3 . 127.4 - - 8- - - 55.3 66.7 • 55.3 83.6 - - 8 - - 47.9 47.9 50.0 - 50.0 - - BASED ON FiL -1962 DATED 3 -16 -98 TEST SIZE = 53 -1 /8" X 63" (1 OVER 1) TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = DS8 - ANNEALED COMPARATIVE ANALYSIS CHART SERIES -300 ALUMI`1IJM SINGLE HUNG WINDOW BASED ON FTL -1957 DATED 2 -25 -98 TEST SIZE = 53 -1 /8' X 74-1 /4' (1 OVER 1) TEST LOADS = +75.0, -75.0 PSF DESIGN LOADS = +50.0, -50.0 PSF • WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = 3/16'- ANNEALED BASED ON FTL- -1958 DATED 3 -11 -98 TEST SIZE = 53 -1/8' x - 63" (8 OVER 8) TEST LOADS = +69.0, -69.0 PSF DESIGN LOADS = +46.0, -46.0 PSF WATER INFILTRATION TEST = 8.0 PSF TESTED GLASS = DS8- ANNEALED Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 1 6 2001 . • • : ••• • • • . . .• • • • • • ••• • . • • - • • • • • • • • ••• • • • • ••• - • •• • • • • ••• • •.• ••• • • • .• • • O. • • • • ••• • i • • . • • • .•• • • • • . : .. • •• . ••• • ... • i • • .• ••. •• • PRODUCT RENEWED ACCEPTANCE I t o . d / - / 0 Z S o Z EXPIRATION DATE4 BY OD(icr CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1 c 0 0 z z w 0 z 2 z_ 2 0 M vl 0 N 0 N crs tp c 0 a , .3 u drawing no. W98-25 (sheet 2 of 5 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 7/8' X 2 -3/4' OPEN CELL FOAM PAD AT EACH WEEP SLOT 1 -3/4' X 3/16' WEEP SLOTS ---�� AT 2 -i/2' FROM EACH END • ;l 11 C • ,, TYPICAL' ANCHORS SEE ELEV. FOR SPACING SINGLE HUNG WINDOW 1 OVER 1 J W000 BUCKS NOT BY CURV -A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE.. N HOR INTO 281 WOOD BUCKS OR WC00 STRUCTURE 3/16' TAPCONS WITH 1- 3/8' MIN. PENETRATION .INTO WC00 INTO 1 BY W000 BUCKS OR INTO MASONRY 3/16' DIA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY MAIM jaaragaZ USE ADHESIVE BEDDING COMPOUND OH 10 SEALANT NO. OS 1 -HM -270 OR EQUIVALENT COLOR TO MATCH GLASS & METAL FINISH • • FRAME CORNERS, FRAME SILL INSTALLATION SCREWS. VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT 1 BY OR2BY WOOD BUCK tBYOR2BY W000 BUCK 3/8' FOR 3/16` & 1//4' GLASS 5/16' FUR DSB GLASS • _ O VENT WIDTH TYP. GLASS BITE EXTERIOR WINDOW WIDTH Engr. DR HUMAYOUN FAROOG STRUCTURES - FLA. PE / 16557 OCT 1 6 2001 • ••• • •• • • • • • • • • . • • • 000 • • • • • • • • • • • • • ••• • • 000 • • • • • 0410 •• • • • 410 • • .• .• • • 0.0T • • • . • • • • •. ••• • • . • . • • • • • : • : . • o • ••• • • .• . • •- • • •.• .. • • 1/4' SHIN O D MAX. ••• • • • • • • WOOD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOA DS - D.L. OPG. BY • PRODUCT RENEWED ACC>:PI'ANCE No. Oi-t0 2 3.8 Z LYPIRATION DATE N I / 4 " 4 ! 1 . .. 411Pr' ' • •DUCO •oL` 'LVLSION 'LNG CODE COMPLIANCE OFFICE m � vv 2 CD zW to n N CO U N o 0 M O cn UW z M O' > '' � • ao O << Oa^ —m 124 CI3 cn I z,� '-, zN 0 0 n z 0 z z N Z TYPICAL ANCHORS T N FDR SPACING A -SEE ELEV. AND CHAR 4 10 'm • m O c a O Wp Q Et Q 1) co I I 0) , ' 2 0 & rn 5 J 0 m m m at n 0 a O a 0 (0 0 0 0 0 • it 0 a ) drawing no. W98 -25 Csheet 3 of 5 TYPICAL ANCHCRS SEE ELEV. FCR SPACING r !, a 1 '...• 4 11WW • 1 -3/4' X 3/16' 4E? SLATS AT 2 -1/2' FROM EACH END • • • 4 n A z W 1 e • P TYPICAL. ANCHORS SEE ELEV. FOR SPACING S NGLE HUNG WIN OW TRUE COLONIAL 1 BY OR 2 BY WOOD BUCK_ 1 BY OR 2 BY WOOD BUCK VENT VIDTH TYP. GLASS BITE 3/8' FOR 3/16' & 1/4' GLASS 5/16' FOR 053 GLASS F , 4 1 74-1177 4 r H I L7 1 IJ ELL OPG. EXTERIOR VINDOV VIDTH Engr. OR. HUMAYCUN FARCOQ STRUCTURES FLA. PE # 16557 OCT 1 6 2001 VQQD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS 0.L OPG. 10 1/4' SHIM CI 1 MAX. d a � PRODUCT RENEWED ACCEPTANCE No. OF D t/ . 6 Z E p �' , 'G 17 IRATION DATE A.64.,#1 5(r / 2 1" `°7 PRODUCT CONTROL DIVISION EILTEL7LNG CODE COMPLI.ANCZ OFFICE • TYPICAL ANCHORS - SE= ELEV. AND CHART FOR SPACING d trI v z O O ( r 0 0 0 \ e C is .v` n 10 0 0 n W 3- J no. Crowing W98 -25 ;sheet 4 of 5 SINGLE HUNG WINDOW FAX.(305) 888-9969 WINDOW HEI PART # REQD. DESORPTION: • • . • i 7.- , • • - • • ••• • R - C -3001 1 FRAME HEAD: . •:• • i • • 63 -T5 (ALUM) ri C -3002 1 FRAME SILL 6063 -T6 (ALUM) C -3003 2 FRAME JAH3 • ••• . (ALUM) C-3004 1 MEETING RAIL • • • •• . • • III • 6‘63!16 (ALUM) __C -3005 _ __ 1- SASH TOP RAIL :,, • • 6063:6 (ALUM) - - . - C -3006 1 SASH BOTTOM RAIL 6063 -T6 (ALUM) - - - r .• • • • •• •• - •• C-3007 2 SASH SIDE RA, ° v.. _ e • 606 (ALUM) ro - AS REQD. ASSEMBLY SCREb • • • • • • •11 4E0 X 1' P.H. PHILIPS CRS C -3085 4/ VENT FAC GUIDES 2 -3/4' FROM ENDS L AT MIDSPAN NYLON C- 3009 2/ VENT SASH LATCH AT 6 -1/4' FROM ENDS 6063- T6(ALUM), 4/ S.S. LEAF SPRING 12 3017 -G AS REQD. FIN SEAL PILE ULTRAFAB 13 C -3011 AS REQD. 1JEATHER STRIP BULB VINYL VIBCRG 14 - AS REQD. SILICONE BACK BEDDING OH 10 SEALANT OR EQUAL 15 - AS REQD. ALUM GLAZING BEAD ROLL FORMED ALUM 16 - 2 BLOCK & TACKLE BALANCE 5/8' 30X, BLANCE SYSTEMS OR EQUIV. 17 C -3010 AS REQD. HQRIZ. MUNTIN 6063 -T6 (ALUM) 18 C -3014 AS REQD. VERT. MUNTIN 6063 -T5 (ALUM) TYPICAL ANCHCRS SEE ELEV. FCR SPACING r !, a 1 '...• 4 11WW • 1 -3/4' X 3/16' 4E? SLATS AT 2 -1/2' FROM EACH END • • • 4 n A z W 1 e • P TYPICAL. ANCHORS SEE ELEV. FOR SPACING S NGLE HUNG WIN OW TRUE COLONIAL 1 BY OR 2 BY WOOD BUCK_ 1 BY OR 2 BY WOOD BUCK VENT VIDTH TYP. GLASS BITE 3/8' FOR 3/16' & 1/4' GLASS 5/16' FOR 053 GLASS F , 4 1 74-1177 4 r H I L7 1 IJ ELL OPG. EXTERIOR VINDOV VIDTH Engr. OR. HUMAYCUN FARCOQ STRUCTURES FLA. PE # 16557 OCT 1 6 2001 VQQD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS 0.L OPG. 10 1/4' SHIM CI 1 MAX. d a � PRODUCT RENEWED ACCEPTANCE No. OF D t/ . 6 Z E p �' , 'G 17 IRATION DATE A.64.,#1 5(r / 2 1" `°7 PRODUCT CONTROL DIVISION EILTEL7LNG CODE COMPLI.ANCZ OFFICE • TYPICAL ANCHORS - SE= ELEV. AND CHART FOR SPACING d trI v z O O ( r 0 0 0 \ e C is .v` n 10 0 0 n W 3- J no. Crowing W98 -25 ;sheet 4 of 5 SINGLE HUNG WINDOW FAX.(305) 888-9969 WINDOW HEI r 2.050 . 1 1.250 3 1.094 1.062 .062 .750 FRAME HEAD C -3001 6063 -T5 L1.046 MFETING RAIL C -3004 6063 -T6 � ' (� 84 .984 1.062 2SL� L1.312 —1.624 L062 .062 ,r .812 L_ .062 -.062 t u SASH TOP RAII C -3005 6063 -T6 • .062 1.500 SASH BOTTOM RAIL - C =3006 6063 -T6 1°--- 2 .062 SIB C -3002 6063 -75 SASH SiOF RAIL C -3007 6063 -75 1.594 .812 3 2.173 .8 47 -1 .96a HOOK LOCK C -3009 6063 -T6 E 1.376 1 .062 .812 .062 - �f 5001 HORIZ. MUNT1M C -3010 6063 -76 - { .062 812 I UD 1 VFRT. MUN11N C -301 6063 -75 1.014 .062 2.000 1�-- 2.062 FRAME JAM C -3003 6063 -75 FRAME CORNER DETAIL V NT 'E ± E O �FTAI E .1gr. OR. HUMAYOUN FARCCQ STRUCTUR FLA. P°_ # 18557 6 2001 • • • ... -- .•. • ••• ..• • • • • • • •• • • • • • • • • • • • • • • • ••- • • •• • ••• • • • • • ' •• • • • • • • • • • • • • • • • • • • . • • • • ••• . •• • • • � • .• • .• • • • • • • • • • • .• • •• • • • • ••• •• MUNTIN COPING DETAIL PRODUCT RENEWED ACCEPTANCE No 0 frf () Z') . OZ 00RATION DA IV/a/finks 1121 0 06 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE z O -o C. fr O to 1 ZW C ¢ <I C o ( / co O Ct --. W v 1 z w -� ( • Si s ! CS CO N CO U 0 CO 0 C c T 0 Crowing no. W98 -25 (sheet 5 or 5 24 / @6/2QE1 12: ZS MIA.NI - 0 ACE • 8 UILDING CODE C0 PLIANCE OFFICE PAWOUCT CONTROL DIv1SIO;i Rev. Cc:ober 20L`c 0:. c- LS CAF TSLcPHONE (305) 3= 3.2902 FAX (305) PACs ee hMIAtMI- D.ADE COUNTY. FLOR!D,. (METRO -DADS FLAGLER BUILO(i'G .0 wIrr FLACLER STREET. SUITE 1605 i•lt -i' It, FLORID. 37116.1565 :171.5131 PRCIDIXICONERICILAFELICallAECIRNOTWECIEACCEEMSNCEMA) - &-LABORATOIVECERNIFICIATION This opplicition is required to request the issuance of Notice of ,Acceptance (N0.1,) ar Testing Laboratary Certification. rIce.sc type or print all the Information requested and sire on the hack tide of the npnlientinn in the ct,ncr nrt itled- (l) Legal Name of Applicant: (2) Address (Manufacturing Plant) (3) City. State, Zip Cede: (4) Name & Title of Contact Person: (5)Tcicphone / Fax Number: • (6) Mailing address, if different: (7) City, State, Zip Cade: (3) Chea-k :II applicable boxes Please see beck at for definitions 0 I am applying as .:n Association member Provide Name and Ac=ct :nee Nc. of A ;sociatien APt'LICAtNT'S INFORMATION C U 2 reGN Goe The Home of the applicant must Se the Ie ;al name. Trade or obe names are not allowed. � 73 S ? 23 g .5 72 66 7 f:' /!-> LC 5= 2...1 (Must cc an ommciai aC the company) Cam- ) £ B — 9G i PURPOSE OF APPLICATION NO (9)Encer name of product or system n 5�2/�S Pw- G2o� ,G4.4), (12) Check one of the following boxes, only if applicable (.3 � & B -903 c Lab Certification Nc � Revision (Provide Existing Number and E pirtien Dot_) This name wilt appear on 14c A y ''./ X c ' /,�/Gcw C Rcr.ewai (10) (Under development) anillIllIllM *(11) Fee E.nc1osed: 3 Soo make check payable to • - Dade County, Building Cade Compliance Office - . F=_ are non- cefund=bie The Iezel name of the applicant must be printed on the cited. (Provide _:istins Number and cepiration Cate) C I am applying with 1 Private Labe! Agree. ^.,c.^.: P-ovide Norm_ and Ac_a-vane= No. of Private I-.=beicr T7- TS SPACE 7 FOR T- T USr'_ OF THT; r3UTLDTNG COO 1\171.TANCF OFFICE ONLY Application Number: Check Number: Dztc R_._ :•+c�: Fe_ Amount: e 12:25 '_ -Bee- —3e:a • Applications for the issuance of MCA's must be cornpietcly filled out by the manufacturer of 2 product and/or system stetting the acceptance. in the Metropolitan Ntianti•Cade County jurisdiction. of said product and/or system. Or by an tndcpen.sent testing laboratory seeking to be certified to pt.-r(onn testing for products and/systems to determine compliance 'with the South Florida Building Cade and submittal to the lriianti- Oade County Building Code Compliance Off c . The applicant must submit with this application all deeutncnts listed in the applicable chcrtlist(s). along with the applicable fee. All products requiring to be listed with an approved coating agency. MOO be. at time of application. part of a listing program by an approved testing agency having unannounced follow -up service_ A copy of the current fisting shall be included in the submittal. Said listing must be maintained during the life a( the NCA. NOA: A doctuncnt prepared by thc Product Control. aceepring the applicant's request. NOA's are only issued to a manufacturer of a product and/or , system. • lab Certification: A certificte issued to-independent testing; laboratories autharicrd to perform testing based on a specific standard u listed in the certificate. • Nt'w (Application): A request for the issuance of an NCA for produce and/or systems that do not presently hold a current NOA. Or request for the issuance of a ccrtiteate to independent laboratories that do not hold a current Laboratory Certification. Estimated time of processing is 180 days. Revision: A reissue-It by thc holder o( a current MCA sacking a change or modifcation to the product and/or system accepted and listed by such NCA. Cr a request by the holder of a torrent laboratory certificate seeking a modification of such e_:tifteate. Estimated time of orocessin5 ix 120 days. • C•tOE '"£T =Ls c:R= FILING INSTP UCTIO '4S/'DE• FINI T IONS • Acne-. al: A request by the holder of s current NOA setkint an extension of the expiration date of such NOA. Ora request•by the holder of a current labura:ury c:rtttcate st.ZLing an cttension of the expiratian date of such certificate. if the evsting NO.{ or Laboratory certificate has expired, by thc time the application it submitted. it is cortsidcreti a new application. instead of a renewal. Thc appiicasion requires a ssatemen( !tom .thc MCA/Certificate noisier that tltc product/system/laboratory has rue changed in any shape or forte. Estimated tinge of pro:cuing is 60 days_ rrlv.te labeler Agreement: An agreement between Use applicant and the manufacturer of a product or system, holding a current MCA. to have the manufacturer. manufacturer the accepted product or system under the applicant's name Thc agreement shall be on the Conn provided by the Product Control Division_ The properly executed agreement shall be part of this submits J. Applicant ": xt. tstanecs, based on private labeler ■greemcnu arc subjcrt to be. removed if the manufacturer fails to maintain said INCA current. These acceptances shall have the same expiration date as the aspiration date of the manufacturer's SCA. 1]tstributor Agreement: All applicants who arc manufac :umrs with domicile outside of thc United States. must Mc with this application. a distributor agreement. Such abrccment shall be made with a company with a domicile within thc United Sutra. The agreement shall be an thc form provided by the Product Control Division. The properly executed agreement shall Se part of this submittal. Association Members: Applicants applying undo: this cote :pry. agree to bc bound by all the conditions set forth in the association ac: :stance. FEE SC- iEDULE Application issuance of an HQ I. New application. including those under Private Labeling Agreement valid up to 5 year. 2. Revision valid up to expiration date of original NCA 3. Renewal , prior to expiration date valid up to 5 year 4. Renc.. l aim: expiration date valid up to 5 year :. „ . 3) Application for issuance of laboratory Ctniticate 1. New Applic:ion valid up to 5 Revision valid up to expiration date of original Cc:tiftc :tc 3. Renewal. prior to expiration date valid up to 5 year _. .... - ... 1 • Renewal after eaoiratian date valid up to 5 )cars... „. .... „. .. C Review of Cistribut0r Agreement._ C) Other (tea 1. Special Project to ;ncludc: (test blue application) a) Onetime Approval b) Review of Proposal c) Review to create criteria Z Certificate of Competency valid up to I year (Use green application) 3. Revie•• of alternate type of producta. material or method of ac_ign valid ups tot Note: This office is authorised to cailece a) Travel expenses incur-td in the process of :anduc:ing inspections. b) Recording (eta from the applicant in connection with those matters to bc recorded. c) A (c: based on ae:uai ta(! time and cyst (or msue.- that ar extraneous to its activities. 2 /c�/ S it F S:-r,2,^ -isi t ,`Name and Titla c(Autnori :ca Representative t ' test be an official of ;11c company) I . m ature of nutnon :3rescntativc yc =r CI<NOWL.CIDGMENT The information prp•ided with this Submittal. is true and correct to thc best of my knowledge' and O.:fief. l understand that any information 'tat 1 pro-''lc ;viiami -O :de County. is subjec• to public inspection and rereose under the Public recarla 12w 3( the State o(F or.d_. FS 1 19. Crawinv. anaor say 3tihcr design information. not included in the NOA, may bc subjec: of leder” ..u;~ight protection. (ll is the adm ; policy of i�c Building Cole Campii3nec Off ee to noels' you when a request has bean made 'e,r- v; the.inforrtharion in out- vr lies. Caoyrirnte! material may (101 ar kna`vingly made available tot duptt ■cation without the X:'nis: ion of the holder of the copyright.) 1 further state that 1 am in :gft :meat w it( 2J1 the conditions listed herein. P Se ✓ (x.co S 3.5 CC. r Caic ...bk. 1.y: W 1111661 WINOOW 1 MGM W. I ENG111 W I I I - W. 1 ENG 1 I 1 ,1,1 10: 11/ - IS -02 I 1111111U: I /r.. I ••- (r d: • bY: 11A/110 .405' MII1 CI ASS DITE C) 3-. ).> I 1 1 - 1 .70 2 2 c? 0 0 1 IA P 0 0 n i 0 A 11) ti /1 ii i EA ° M 4) -1 In 0 - n 0 z 0 - 7 , 1 r: 0 1 al.....)1/1 7 I ifi C- 1 :0 01 1, 191.1 3 0 1 l 9 f 0 ..., :... c: AI 1. :4 , la In tn a u C / 0 in fil la 31 -I ill r. c.. 13 l Cl ■fi C " ol o .1 '1-. ., 0 u1 " 1,3 - 10 Y: In IT1 1 t -‹ )- - V 0 1 ?? .2 t 1 * :9 0 c n :1 :47 in f a. 1- 01 0 ' - 2 r 1-.) al o -I 3. T. In (1 0 VI M 0 4.. Ul .- ..1 : 3 0 ) 0 .17 r a. ' - I) , ) p) (2 31 < In 0 al '7 f: : 0 (11 1 11 n 2 (9 n .1 I A: 0 1, c. 19 n z a a i - • . if) 1 ..0 m W I MOTH • 1 W. IftIGT!! . ...__ __- , -------- t5 -------- n _----- o . I z rn - 0 - o GI ',.. xr z h.. I- -- •0) - 0 717 ;II 2 4 . i- C3 o 6" MAX. FROM ENDS 6"_MAX. FROM RIDS 1 6200 ALUMINUM FIXED WINDOW -t) P ut 4-1 -11 CURV-A-TECH CORPORATION 930 W. 23rc1 STREET HIALEAH, Fl. 33010 TE1.. (305) 808-0631 FAX. (305) 888-9969 74" WINDOW 11FICI IT 71 1/6" Q.L. OPG. 74" WINDOW 11EIGIIT 4.. 15 1/2" MAX. J [ ill I a c o 1 f3 r . _____,. z .,.., i 0 in ii) o p 0 Ti 4 - i in ta in 1 1 6 31 -0 - A FAROOQ CORPORATION ENGINEERS, PIANNERS de PHOONC1 01 1235 SW 87 AVE MIAmI, 11.01110A 33174 TEL. (305) 264-0100 FAX. (305) 262-6070 0.\ty02 wit 4. I th i u N o , 0 1 P I ' t.1 N , 1 a 1 � 1 � 1 I 1 i , 0 1 4^ 1 P lb 1 LE.V1_: . --[ 01 Ul - x 1 x [ x 1 [ x 1 x x l x X I x 39.4 1 39.4- 42.5 1 42.5 57.3 1 57.3 66.7 1 86.3 x 1 x x 1 x X 1 X ✓ 43.9 1 43.9 4 .3.7 1 43.7 ✓ 48.3 I 48.3 I 62.2 I 622 66.7 1 88.0 r x 1 x 44.4 1 44. 4 47.5 I 47.5 - 50.9 1 50.9 55.9 1 55.9 66.7 1 69.0 66.7 1 90.3 43.9 1 43.3 - 47.3 1 47.3 51.7 1 51.7 1 57.2 1 57.2 65.55 1 65.5 66.7 1 77.0 68.7 1 93.3 x 1 X x 1 x 39.4 1 39.4 4..7 1 43.7 50.9 1 50.9 57.2 1 57.2 85.5 I 65.5 66.7 1 75.3 66.7 1 825 86.7 1 97.3 C -) 1 1N7. C -) 1 i 9:VC30RS TYPE 'A' 11 J x 1 x x I x T x 1 x T 38.3 1 3a..z. 1 4,,4- 1 41.4 423 1 42.3 46.0 1 46.0 50.1 1 50.1 1 58.3 1 18.3 66.7 1 78.1 1 66.7 1 98.0 J x 1 x 1 x 1 x 38.1 1 38.1 41.4 1 41.4 43.1 1 4z.1 1 46.5 1 46.5 1 50.5 1 502 1 55.7 1 55.7 1 65.3 1 652 66.7 1 80.4 1 66.7 1 100.0 33.5 1 33.5 [ 34.4 1 34.4 r 39.8 1 39.3 r- 42.3 1 42.3 46.5 1 46.5 1 51.5 1 51.5 56.3 1 56.3 63.2 1 63.2 66.7 1 72.7 66.7 1 83.3 66.7 1 102.5 36.1 1 36.1 37.1 1 37.1 40.3 1 40.3 46.0 1 46.0 1 50.5 1 .50.5 56_3 1 56.3 63.0 1 62.0 66.7 1 71.0 66.7 1 77.8 66.7 1 87.5 1 66.7 1 108.1 39.0 1 39.0 40.0 1 40.0 45.0 1 45.3 50.1 1 50.1 1 55.7 1 53.7 63.2 - 1 53 2 66.7 1 71.0 1 66.7 1 81.3 66.7 1 85.7 66.7 1 93.3 66.7 1 111.1 c - INT. c -) 1 1 8.10 1 62.06 1 - 3 1 6 9o.4 1 70.2 98.7 1 777 1 99.7 1 95.3 1 100.0 1 96.5 100.0 1 108.4 1 100.0 1 117.5 1 100.0 1 131.5 1 100.0 1 154.2 1 100.0 1 193.5 1 86.3 1 69.5 1 87.7 1 71.5 j [ 92.3 1 78.0 1 99.7 1 852 [ 100.0 1 75.2 [ 100.0 1 85.3 100.0 1 98.0 100.0 1 114.4 100.0 1 136.6 [ 100.0 1 153.6 100.0 1 197.3 f 1 91.3 1 78.2 92.5 1 30.4 _J 96.9 1 87.7 100.0 1 96.E L 100 1 a. - 100.0 1 96.5 - 1 100.0 1 110.3 100.0 L _ 128.7 100.0 1 143.5 100.0 1 164.4 100.0 1 202.4 98.4 1 89.4 992 1 91.9 100.0 1 100.3 100.0 i 108.4 i 100.0 1 A8.0 100.0 1 100.0 1 94.5 100.0 1 110.3 100.0 1 132.3 - 100.0 1 165.4 I _ 100.0 i - 209.3 100.0 1 104.3 L 100.0 1 107.2 100.0 1 113.1 100.0 1 117.5 100.0 1 114.4 1 100.0 1 125.7 ` 100.0 _ 1 110.3 1 100.0 1 128.7 1 100.0 - 1 15 1 100.0 1 135.0 1 100.0 1. 210.0 1 zx r . ( INT. C -)1 u a .1 • 0 0 n O ) 01 U� 01 1 u t4 N - A 1 t N m 0 P On X J rn m at Iv x X a b1 X x X x m CO L4 o 01 10 v 01 0 0 0 bt Jun .): 07 -I5 -02 r c.a.: 1 /2• -t' -a: ) Lill,. by: x 0 A 0 0 0 0 m a 0 Ia a a V (.1 0 N I evisiorts' n��l�le 9 o h N m o h x • X a 0 L 0 I J a P 1• x al m y a) X 0 0 0 0 0 m a (1) (n 0 I I . 1J o u IA na N 0 0 {- A iJ 0 0 1a (4 [11 x (11 V 01 .1 0 0 O 0 to I0 10 rn V a 0 0 a an 0 p 0 co y a m Pt V 0 0 x X X 01 P _esc Oft X x a m P P 1• W 2 N a+ b 1 1 f � m A p to a u 1• a a.1 N • rn o f 1' r P 0 0 O 4 x 0 X ca L, w x n 0 0 u In In a 0 0 03 in P X 11 L 13 rn 9 x 0 U V 14 w rn (4 -4 0 0 x m Vi a V v 9 (4 00 0 0 on 0 O 0 0 U to to m V m 0 p 0 O U (, 10 a 0 Q O rn of u, 02 PI y P 0 0 0 O P 00 0 6, ED L, X X X x x x Ca N of 0 P 1 1 1 1 1 x >l x oo P CO 0 ¢ t o 1 N o t t 0 .p 0 o x X X x x x 10 K x x X X x x x x 0 O O ; 4) 0 0 O to x X G1 1 ` P f- x x 01 PI x X la a a In 01 V, n W 0 0 O m 0 4- PW -6200 ALUMINUM FIXED WINDOW CURV—A--TECH CORPORATION 930 W. 23rd STREET IIIALEAII, FL 33010 TEL (305) 888 -9831 FAX. (305) 888 -0969 x x 0 0 0 0 x x x v of (.1 u P+ w (A 0 O 0 0 pi o u t O p Oo 1 / 1 1 1 1 x x X X 00 N N y P4 V 0 O x X X 10 0 N a y to ip x x (.1 PI u J ip 0 O O 0 1 P N 0 0 F 0 N a 0 p in 4 1 4 1 1 4 1 1 1 1 1 01 x x w a 0 0 O 0 : v a 0 1 V Q( 1� m Lo iy 0 I o 0 ut La 0 an w t] x x ld 0 n x n 0 0 a U 10 in c (d k 1.1 11 .1 P P 0 0 0 Lit -•1 i '4 on ta 10 1. 0 C. 1 ENGINEERS) PLANNERS dc 'PRODUCT DESIGN 1235 SW 07 AVE 1 ' MIAMI, FLORIDA 33174 71 0W DIMS. -LNC30RS TYPE '3' 2/4" TF.3d?. G..►.S5 V 7, 77-4 L. NC i • -. EXT. C-) 1 :?VT. C -) 1111(111%11111 op r h h 'f i n 2/L3" ANY. GLA. 5 100.0 1 i 190.4 1;4" 17.10 100.0 i 150.7 2/4" =:e. G 5' 100.0 i 127.7 .-•„ t.) r MIT. C-) 100.0 1 113.1 ENT. C-) 1 100.0 1 103.4 66" 96.9 1 96.9 25` 928 1 928 66.7 I 1 " 4 .1 90.4 1 90.4 210.0 89.7 1 89.7 56.7 82.8 1 828 55.7 l 113.2 80.9 1 80.9 18' 1 ICC.O 1 210.0 100.0 1 187.3 24. 56.7 1 38.9 100.0 i 148_Q 30' 17'_.3 100.0 i 124.5 36' 63.5 100.0 1 109.5 42' 99.5 1 99.5 48" - 72" 92.5 1 925 54 76.4 87.7 1 87.7 50" 150.7 54.5 i 84.3 66" 45.1 823 I 82.3 72' 56.0 82.2 1 76.7 74 ' 138.1 30.1 1 74.6 18' 19 -1/8" 25 -1/2" 37' 48' W-1//r" 74' 100.0 1 187.2 24' 91.9 100.0 1 147.2 30' 100.0 - 100.0 1 123.5 36' 100.0 100.0 1 108_7 42" 78.1 . 98.4 1 98_4 48" 74' 91.3 1 91.3 54" 100.0 86.3 1 86.3 60" 60.8 83.0 1 83.0 56' 100.0 80.9 1 30.9 a 100.0 80.1 1 74.3 74' 48.7 80.0 1 726 18" 100.0 100.0 1 185.9 24" 100.0 100.0 1 145.8 30" 45.4 100.0 1 1222 36" 100.0 100.0 1 106.9 42. 78" 96.4 I 96.4 48" X . 89.1 1 89.1 54' 100.0 83.3 1 83.3 60" 100.0 80.2 1 80.2 66" - 5/ 8 . 77.7 1 77.7 18' 66.7 100.0 1 184.2 2 30' 100.0 1 143.9 30" 190.3 100.0 1 120.1 36 66.7 100.0 1 104.5 42` $4" 94.0 1 94.0 18' 47.6" 86.3 1 86.3 54" 59.1 _ 80.3 i 80.3 60" 100.0 76.7 1 76.7 DESIGN LOAD CAP - ?Sr AiYC30RS 77 DOT 0 LS. kYC3CP.5 T"''° 't," \. 7 i r! 1 L:`.CT LYC20R. i c nS ."3• 2/L3" ANY. GLA. 5 L/4" a:`r(. GZ.:..SS 1;4" 17.10 . GLASS 2/4" =:e. G 5' w•r 1 L2ticTrm .-•„ t.) r MIT. C-) C<T. C -' i IN T. ( -) ENT. C-) 1 NT. C -) yCT. C ., 1 ii\lT. C-, 190 -t/8' 25 -1( . 48' `..: - i /8` 74' 25` 56.7 j 1 C9.2 66.7 I 1 " 4 .1 1CC .0 1 210.0 100.0 1 210.0 56.7 99.7 55.7 l 113.2 100.0 1 161.3 1 ICC.O 1 210.0 66.7 78__ 56.7 1 38.9 10 C 1 17'_.3 100.0 1 175.5 63.3 63.5 56.7 1 49.1. 100.0 158.1 100.0 ( 1. 56.9 16S 56.7 76.4 100.0 1 150.7 100.0 150.7 45.1 45.1 66 56.0 100.0 100.0 138.1 100.0 138.1 19 -1/8" 25 -1/2" 37' 48' W-1//r" 74' 38 -3/8 66.7 91.9 66.7 104.5 100.0 - 1 206_ 1 100.0 205-1 88.7 78.1 66.7 56..5 1 100.0 100.0 164.0 100.0 170.8 60.3 60.8 66.7 75.3 100.0 47 117.4 100.0 134.5 - 48.7 48.7 60.1 50.1 100.0 60' 120.7 100.0 128.5 48.4 45.4 55.1 55.1 100.0 103.4 109.1 100.0 120.7 X X . 38.0 38.0 100.0 1 97.9 100.0 104. 1 19 -t/8' 26 -1/2' 3i 4$' 53 -1/8' 74 X 19 - 5/ 8 . 65.7 85.1 66.7 96.7 100.0 30' 190.3 100.0 190.3 58.1 58.1 66.7 78.7 100.0 1 151.3 100.0 151.3 47.6" 47.6 59.1 59.1 100.0 I 113.7 100.0 125.1 X X 49.0 49.0 100.0 1 91.3 100.0 117.3 X X 45.5 45.5 100.0 1 82.7. 100.0 111.7 X X X X 88.9 1 74.2 88.9 88.9 -i/8' - 1 37' 48' - r / 74' S7` 86.7 829 66 7 9d.2 100.0 { 186.0 100.0 188.0 51.8 55.8 66 :7 73.1 100.0 1 145.5 100.0 145.3 40 3 40.9 51.3 51.3 100.0 1 105.4 100.0 118.4 X X 64.3 41,3 100.0 { 81.3 100.0 1 1065 X X •`2.5 - 42.. 100.0 7.x,.1 100.0 1 104.3 X X X X 84.5 86.3 65.9 84.5 1 84.5 t9 -1/8' ZS -1/.' 3i 48` 53 -t /8' 74 �� 6fi_T 81.4 66.7 I 925 100.0 1 1825 100.0 1 182.5 47 2 47.2 66.7 i 70.2 1.00.0 36" 141.4 100.0 1 141.4 X X 46.2 1 4625 100.0 100.0 113.3 100.0 1 113.3 X X 40.9 1 40.9 99.5 102.3 91.9 99.5 1 99.5 X X 40,3 1 10.3 96.3 83.0 96.3 1 96.3 98.7 X X X I X 8;.8 90.4. 59.3 81.3 1 81.8 19 - T/8' 37 I 66.7 1 79.2 66.7 1. 90.0 100.0 33.0 17'4.7 100.0 1 177.7 43.5 1 43.5 63.3 1 33.3 100.0 136.0 100.0 1 136.0 74 -1/4• x 1 x 37.7 1 37.7 100.0 106.= 100.0 I 106.5 91.1 1 91.1 86.3 ! 86.3 WINDOW DDeIS. AiYC30RS TY'P? '3' 2/4" TEMP. CT-4.S5 \. 7 i r! 1 L:`.CT =XT. C -) 1 DVT. C -) 100.0 1 210.0 100.0 1 185.0 100.0 1 163.1 100.0 1 164.4 IC0.0 1 142.9 35 100.0 1 131.6 100.0 1 123.3 100.0 1 117.5 100.0 1 113.1 100.0 - 1 109.6 100.0 1 108.7 18' 100.0 1 209.3 2 100.0 1 172.7 30" 100.0 1 153.3 36 100.0 1 143.9 42" 100.0 1 135.2 48` 47 100.0 1 125.3 54' 100.0 1 115.3 60' 100.0 1 108.4 56" 100.0 1 103.4 72" 99.3 1 99.5 74' 98.4. 1 98.4. 18' - 100.0 1 2024 2 100.0 1 164.4 30' 100. 1 143.5 36" 100.0 1 131.6 42" 100.0 1 125.3 48' 100.0 1 123.3 54" 100.0 1 111.0 60' 100.0 1 1023 68" 96.9 1 96.9 72' 925 1 925 74' 91.3 1 91.3 18' 100.0 1 197.1 254 100.0 1 158.S 30" 100.0 1 136.5 36" 100.0 1 123.3 42' 100.0 1 115.3 48' 54" 100.0 1 111.0 54' 100.0 1 109.0 60" 99.7 1 99.7 66' 92.3 1 928 72' 87.7 1 67.7 7. 86.3 1 86.3 18" . 100.0 1 193.5 24 100.0 1 154.2 30" 100.0 1 131.5 36" 100.0 1 117.5 42" 100.0 1 108.4 4 8' 60` 100.0 1 102.3 54' 99.7 1 99.7 6C' 98.7 1 98.7 air 90.4 I 90.4. 7z 54.5 I 8 74" 33.0 1 3. LOAD C..? .CITY - D_SIGct L0.. CAP ACITY - P S'r ANCZORS T' »9 W D01 DII(S. w "DT,i L=.VGT":4 8" 2s . 3c" 30' 42" 48" 54" 60" 18' 24" 30" 36" 4• 54 18" 24" 30" 36' 42 48" 18' • 24 30' 36' 42 48` 18" 24" 30 36' 42' 43' 15" 24" 30' 36" 42" 90" 96' 102" 108 114 120" 1/4 =UP GLASS EXT. C -) D41 C - 100.0 100.3 100.0 100.0 913 84_1 34.1 78.3 74.0 130.0 100.0 1004 100.0 822 1 18=7 14:.25 tt 102.3 919 78:s 74.0 1813 141.0 115-9 101.2 902 90.2 82.2 76.3 76.3 130.0 180_4 100.0 1392 100.0 - 115.7 993 1. 99.8 88.7 88.7 80.5 80.3 100.0 179.4 1CC.Q 1- - 138.E 1004 98.7 97.6 114.5 -'98_1 873 87.5 79.3 1:.793' 100.0 1 175.5 100.0 1372 100.0 1 113.8 97.6 86.4- i 813 78.1 1 78_r 100.0 1773 100.0 137.0 100.0 112.8 96.7 96.7 84.0 84.0 L WI0 j r { ANO L7'4C114 01ME 1SCNS CAN 2E CRiE4T Vt?11C. U.1 CR 'ACRIZCNTALLY A5 3r.CWN ABOVE Env'.. OR. f.fLM.4. CUN rARCCO 67RUC71:RES pS 15557 al I r E cz C � E Oc Q Z 4 - C 4, r1 o C. < < CL N G. - CJ1 0 dc3- n Lo u , Z � c �Uf 1 1 CrCwirS 1c. WO2 -65 ( sr, eet 3 cs 5 7 4 . d T .'P1C. L ANC:-CRS SE ; _ i. FCR SPACING t3Y wCCd SUCKS ' f a • 4 i i •II •< a • ew e e,y TYPICAL, L ANC:4C Sc= ..Z ='J. FCR SF-AC :NC i µE7.41_ STRU'CTURE'S f (STa . CR Alum. t /Q' VIN, rritcx) S7 Ft a :o gm VIN. ALL:MINU.LI : EC 53 -75 MIN. TYPICAL ANCH.CRS SEE `f. FCR SPACNG L2 SY WCCO SUCX -- ---al n 11! •.S III •i{ I; T ?!GL ANG;CRS SC.Z Ez'/ FCR SPACING WCOO EUCXS NCI C;}R'; - i EC:- CORR., ML.S- SUSTAIN LOADS 1MPCSEO e CLAZ NO SYS`.A AND T Tri - )d TO THE EUIL'71NG T SLJCTURE. 1'7 AVCEO?.S: Sc= !. FCR SPAC :NC AC:-"ICPS T'' '4' . - 3/1 3/16 a T xPCLNy (3' E_CC) CR ECUIV. •CONC. ANC: -CR INTO 23" WCCO EUCX$ CR WCCO STRUCTURE 1 -3/8" UN. PENETRATtCN INTO WCCO THRU 1 EY W000 8uCX5 INTO MASCNRY CR DIRECTLY INTO MASONRY 1 -1/4" MIN. EUEED INTO CONC. CR MASONRY 3/! ' RRILL T EX OR , FOUN S ORII I'NC; e CRnx. INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8 LiIN. T HICXNESS) ANCHORS 1YP'= '8' 1 /4." m TAPCCNS (BY E'.CO) OR E.:UN. CCNC. ANC: -OR _ INTO WOOD STRUCTURES 1 -3/4" MIN. PI;`IEiRATiCN INTO WCCO THRU 1S CR 28Y WCCO BUCXS INTO CCNC. CR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY t -t /4" MIN. EUEED INTO . CCNC. OR MASONRY 1 /d' DRILL : CP. ECt.'N. Sc r ORIt! INC SCRE'N� INTO METAL STRUCTURE OR ALUMINUM 1/8" MIN. T'riiCXVE33) ANCHORS INTO UUI! ION (NC SKIM SPACE) TO SMl USE RESULTS OF ANCHORS TYPE 'A' CR '8'. SEALANTS: INSTALLATION SCREWS, FRAME CORNE.RS AND GL.Z1NG 3EAO TO FRAME SEAL: WITH WHITE COLORED SILICONE. CACE COUNTY - APPRCVED MUWCN do 4 JWcN ANC -CRS Ergr. CR. i•1 ?aRCCC • STRuCTURCS P r a I fist' 9 20Q; Z 0 Q C O O L () ( a 1 r', L. m Q CV m 1 >3: a CC U • C7 = �! Cr wiric =nC• j W02 -65 (sneer 4. cr 5 di • 4 Y , 11.41.111) chk. by: _ • - dulo: U7-15-02 ticula: I/2 ,.. r evisions Y. descrtp !ion PW ALUMINUM FIXED WINDOW 0 CURV—A CORPORATION 930 W. 23rd STREET HIALEAH, FL 33010 TEL. (305) 888-0631 FAX. (3o5) a88-9968, METAL STRUCTURES (STEEL OR ALMA. I/r Mali. TIIICK) STEEL ; Fy . 36 KSs ALUMINUM 6063-15 1.611. 1 2‘. a ri 8 0 if) PI 0 01 t-1 2 0 PI Os 0 al 41 t '0 41, 9 4 •al AL-1?AR001) CORPORATION ENGINEERS, PLANNERS at PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 JEL. (305 FAX. (305) 262-6078_, COMP—ANL\W02-65C1