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1135 NE 100 St (8)'ai45 MIAMI SHORES VILL BUILDING DEPARTMEN'9,9 305- 795 -2204 Building Inspection Request Dateaizq I Type Insp'riI r" 1 (Jpi r)dOW Permit No. I'PO Name h l Ct r Q C-I'UZ Address 10504 NUJ Zia A IC Company CLL.31,--lt r Phone # (30.5) 992- I2 62 Inspection Date 8 O ) Approved Correction ❑ Re- Insp'n Fee ❑ ZVHO MIAMI SHORES VILLAC , • r BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datee /2 9 Ic5 Type Insp'n 'RC - IJLCJL� �� Permit No. 2-0 Z- - :q'1 Name MCI rI Q Cyc Address 10604 NW Znd Company CL-4-)CI-C- r Phone# (305 9 - 12-62. 8 30) 06 Inspection Date Approved Correction Re- Insp'n Fee Type Insp'n Permit No. MIAMI SHORES VILLAGE ( BUILDING DEPARTMENT 0 • 305- 795 -2204 � Buil ing Inspection Request e Dat J N izuz . (W Lt lOP Q Name�-C � W ( ` f c Address y j' � J 100 5+ Compan c -Q 'e17 Phone # / Inspection Date 1 2/ Approved Correction ❑ Re-Insp'n ( ❑ ("AL 1 { to 2. && 4/i r /fi e_ hi„.5 i MIAMI SHORES VILLAGE �` a BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Company Approved Correction Re- Insp'n Fee 1,014t4e&lx, -1 ALTIL Permit No. PO S gb . Name - 171 4 'YY 14 10 0 — C Address /13 --- l0 S Phone # (305) / — 6 3556 Inspection Date id l/ N n pfs\ iae^Aitt)-- MIAMI SHORES VILLAGE(. BUILDING DEPARTMENT 305- 795 -2204 Building nspection Request Date Type Insp'n Wl/ Permit No. el ® 3-53-7, Name Address // : /0e ` G i /00 Company (� (� Phone # l ° O C i qr6 0- 70 Inspection Date Approved Correction Re- Insp'n Fee - 77,vo-vos a-› t./J w Miami Shores Village 10050 NE 2nd Avenue Printed: 8/25/2005 Applicant: CARLOS CRUZ Owner: CRUZ CARLOS JOB ADDRESS: 10504 NW 2 AVE Contractor Local Phone: Parcel # 1121360020010 Building Permit Phone: 305- 795 -2204 Permit Number: BP2002 -1187 Contractor's Address: Page 1 of 1 Legal Description: SHORELAND HGTS PB 43 -85 LOT 1 LOT SIZE 71.900 X 125 OR 19440 -4293 Fees: Description Amount FEE2002 -3698 Building Permit Application Fee $60.00 FEE2002 -3699 CCF $1.20 FEE2002 -3700 Notary Fee $5.00 Total Fees: $66.20 Total Fees: $66.20 Total Receipts: $66.20 Permit Status: APPROVED Permit Expiration: 2/28/2006 Construction Value: $1,800.00 Work: REPLACEMENT OF WINDOWS (11) Signed: (INSPECTOR) wiz 2 5 PAID In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: RECEOVED APR - 2004 000,g000 a MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 - Made 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 mcct thc rcquircmcnts of thc 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: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion Arrangement Detail ", sheets 1 through 6 of 6, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing thc Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by thc Miami - Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", 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 thc 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 # 01-0323.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documcntatiorl s . _ viewed by Theodore Berman, P.E. NOA No 02- 0701.09 Expiration Date: June 28, 2006 Approval Date: July 12, 2002 P I 1 x2.75x.650 3/4 Anchors 50 60 70 80 42 170 :170 170 170 :170 170 1701170 170 1701170 170:170 448 170 1170 1601170 1481169 141,161 1381158 137,157 137,157 1371157 50.625 166 148 136 129 125 123 123 123 54 152:170 135:155 124 :142 116 :133 112 :128 109:125 108 :124 60 1331152 1171134 1061122 99 1113 94 1107 90 1103 88 1101 88 1100 63 125:143 110:126 99 1114 92 ;105 87 1 99 83 1 95 81 193 80 1 91 66 1181135 1031118 93 1107 86 1 97 81 1 90 77 1 85 75 ► 82 73 1 80 72 106 92 1 92 81 1 81 73 1 73 67 1 67 63 r 63 60 1 60 58 1 58 76 91 191 77177 68168 61 161 56156 52152 49149 47147 78 84184 71 63 56 51 48 45 145 43 84 67 1 67 57 57 50 i 50 44 1 44 40 1 40 37 1 37 35 35 33 33 90 54154 46146 40140 36136 32132 30130 28128 26126 96 44 44 84 128,138 1111117 90 1121112 95 1 95 96 92 ! 92 78 ! 78 108 64 1 64 54154 111 59 1 59 50 ! 50 38 1 38 33 1 33 29 T 29 26 1 26 24 1 24 23 1 23 21 1 21 1 1 OPENING WIDTH IN INCHES 90 98 1 102 90 i 92 83 1 83 82182 74174 67 67167 60160 54 47147 42142 37137 43 38!38 34!34 144 27127 22122 1 9 1 1 9 1 7 , 1 7 15115 100 110 120 130 160 1 1 1 77 1 77 62 1 62 50150 34 , 34 31 X31 73,73 58 158 47 147 32 132 29 129 1 I NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH.. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1701170 170170 170,157 170,157 154 123 108 : 124 108 :124 88 1100 88 1100 80 91 80:91 73 1 79 73 1 79 56 1 56 56 1 56 46 1 46 45 , 45 42 1 42 40 1 40 32 , 32 30 , 30 25125 23123 20 120 18 ! 18 __ 108 31 j 31 26 1 26 23 j 23 20 1 20 18 j 18 17 ► 17 15 1 15 " i 1 - 111 29 24 21 1 21 18 1 18 17 1 17 15 - 1 " - 1 - 144 1x4x.375 OPENING WIDTH IN INCHES 4/6 Anchors 50 60 70 80 90 100 110 120 42 170 1170 170:170 170170 170170 1701170 170:170 1701'70 170170 48 1701170 1701170 1701170 1701170 1701170 1701170 1701'70 1701170 50.625 170 170 170 170 170 170 170 170 54 170 :170 170 :170 170 :170 169 :170 162 :170 158 : 170 157 1571170 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 63 170 159 144 133 126 121 117 116 130 160 170 170 170,170 1701170 170 170 157 : 170 157170 1271170 1271170 116 116,165 66 1701170 1501170 1351170 1251170 1171166 1121156 1081150 1061145 72 154 134:170 120 110 103 98 1 127 94 1 120 91 :115 76 1441170 1251160 1121 140 1021126 951116 90 1108 86 1102 8398 78 140 121 108 99 1116 92 1106 87 1 99 83 1 93 80 1 89 1051144 105,144 89 :112 88 :111 81195 79193 78 75 69 , 69 66 1 66 62J 62 54 154 52 , 52 48 1 48 44 :44 42142 38 38 30130 28128 25125 27 1 27 26 1 26 23+ 23 I I ir ■ �/ INDUSTRIES ,ec.a/K 3Y7i'. Rowed By: rote: Dra.n Br Vertical Mull Mull Length I _Opening__� Width Horizontal Mull - Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL J4275 NOKOMIS. FL 34274 Chid By: Date: Dale: 4/28/00 Descnption: PRESSURE CHARTS ANe: Revisions: HEAVY WALL MULLION' Series/Lodef: MULLS 5cde: TShee t: NTS 6 of ►Rouuc-r REVISED as coaplylnp with Me node, Raldltyl Cade Aceepeaoe No 0 Z- 0"301.09 Expire! a Date • . . 0G By Mead Dade ►redact .patrol Dlrhioa APPROVED AS COMPLYING MN THE SOUTH FLORIDA BUILDING CODE DA JUN .� II pR DMSION BUILDING CODE COMPUANCEOFFICE ACCEPTANCE NO. O ' 3 f .02 °cooing No. 6621 R 1x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 170170 170,170 170170 170,170 170170 161,170 170170 154,170 170170 150,170 170{ 170 149,170 170170 149,170 170170 149,170 170# 170 170 170 48 149,170 1491170 50.625 170 161 148 140 136 134 134 134 134 134 54 166 1451152 147 1271131 135 1161116 126 1011107 121 1001100 119 96 1 96 118 93 1 93 118041 92 1 92 118 92 1 92 118 92 1 92 60 63 l 131 1 112 I 99 1 99 f 90 1 90 1 84 1 84 1 80 t 80 77 t 77 1 76 1 76 1 76 t 76 1 1 76 76 66 113,113 97 197 85185 77 177 72172 68168 65165 64 1 64 63 163 63163 72 86 1 86 73 173 73173 62 1 62 65 54 1 54 58158 49 1 49 54154 45 1 45 50 42 1 42 48 1 48 40 1 40 46 1 46 38 1 38 45 1 45 37 1 37 44 1 1 44 36 1 36 76 78 67 1 67 54 154 57 1 57 45 ; 45 50 1 50 40 1 40 45 1 45 35 ; 35 41 1 41 32 ; 32 38 1 38 30 :30 36 1 36 28 128 35 1 35 27 ; 27 33 1 33 26 1 26 32 1 32 24 24 84 90 43 , 43 37 , 37 32 1 32 28 , 28 26 1 26 24 t 24 22 1 22 21 1 21 20 1 20 19 1 19 96 36 1 36 30 30 26 26 23 23 21 21 191 19 18 18 17 17 16 16 15 15 - 1 - 10825125 2 1 , 2 1 1 8 1 1 8 1 6 , 1 6 - 1 - t - 1 - - 1 - - 1 - 111 23 1 23 19 1 19 17 1 17 15 1 15 - 1 - - 1 - - 1 " - 1 - - 1 - "1 - 144 - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - t - 1 , 1 lx2x.375 2 Anchors, 42 '48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 155 129 115 94 144 - 60 142 116 100 81 67 58 50 38 32 30 24 19 16 58 49 43 32 27 25 20 16 70 80 90 100 130 99 80 63 110 134 130 130 107 102 100 91 85 82 73 68 64 130 99 80 62 120 130 99 80 62 41 34 28 20 16 15 41 34 28 20 16 130 130 99 80 62 42 35 30 22 18 17 160 130 99 80 62 51 *47 44 44 40 37 38 34 32 29 24 22 17 16 26 24 22 20 20 18 41 34 . 28 20 17 15 41 34 29 21 17 16 NOTES: _ 1. MAXIMUM ALLOWABLE 2. DESIGN IS BASED ON CONSIDER ONLY TWO 3. REFERENCE TEST REP PRESSURE IN PSF. OPENING WIDTH. FOR MULTIPLE UNITS, ADJACENT UNITS AT A TIME. SEE SHEET 1. ORT FTL -2902, 2903 AND 2975 /C . 7/Z % 'tx 2:C(/L T INDUSTRIES Revsd By: 1Dole: Description: Tale. 1070 TECNNOLIGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMLS, FL 34274 Vertical Mull �__Opening-1 Width Mull Length Horizontal Mull Opening Width Mull I Length Multiple Mulled Units Opening Width Mull Length Oman ei- -- - - P.J.P. PRESSURE CHARTS Chkd By Dole Dote :' 4/28/00 Revisions " HEAVY WALL MULLION ries/MOdsl; Scofe: r Sheel: MULLS NTS 5 or 6 PROINH7T i r.v sED as complying with the Flnr4de B alding Cod. AcceTH.eer No o2 - 0)01.09 Frplra foe D•le • 1. n Mb Dade Product Control D lvi•ine APPROVED AS COMPLYING %MTH THj SOUTH FLOFIDA BUILDING CODE BY PR NTTtOt. OrVISTON BUILDING CODE COMPLIANCE OFF IC ACCEPTANCE NO. OI O S Z I 'CI Oro.inq No. 6621 Rev, MULL LENGTH IN INCHES 1 2 NOTE: 1 t 1 3 4 3 8 1 8 3 8 i 2 4 � 1 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 8 21 32 1x HEAVY WALL MULLS MAT'L: 6063 —T6 L ark, P. — r u ee„Q•.l1 1 INDUSTRIES Reid By- Drown Description: Doh: er P.J.P. Robert F1070 TECHNOLOGY DRIVE P.O. BOX 1529 P.E. #39712 NOKOMIS. a 34275 NOKOMIS. FL .34274 3 1 8 8 PRODUCT REVISED ohDas Fletl�a Aerptj a 01 By t Doe Al - 1 Dade Prodact CLAIM Midas G+kd By: (Dote: Dote: 5/22/00 Revisions: SerieaJ iodel: MULLS 4 " HEAVY WALL MULLION PROFILES Score: � Sheet: 4o'6 8 APPROVED ASCOMPI.Y1NG %NTHTIIE SOUTH FLORIDA BUILDING CODE D- t JIJN BY PR • r a TROL DIVISION BUILDING COLE COMPLIANCE OFFICE ACCEPTANCE NO p -0 3 2 7. 0 2 0rca nq No. 6621 Rea IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x x 4 x 1 x x 1 x 4 4 NOTE: 4 MAX 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. ENDS 1" MULL CLIP WJTABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 7099 8 MIN. FROM ENDS (TYP) DhY1o. 1 MAX MAX. MIN. FROM ENDS (TYP) 0 Le _ gJ �;4 • --1 1 " MULL CLIP W /TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 PRODUCT REVISED - - s cara9Mng 'AQ tM Flue Bolds% Cede N _ }0.09 Wind DAR M Y i YI Dade C Cwao' ___ "_ a i/7 1. REFERENCE TEST REPORT FTC- 2902.. 2903 AND 2975 /d 397/L 5 i Xyc 714v 4 '. ,e- MIN. FROM ENDS (TYP) — 1 14 MAX. 4 8 MIN. 1 " MULL CLIP 1 " MULL CLIP THREE (3) ANCHOR LOCATIONS FOUR (4) ANCHOR LOCATIONS EXTRUSION DWC / 1099 EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 1 o _-E> 8 F A' a 1 " MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWC / 1099 Revsd By Date: Owen By P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL -34275 NOKOMIS. FL 34274 -14 MAX. ChkO By: Description: ANCHOR LOCATIONS Title: 1 " MULLION CLIP Series/11odd: MULLS Dole: Dote: 5/21/01 1 " MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG / 1099 1_ 8 F A MIN. FROM ENDS (TYP) I t 1 0 1" MULL CLIP W/TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG /AMME0 AS COMPLYING WITH THE SOUTH l0[ZIDA BUILDING CODE �U�M 2 L ; !! Revisions: — Score: 'Sheet: 1 3 PY PP.O 8 MIN. FROM ENDS (TYP) ONTROL DIVISION FOLDING CODE COMPUANCE OFFICE ACC N 0. O r- 0 3 23.a e oror.nq No 6621 ev P.C.T. Ix MULLION MULLION CUP CUT FLANGES OFF OF MULL CUP TO FORM A • U'– CHANNEL AND INSTALL AS SHOWN FOR 1" MULL i" P.C.T. I x MUWON TYPICAL MULLION TO MULLION INSTALLAI'.ON TYPE A ". } – I—I" MULL = }" P.C.T. MULLION WOOD BUCK M1N.— 2" OR 4"--I MIN. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION' ONLY. FOR CORRECT QUANTITY '-OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND- PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. OR TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B". NOTE: 1. FOR MULL SIZE AND QUANTITY - OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING. 2. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WRH EACH OTHER) /12 S.M.S. (199/) ALL FASTENERS MUST BE LADE COUNTY APPROVED. SEE NOTE /I 4. /12 F.H_ S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE W7TH EACH OTHER) SEE NOTE /1 /12 WOOD SCREW (1.29/) MW. 4 PENETRATION INTO W000 BUCK. ALL FAS(NERS MUST BE DADE COUNTY APPROVED. SEE NOTE jr Robert L D k. P.E. P.E. #39712 - ctmettiral P.GT. 1x MULLION WOOD BUCK REMOVED TO CONCRETE r P.C.T. I x MUWON PRODUCT REVISED . aro yl.s with the ibekk cork Momenta No 2 -0 0 Est Deft 0. �� Product caktrd By Mao D'nitIoa INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 W000 BUCK MW. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". T Rested By Description: WOOD BUCK Dote: Oret.n By. P.J.P. Chkd By. Date: Date: 4/28/00 OR 4"— r _2" OR 4 "— TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "0 ". Revisions: /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE / TAPCON (246/) • - . MIN. I} PENETRATON INTO CONCRETE OR BLOCK • STRUCTURE. ALL FASTENERS MUST BE OADE COUNTY APPROVED. SEE NOTE /1 /12 Ph S.M.S. STACC£1:E0 ON OPPOSTTE SIDES (so AS NOT TO INTERFERE WITH EACH OTTER) SEE NOT /1 MIN. I}• TAPCON (246/) MIN. l2 PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST 3E D4DE COUNTY .APPROVED. SEE NOTE /I APPROVED AS COMPLYING WITH THE SOUTH at� L l i DA r Ji�U / i ce (� Peer T C e TROL DMSION :41,F7cE 0l CODE C OMPLIANC E ACCEPTANCE NO O T - 0 3 27 . 2 HEAVY WALL UULLION &- CLIP INSTALLATION DETAIL Serfer /Yodel, Scole: Sheet: Draw:no No. Re, P.O. BOX 1529 NOKOMI5. FL 34274 MULLS 1 x 20 662 i PRODU / PRODUC" J.) / EMI .,. TYP. MULLION 4 GLAZING GLAZING PRODUCT PPODUCT ANCHORS: TYPE. B, C" OR 0" BCTH ENDS TIP. MULLION WW) +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. B". "C" OR 0" BOTH ENDS GLAZNG PROCUCT H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS _2._3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT - - AND NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 290.3 AND 2375 H2 H= ,11+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W / ANCHORS. TYPE. B'. "C" OR 'D BOTH ENDS y W W1 -1 —W2 W w = W1 +W2 H = H1 +112 WINDOWS MULLED 3 I T INDUSTRIES H2 HI W /ONE ABOVE ET ERMINING tiAX ALLOWABLE PRESSURE SEE TABLES 5 & 6 NING = H OR H1 +H2 LE = W OR W1-1-W2 NING = W OR W1 +W2 LE = H1 ANCHORS TYPE ANCHORS: TYPE. "C" OR "07, BOTH ENDS rRUDUCr REVISED - e.plrLr the florid. Did., Cede Acceptance N o 02- 07-01.09 E Dste (. M l . act Coated DhYloe n Red 6`y: rote: Dram BY P.J.P. 1070 TECHNOLOCY ORNE ' P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, fl 34274 tad By: Dote: W I Date: 4/28/00 Seies/Mode1: MULLS Scare: 1x W2 W3 w W = W 1 +W2 +WJ H = 111 +H2 ( MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2+141.3 M4) MAX OPENING = Wl +W2 OR W2 +W3 MULL LENGTH = H I Revisions: Descriytion: 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL Sheet: 1 of 6 APPROVED AS COMPLYING WTII THE SOUTH fI JQA A tO NG CODE • oD•Cr a •OL00/151ON 1' CARE CAMPUANCEOFFICE ACCEPTANCE NO. O 1 6 32 5.0 BY PR Droving No. 6621 Rev: (2) FOR D DESIGN ON N PAG M1) MAX OP MULL L M2) MAX OP MULL L - - _ .6" /z a/ Robert L Clark' P.E. P.E. #39712 1 • t 2x42114 6 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 2x6x1 /4 6/8 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 144 50 173 173 170 170 170 170 170 170 170 170 177 163 151 107 98 45 60 170 170 170 170 170 170 170 170 170 167 153 141 129 90 83 37 50 60 1701170 1701170 1701170 1701170 170 170 170170 1701170 1701170 1701170 70 170 170 170 170 170 170 170 166 154 149 136 125 112 78 72 32 OPENING WIDTH IN INCHES 80 90 100 110 170 170 170 170 170 170 170 152 141 136 124 113 100 69 63 28 170 170 170 170 170 170 170 170 142 131 127 114 104 91 62 57 26 170 170 170 170 166 154 135 124 119 107 97 83 57 52 23 170 170 170 170 170 162 149 129 119 114 102 92 78 53 48 21 OPENING WIDTH IN INCHES 120 170 170 170 170 170 170 170 160 146 125 115 110 98 88 73 49 45 20 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PST. 2. DESIGN IS BASED ON OPENING WIDTH: FOR MULTIPLE UNITS, _CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. __ SEE SHEET 1. 3. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 130 170 170 170 159 145 123 112 107 94 85 69 47 43 18 160 170 170 170 170 170 159 145 122 109 104 90 79 63 41 37 16 170:170 1701170 1701170 1701170 170 170 1701170 1701170 170 170 170 1661170 1701170 1531170 1651170 1421170 170170 170170 170170 170170 170170 170170 170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 170 170 170 170 170 170 170 170 170 1701170 1701170 170 170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1681170 162 148,170 1361170 1251167 1701170 1701170 165 1541170 148 134,170 1231164 1131151 1701170 1701170 1541170 1431170 138 124,166 1131151 1041139 170[170 1681170 1461170 1351170 1301170 117;155 1061141 97 1129 170170 1621170 1401170 1291170 124 111,148 1001133 91 1123 170;170 1591170 136 1251166 119 106,142 96 1127 87 1115 170170 1581170 134 1221162 116 103,137 921123 83 1701170 70 80 90 1 100 110 120 130 160 170170 1701170 170 170 170 1701170 1581170 133 11 113 98 31 0 86 1116 77 108 1441170 1231163 1091141 98 1125 89 1112 83 1102 78 95 73 1 88 70 183 63173 111 140 119 105 94 1 118 86 1 106 80 75 1 89 71 1 83 67 1 78 61 1 68 105108 89 1 90 78 , 78 69 , 69 61 1 61 56 , 56 51 51 47,47 44,44 37 /746: /tt � / Re £24 t 197/4 S/Xu c vIt,rt. _r INDUSTRIES Horizontal Mull 1 Opening Width Mull Length Multiple Mulled Units \Opeiing Width • Mull Length • Revsd By. Dote Drown ey P :✓.P. Description: Title: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. it .34275 NOKOMIS. 11 34274 Vertical Mull _ Opening_4 Width Mull Length Chkd ey: rate: Date: 4/28/00 PRESSURE CHARTS Revisions: • R(IUUC ` T REVISED as com((TIns with tfe flntyd Raiding Code Att. nu • 2• • 70 . /o k- .pintbo Deft • . ttr . Series/Modd: Scale: Sheet: Drawing No. MULLS NTS 5 a( 5 6623 AIN rode ►eodnet Control Uivbino APPROVE) AS COMPLYING MNTH THE SOUTH JO URGING CODE DATE 1, 2 8 1 1 BY t/ / — PR..* T•.NTROLDIVISION • BUILDING :ODE COMPLIANCE OFFICE ACCEPTANCE NO 0 I- 3 2 7. e? 2" HEAVY WALL MULLION PRESSURE CHARTS 4 1 1 4 4 2 4 2x HEAVY WALL MULLS MAT'L: 6063 -T6 ,tv i A 7 gtV Robert P.E. #39712 Structural INDUSTRIES evsd Drawn BY P.J.P. Description: Dole: 1070 TECHNOLOGY ORNE P.0. BOX 1529 NOKOMIS. FL 34275 NO[0M1S FL 34274 Chkd BY Date: 6 pate: 5/22/00 Revisions: Seriesj%(odet Scats: Sheet: Droving No. MULLS 1 x 4 o+5 6623 P:nil II�' NEVISED Pl yR yt; t bs t ) C. lT Q e " aely No EI n Dsre • •i ;:7. 0 0 Ana 2" HEAVY WALL MULLION PROFILES BY APPROVED AS COMPLYING WITH THE SOUTH TI MA DE TE JUn tf 11 PR er C ONTROL DIVISION BURDING CODE COMPIJANCE OFFIC ACCEPTANCE NO. O - 3 2 1 . of Rev-. CLIP LENGTH CHART FOR 2x MULL MULL SIZE A' 2 x 4 x 314 2 x 6 x 4 51i IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 1 2" MULL CLIP (8) ANCHOR LOCATIONS EXTRUSION DWG / 513 2" MULL CLIP (c) ANCHOR LOCATIONS EXTRUSION DWG / 513 1 — 16 MAX. ----2- - MIN. FROM ENDS (TYP) 9 — 1 1 - 6 MAX. - - - 8 - -MIN .J • 3 E0. SPACES r MIN. FROM ENDS (TYP) 1 A L -- - I--- -I 8 MIN. INDUSTRIES 2" MULL CUP W /TABS REMOVED (8J ANCHOR LOCATIONS EXTRUSION DNG / 513 2" MULL CLIP W /TABS REMOVED (6) ANCHOR LOCATIONS EXTRUSION GNG / 513 Revsd By: rate: Drown Descnpton_ ANCHOR LOC.4TIONS P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOXOMIS, FL 34275 NOKOMIS, FL 34274 Gdcd 18 15 .8 MIN. FROM ENDS (TYP) 8 " MW. r (TYP) Oct e. c — — 0 1- 8 MIN. FROM ENDS (TYP) 8" MIN. I ( TYP ) 15 Dote: 4/28/01 Rev A' 2" HEAVY WALL MULLION 'A' Series /lsedd: Scat.: - Sheol: MULLS 1 x 3 of 5 PRODUCT RE. VISED ° cap b�ll •eah P%0 tld1 6a1diaR Code Acaepteee, Nb t p Ol. /O Espintlne Mtn Br Divisio a /•odoct CootrM APPROVED AS COMPLYING VATH THE 2 8. LOI C OO€ BY ,( Ill a , /.t t„ PRO ROL OP/ISMO BUILDING COOE COMPLIANCE OFRCE ■CP tAycE NO O (. O l 2 3 '°3 SOUTH FL &A Drawing No. 6623 Rev MULUON CUP CUT FLANGES OFF OF MULL CLIP TO FORM A • U"- CHANNEL AND INSTALL AS SHOWN P.C.T. 2r MULLION MIN. IMPORTANT: QUANTITY OF ANC40RS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. 4" OR 6'--1 TYPICAL MULLION TO MULLION INSTALLATION TYPE A ". 4 OR TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B". NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTC-2902, 2903 AND 2975 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE N1TH EACH OTHER) /12 S.M.S. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /I /12 WOOD SCREW MIN. 1} PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /I P.C.T. 2r MULLION /f/ 6/e-//' / . WOOD BUD* REMOVED TO CONCRETE Robert L Clark, P.E. P.E. #39712 Structural WOOD BUCK TYPICAL MULLION ro STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". 7070 TECHNOLOGY DRIVE Rend By: Dote ern."' RY P.JP. Description: 2" HEAVY P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 MIN 4 MIN. OR 6 "_j r 4" OR 6 "— /72 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT ro INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. fit TAPCON MIN. i3 PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SCE NOTE 11 Chkd By: Dole: Dole: 4/28/00 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "0". PRODUCT REVISED ea too plying lila dm Florida Balding Code At rptaaee No 0 - 01• 0 Laplratlo Dale BY MIA I Dade Prodatl Coor,ol DhT.loe Revisions: 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NO TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. I}" TAPCON MIN. 11 PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /I APPROVED AS COMPLYING WITH THE SOUTH FW73IpA Bl1�NG CODE DA, ,JUN ( 11) BY �/ , PR • ROL DIVISlOa BUILDING COOS COMPLIANCE OFFICE ACCEPTANCE NO. G I" € WALL MULLION & CLIP INSTALLATION DETAIL Series /Model: Scab: Sheet: O,o.i,g No Rev. MULLS 1 x 2ef5 6623 GLAZING PRODUCT ` MJ l TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODLCT H ;ANCHORS: TYPE. "8 ; C OR 0' BOTH ENDS T?P. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. '8 C' OR - 0 - BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, .3 AND 5 2. WINDOWS MAY- BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT 6c NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 w- GLAZING PRODUCT / � TYP. MULUON GLAZING PRODUCT H = HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W H2 J H1 ANCHORS: TYPE. "8; "C" OR '0' 90TH ENDS 1 L Y( e / Robert L. Clark, P. P.E. 439712 Strvc ural WI W w w = W1 +W2 H = HI +H2 W2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DES'GN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX. OPENING = H OR H1+112 MUD)_ LENGTH = W OR W 1 +W2 M2) MA OPENING = W OR W 1 +W2 MULL LENGTH = H1 ANCHORS TYPE 'A' ANCHORS: T1PE. 'C OR D� BOTH ENDS H PRODUCT REVISED Bddlan Code Acceptance CU Melds Acceptance No eednto Date De PHA I Dude Produn Coe DiH.Mn w W 1 -I- -W2 W3 W W = WI +W2 +WJ H = HI 4442 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +1 -12 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 CR W2 +W3 MULL LENGTH = 141 APPROVED AS COMPLYING WITH INC SOUTH lOWATlIM -O H2 HI OL DIVISION BUILDING CODE COMPLIANCE OFFICE PTANCE NO. ‘'!O 471 .er F INDUSTRIES Revsd Ay Drown fly P.J.P. 1070 TECHNOLOGY ORNE o.0. BOX 1529 NOKOMIS, FL 34275 NCXOMIS, 11. 34274 Dote: Cheri By JDote: Sertes, 4odet MULLS Dote: 4 /28/00 Revisions Scala: 1x Sheet: 10(5 Description: 2" HEAVY WALL MULLION ARRANGEMENT DETAIL Oroonq No. 6623 Rev: MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF' ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: 2 "x Heavy Wall- Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6623, titled "2" Heavy Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and scaled by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", — unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by thc 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- 0323.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, 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 M1AMIDDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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/ur 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. � � ' l DESCRIPTION: Series C -740 Aluminum Casement Window - Impact e. on APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers 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 NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was. - v' : ed b Y A_. Tip anuel Perez, 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 -2905 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) I(,I1) 1/4" MAX. SHIM #12 OR #14 SCREWS NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/ '." TAPCON (SEE NOTE 1 BELOW ir ,.‘ AND SHEET 1, NOTE 4) '� If 1{11111111111111 j 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 11/2 "OR MORE THICK (SEE NOTE 2) I _ 11111! I': I '1 1 11:1 ' I' 1/4" MAX. SHIM —1 r #12 OR #14 SCREWS _1 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1 /4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT RE. V ISED as complying with the Florida Belding Cole Acceptance No I ' l 1 ba�k n Date f V ✓ i • s. iii.. OP . Missal ,,:• PtodactCosstrol o Dirk Rend er F.K. Rived ay- FK Rand Ry F.IC 3/17/03 Oats: 3/25/03 Date: 7/10/03 ReHe•cne: B Ref#tow C Om.. ay: Dear CM1ected By Q. F.K. 12/17/02 ADDEO 1 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1 1070 TECHNOLOGY DRIVE NOKDMIS, FL 34275 P.D. BOX 1529 Visibly Better D.,tmer»I: ANCHORAGE DETAILS Talc ALUMINUM CASEMENT WINDOW, IMPACT S.rowda C.4-740 Ste.: sheet da.rp "n. NTS 12 d 12 7045 -8 Farr C t, - 7 ` /'. Lucas A. Tumer, P.E. PE 1158201 Mechanical ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION IIOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" I.G. GLASS (1/8 "HS,3 /8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITES OF 1 /8 "HS GLASS WTFH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 7014 1157 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG# 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 78IPQA 781 PQA 67017K 78X78PPSMS 7858ZA 710x12FP 6'1',247 6163K 61635K 60976 78x12PSTWB 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, S1..L & JAMBS #8 X I QUAD PH SMS FRAME CORNER KEY 1/2 "X112 "X l /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (E.H. & L.H.) #8 X .875 PIN. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL. 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16ES & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TF.K SMS CASEMENT FRAME ASSY. TUBE #12 X I" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE .706" .050" 0 )5/16° GLAZING BEAD MAT'L: 6063-T6 DWG# 7036 .523" ---1 r .350° I � � .865" 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 1 1 .865" 1.000" 1 I-- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 .125" .062" —It.- .172" .870" .050" Fes- .569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 7 993" 9 " .040" PRODUCT REVISED as cumplyiij with the Florida Braiding Cade Acc.,,tnncz No E . irsttioo Ditto 74).6 3 Read ey: F.K. Rand By: F.K. Rear F.K. Date 3/17/03 prole: 3/25/03 — Dm: 7/10/73 ReMSUro: A RnNslat: 8 Rerlsbas: C Drawn By. Dm: CBem4Ty.' prate: F.K. 12/17/02 ND CHG THIS SHEET ADD 13/16" I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET 10701F.MNOLOGYDRIVE N010M1S, F1.34275 P 7. BGX 1529 NOKOMIS, FL 34274 a..mvur: PARTS LIST & EXTRUSIONS ram ALUMINUM CASEMENT WINDOW, IMPACT So a%M.' (Sere: S+riv: txsesb m3. Rsr. CA -740 NTS 11 0 12 7045 -8 C Lucas A. Tumor, P.E. PE 1$58201 Mechunical • Rene By F.K NOTE 3: LARGE MISSILE A/INDOW:3 1. GL/ \ZING OPTIONS: A. i/16" LAM NATED CLASS COMPRISED OF (1) LI OF 1/8' IANEALE) GLASS AND (1) L TE OF 1/II" HEAT STRENGTFIENE3D GLASS WI AN .090 I VNER LAYER OF SDLUTIA CR DUPON T PVB. B. :i/16" LAM NATED CLASS COMPRISED OF (2) LI - ES OF 1/3" I TEAT STF ENGTHENED GLASS W/ AN .090 INNER LAYER OF ;OLUTIA OR DUPO NT PVB. C. '/16" LAMINATED C LASS COMPRISEC OF (1) LUTE OF 3/1 3" h■NNEALE) GLASS AND (1) L TE OF 31' 6" HEAT .STRENG1 HENED GLASS RAN .090 INNER LAYER OF SDLUTIA CR DUPON T PVB. D. ' /16" LAMINATED C LASS COMPRISED OF (2) LI'TES OF 3i16" HEAT STF ENGTHENED GLASS W/ AN 090 INNER LAYER OF ;OLUTIA OR DUPO NT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) _ITE OF 1'8" HEAT 3TRENGTHENED CLASS AND (1) 5/16'' LAMINA - ED COM'ONENT WITH 3/8" AIR SPACE. 5/16" LAMINATED GLASS CCIMPRISE[) OF 2) LITES OF 1'8" HEAT STRENGI HENED GLASS WITH AN .09) SOLUTI DR DUPCNT INNER LAYER. 2. COIJFIGURAA "IONS: X, XX, XO, OX, XOX, 0 3. DE;;'IGN PRESSURE RATINGS / COMPARkTIVE ANALYSIS Ti\BLES: A. F EGATIVE DESIGN _GADS BASED ON TESTED PRESSUF E AND GLASS TABLESASTNA E 1300 -98 (AND ASTM E 13)0 -94 OU - SIDE MIAMI-DACE COUNIY). B. FOSITIVE DESIGN LOADS BASED ON IVATER TEST PRESSURE AND GLASS TABLES,kSTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE: MIAMI-DACE COUNIY). C. DESIGN P 2ESSURE S UNDEF. 40 P.S.F NOT APPLICABLE IN MIAMI. DADE CCUNTY. D. FOR "X" O)NFICURATIONS SEE SHEE I 4. E. F OR"'XX"1:DNFIGU t! 2uNS SEE bHE .T 4. F. FOR a za";C OX" & "C "CONFICURATIONS SEE SI- EET5. G. FOR 3- "K OX" & ")(O" OR "OK" CONFI NS SEE SHEET 6. H. F OR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGLFRATION :; SEE SHEET 7. 4. AN':HORAGI:: SINGLE ROW OF FASTENIERS LOC /,TED AS TOLL;WS HE.kD & SILL: MAX. z " FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING R/JLS MAX. • 4 1/2" SPACING ON VENTS MAX. • 3" SPACING ON FIXED LITE;; (2) AN :,HORS 3' APART /tT MID -SFAN ON Fl KED LITE ONLY JAMBS: MAX. " FROM CORNERS MAX. ' 3" SPACI (2) AN :,HORS 3' APART AT MID -SPAN NOTE: 1/4" 1APCCNS OR #14 SCREWS MAY BE U:3ED AT TIE MOVIE SPACING. SEE SHEETS 4, 5, 6AND 7 FOR ALLOWABLE DESIGN PRES SURES IF USING 3 /16" TAPCONS OR 412 SCREWS. 5. SHATTER RE QUIREMEENT: NONE REQUIRED 6. NARROW JO NT SEALANT IS USED ON A_L FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST RE ORTS: FTL -3580, =TL -3582, FTL -3587 AND FTL•3729 Daft 3/1 %03 3/2 V03 b: 1217/02 RersC 13: A Revisit B Revak n: C Gnaw 'e REVISE AI 'CHORALE NC TE 4 ADO 13/16 I.G. & MOVE C LAZING OETAi :S TO SHEET:' NO CHANGE THIS SHEET' Oslo: L !T 0 4 x L9- x CONE• GURATIONS OPTIONS 3 x x 0 0 x -C ] x x 0 UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NC 'TES AND TABLE G F CONTEVTS rmr ALUMINUM CASEMENT WING OW, IMPACT SaAarl adM. S era: Shat Ore.. le No. Fie CA •740 NTS 1 w 12 7045 -8 I r. C NOA DRAWING; TABLE OF CONTENTS SHE ET NOTIES 1 GLA:'ING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TAI3LES 5-8 SEC - IONS 9 CORNER CON STRUCTI 10 EXTF;USION PROFILES 10 -11 PAR LIST 11 ANC -IORAGE 12 PRODUCT REVISED H3 c"ntptyi" g with the Fier da Bidding Co k Acceptance No E • o )ate l:' Luc sc A . Tumor. P.I. PE 11582.(11 Mechanical 1/8" ANNEALE.D GLASS (aD own E 1.1 yak v. 5/16" LAMINATED GLAZING DETAIL 1 3/13" ANNEALED OR HEAT STRENGTHENEC. GLASS 32 33 t43 CY Olt. Rm4sx li 3/2903 6 REDRAW (LAZINGOETA+LS & ADO 13/141'I.G. /UV= 7/1.1103 1 C NO CHANCE THIS SHEET DOE a Dab: 03,25/03 - .090 SOLUTIA OF DUPONT PVB INN ER LAYER: 1/8" HEAT STRENGTHENED GLAS,i 2D .65" NOM. GLASS BITE f .C90 SDLUTIA • OR DUPONT PVB INNER LAYER 3/' 6" HEAT STRENGTHENIED GLASS 7!_16" LAMINATED GLAZING DETAL • 070 TECHNOLCOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 3/8" AIR SPACE= 1/8" HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE 4) Visibly Better r 85) r-s — � GLAZING DETAILS c- 13/16" • - 13/16" I.G. GLAZING DETAIL 86 AL JMIIVUM . ASEMENT WINDOW, IMPACT Sotrt* &r: ow* o ra. 04.7 NTS 2 a 12 7045 -8 5/16" LAMINATED DOMPON ENT 1 /fl" HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 46� 1 .65" NOM. GLASS BITE it Re PRODUC' REVISED as complyi tig with the Florida Raiding Cade Acetyllara: No Ex ration Dale BY le Prodod Coot of 7.4o% 3 Luc; s A Turner, P.E . PE 458201 Madienical 02 CENT (S A Rand er F.K. Rabb er F.K. Rand er F.K. 07111141 er F.K. ANCHOR LOCATIONS EE: SHEET 1, \ NOTE 4) \ SEE MID -SPAN NC HOR DETAIL TYP. (2) 13" MAX. I.C. L_ Dale: 3/1;103 Dale: 312;403 Dab: 7/1C/03 Dab: 12/17/02 L 4" MAX:. 4 ° MAX. - ANCHOR 'L LOCATION TYP. 3 AID -SPAN ANCHOR DETAIL (SEE $HT. 1 NOTE 4) 37" MAX. VENT TYP. R".a4 A REVISE ANCHORAGE B CHANGE S'WET N0. REFERENCES Rabbi* e• C ADOHING1, LOCATION DETAILS CMrxsc = Deb: SEE MID -SPAN ANCHOR DETAIL TYP. (2) \ 134" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT -- DAYLIGHT OPENING OPENING ELEVATION "A" - 63" HIGH "XOX" (SEE SHEE.TS 6-8 FOR PRESSURES) 7' MAX -' - ANCHOR LOCATION TYP. 4" MAX. MEETING RAIL DETAIL (SIEE SHT. 1 NOTE 4) 13 " MAX O.C. 1 60° MAX. FIXED P.O. BOX 1529 NOKOMIS. FL 94274 1070 TECHNOLO 3Y DRIVE NOKOMIS, FL 34275 ® DENOTES HINGE _ OCATION AT HEAD & SILL OF "X "PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4- SEE MID -SPAN ANCHOR DETAIL TYP. (2) I - -�� 14 1/2" MAX. O.C. VENT HEAD & SIL_ ONLY SEE MEETING RA L DETAIL TYP. (4) Fi V tsibly Better 13" MAX. O.C. L_ 4" MAX. 30'' MAX. DAYLIGHT - OPEN ING 4 NAX. Bea Cart= "XX" & "XOX'' ELEVATIONS CA -740 56" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT - OPENING 1 -4 \ / SEE METING RAIL-DETAIL TYP. (2) - 141 /2" MAX. O.C. TYP. ELEVATION "B" - 63" HIG-I "XX" (SEE SHEET 5 FOR PRESSURES) ® NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION 63" MAX HEIGHT AL UMINUM CASEMENT WINDOW, IMPACT arkoN4 t Sa Sr[ Danis; No NTS 3 •+ 12 . 7045 -8 1 56" MAX. DAY _IGHT OPENING 63" MAX. HEIGHT PRODl1CT REVISED as complying with the Fluricla Guiding Cudc ACI I - 0 E Date ,!l - a . , • • By hiiam Diviyl le Product Coo hall - 771()/02 Lucas A Tumor. P.E. PE 458201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. J O.C. L -HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL - HINGE LOCATION DETAIL pat 3/1.'03 14 1/2" MAX. O.C. VENT HEAD & SILL. ONLY Rwbkm: A Rwhlcro: 3/25/03 1 8 Rots kw 7/1W03 C Date: ay 12117/02 F. K 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE DING . 65" MAX. DAYLIGHT - OPENING 4" MAX 14 1/2" 4" MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 72" MAX. HEIGHT REVISE ANCHORAGE CHANGESHEET NO. REFERENCES AWNING:: DETAIL 8 HINGE LOCATION NOTES ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL. SIEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX 4 "MAX. 37" MAX. WIDTH 30" MAX. - DAYLIGHT OPEN IN G "070 TECHNOLCGY DRIVE NOKO.MIS, FL 34275 P.O. BOX :528 NOKOMIS, FL 34274 ELEVATION "D" - 133" HIGH "X" (SEE SHEET 5 FOR PRESSURES! 97" MAX. WIDTH 30" MAX. 53" MAX. -DAYLIGHT DAYLIGHT OPENING OPENING 1 14 1/2" MAX. 0.C. Visibly Better 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT I--- -� 13" MAX. O.C. NacsO Taw SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 1.3" MAX. O.C. 56" MAX. DAYLIGHT OPENING "X "O "XO'' & "OX" ELEVATIONS 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING "--�� 4 0 ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) it, NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION �---- 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) I 4" MAX. M MAJC. -- :37" MAX. VENT •---- 130" MAX. FIXED - ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) ALUMINUM CASEMENT WINDOW, IMPACT Sen andtdet Sc* : Shirt 11914 No. R.r CA -740 NTS 4 a 12 7045 -8 C By Mato Divls• 56" MAX. DAYLIGHT OPENING Lucz s A Tumor. P.E. PE $58201 Mechanical 63" MAX. HEIGHT PRODUCT REVISED as complying g wilt Ile Florida Raiding Cade .t`ccept :one No E iration Date de lradsd CotWddip Rend es F.K. RATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 LING O TIONS: A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5116" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 NE:G POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS - NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B, E 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B, E -90.0 70.0 66.2 70.0 B,E -90.0 A -90.0 A -90.0 B. E -90.0 A -90.0 B,E -90.0 A -75.0 B,E -75.0 A -75.0 B,E - 75.0 A -75.0 B,E -75.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 - 90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -86.3 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0, 59.0 70.0 -90.0 -83.6 -90.0 -68.4 -90.0 -61.8 56.2 70.0 50.4 68.4 70.0 61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 70.0 70.0 70.0 70.0 57.5 70.0 54.3 70.0 52.8 70.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 :90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 - 46.4 - 75.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 -90.0 -72.4 -90.0 -58.5 -90.0 - 53.8 -90.0 -48.6 -75.0 -44.8 - 75.0 -43.5 -75.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 69.9 70.0 70.0 45.2 70.0 42.2 70.0, 41.1 70.0 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 51.3 70.0 45.6 70.0_ -90.0 -65.0 -90.0 -49.8 _ -90.0 -43.9 -87.8 70.0, 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 -63.7 -90.0 -84.4 70.0 63.7 70.0 -48.3 -90.0 4 48.3 70.0 42.2 70.0 A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 - 75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 43.000 48.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS NEG 70.0 70.0 70.0 70.0 70.0 HEIGHT -75.0 -75.0 -75.0 -75.0 -74.4 POS 70.0 70.0 70.0 70.0 70.0 50.625 1 54.000 NEG -75.0 -75.0 -75.0 -75.0 -69.6 70.01 -75.0 POS INEG 70.01 -75.0 70.01 -75.0 70.01 -75.0 69.61 -65.2 POS 70.0 70.0 70.0 70.0 65.2 57.000 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 POS 70.0 70.0 70.0 70.0 63.0 60.000 63.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 70.0 -75.0 POS NEG 70.0 -75.0 70.0 -75.0 69.5 -67.5 60.8 -58.0 POS 70.0 70.0 70.0 67.5 58.0 VE ANALYSIS TABLE 3. (�BASED ON 1/4' TAPCONS OR #14 SCREWS) "XX" WINDOWS GLAZING OPTION: A 5T LAMT (1/8 "A,.090,118 "HS) -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.91 -60.0 60.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.01 -70.4 70.01-67:9 70.01 -60.4 67.91-59.0 60.4 -54.3 1 54.3 1 -51.1 59.0 -52.8152.81-49.9 51.1 -47.9 49.9 -46.4 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) XX " DO S TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/B "HS,3 /8 "SPACE,5116" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) -75.0 70.0 Rehr": A RwNbr": 8 C Chocked a, REVISE TABLES 1 AND 3, GLASS TYPEA ADDGLASS TYPE E TO TABLES 1 4 NO CHANGE THIS SHEET Clete: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH Virrh& Better 47.9 -44.8 46.41-43.5 6.+eMndok Isere CA-740 NTS TEST REPORTS: FTL -3582 58.5 -56.2 56.2 -53.4 53.4 44.8 -42.2 43.51-41.1 5 of 12 42.2 -39.7 41.11-38.6 39.7 38.6 x x x NOTE: IF USING 3/16 "TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX' WINDOWS IS LIMITED TO 46.7 P.S.F 0..oheea,: PRESSURES- X & XX CONFIG. WINDOWS - nee: ALUMINUM CASEMENT WINDOW, IMPACT awrt w. 7045 -8 Roc. C PRODUCT REVISED as complying with the Floribs iluiding Code Acceptance Na 1.. -0 . i E indium Date .. /MP?* '08 By ftila Div' e Product Co 1 716 3 Lucas k Tumor, P.E. PE *58201 Modunk:a "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 TABLE :2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL - 3580, FTL - 3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 COMPA.R_ "XX" WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 72.000 A 1 -75.0 74.000 A 1-75.0 A TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) 'XX" WINDOWS TEST REPORT: FTL - 3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 Dane: 3/17/03 3/25/03 7/1!/03 odder 12/17/02 A -75.0 70.0 - 75.0 75.0 70.01-75.0 70.0 1 -65.5 65.5 { -57.5 57.5, - 54.9.54.91 -5 51.8 1-48.6 48.6 1-45.2 45.2 1-42.4 42.4 68.000 Rend es F.K. RATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 LING O TIONS: A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5116" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 NE:G POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS - NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B, E 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B, E -90.0 70.0 66.2 70.0 B,E -90.0 A -90.0 A -90.0 B. E -90.0 A -90.0 B,E -90.0 A -75.0 B,E -75.0 A -75.0 B,E - 75.0 A -75.0 B,E -75.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 - 90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -86.3 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0, 59.0 70.0 -90.0 -83.6 -90.0 -68.4 -90.0 -61.8 56.2 70.0 50.4 68.4 70.0 61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 70.0 70.0 70.0 70.0 57.5 70.0 54.3 70.0 52.8 70.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 :90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 - 46.4 - 75.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 -90.0 -72.4 -90.0 -58.5 -90.0 - 53.8 -90.0 -48.6 -75.0 -44.8 - 75.0 -43.5 -75.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 69.9 70.0 70.0 45.2 70.0 42.2 70.0, 41.1 70.0 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 51.3 70.0 45.6 70.0_ -90.0 -65.0 -90.0 -49.8 _ -90.0 -43.9 -87.8 70.0, 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 -63.7 -90.0 -84.4 70.0 63.7 70.0 -48.3 -90.0 4 48.3 70.0 42.2 70.0 A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 - 75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 43.000 48.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS NEG 70.0 70.0 70.0 70.0 70.0 HEIGHT -75.0 -75.0 -75.0 -75.0 -74.4 POS 70.0 70.0 70.0 70.0 70.0 50.625 1 54.000 NEG -75.0 -75.0 -75.0 -75.0 -69.6 70.01 -75.0 POS INEG 70.01 -75.0 70.01 -75.0 70.01 -75.0 69.61 -65.2 POS 70.0 70.0 70.0 70.0 65.2 57.000 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 POS 70.0 70.0 70.0 70.0 63.0 60.000 63.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 70.0 -75.0 POS NEG 70.0 -75.0 70.0 -75.0 69.5 -67.5 60.8 -58.0 POS 70.0 70.0 70.0 67.5 58.0 VE ANALYSIS TABLE 3. (�BASED ON 1/4' TAPCONS OR #14 SCREWS) "XX" WINDOWS GLAZING OPTION: A 5T LAMT (1/8 "A,.090,118 "HS) -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.91 -60.0 60.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.01 -70.4 70.01-67:9 70.01 -60.4 67.91-59.0 60.4 -54.3 1 54.3 1 -51.1 59.0 -52.8152.81-49.9 51.1 -47.9 49.9 -46.4 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) XX " DO S TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/B "HS,3 /8 "SPACE,5116" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) -75.0 70.0 Rehr": A RwNbr": 8 C Chocked a, REVISE TABLES 1 AND 3, GLASS TYPEA ADDGLASS TYPE E TO TABLES 1 4 NO CHANGE THIS SHEET Clete: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH Virrh& Better 47.9 -44.8 46.41-43.5 6.+eMndok Isere CA-740 NTS TEST REPORTS: FTL -3582 58.5 -56.2 56.2 -53.4 53.4 44.8 -42.2 43.51-41.1 5 of 12 42.2 -39.7 41.11-38.6 39.7 38.6 x x x NOTE: IF USING 3/16 "TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX' WINDOWS IS LIMITED TO 46.7 P.S.F 0..oheea,: PRESSURES- X & XX CONFIG. WINDOWS - nee: ALUMINUM CASEMENT WINDOW, IMPACT awrt w. 7045 -8 Roc. C PRODUCT REVISED as complying with the Floribs iluiding Code Acceptance Na 1.. -0 . i E indium Date .. /MP?* '08 By ftila Div' e Product Co 1 716 3 Lucas k Tumor, P.E. PE *58201 Modunk:a "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 TABLE :2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL - 3580, FTL - 3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 COMPA.R_ "XX" WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 72.000 A 1 -75.0 74.000 A 1-75.0 A TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) 'XX" WINDOWS TEST REPORT: FTL - 3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 Dane: 3/17/03 3/25/03 7/1!/03 odder 12/17/02 COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR #14 SCREWS r '0" &'974 -172 -174 XOX"WINDOWS TEST REPORTS: FTL -3582 -3582 -3729 LAZING OPTI NS: . 5/16' I (1/= 'A,. i • • , : • • I• : ,. S • , 8' ' • ' Y (3/ 6' ,.090,3/16 "HS) E. 13/16" LAMI 1/8 "HS.3 /8" SPACE 5/16" LAMI -W/ 1/8 "HS .090 1 /8 "HS FTL FTL "0" WIDTH "XOX" WIDTH 26.000 31.0 36.000 38.3 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36.000 72.000 A -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 \ -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 ' - 38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7Q0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 39.500 79.000 A -75.0 70.0 -75.0 X 70.0 -67.8 67.8' -62.1 62:1 -55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 41.9 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 56.4 -53.4 53.4 -50:0 50.0 - 46.9 46.9 -44.3 443 -41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 39.7 45.000 90.000 A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.5 54.6 -59.3 59.3 -53.6 53.6 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 , - 64.1 64.1 50.500 101.000 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43 :5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70:3 70.0 - 66.8 66.8 - 63.5 63.5 -60.5 60.5 53.125 106.375 A -75.0 70.0 -58.7 ' 58.7 -48.7 48.7 -45.4 45.4 - 50.0 50.0 -46.1 46.1 - 44.2 44.2 -42 :2 42.2 -40.1 40.1 - 38.0 38.0 - 36.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 -43.4 70.0 43.4 - 66:5 x -41.9 66.5 41.9 -63.0 -39.8 63.0 39.8 - 60.0 -37.6 60.0 37.6 -57.3 �- 35.9 57.3 35.9 54.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 108.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 591 - 56.4 56.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 - 408 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70 0 -68.4 68.4 - 63.6 63.6 - 60.1 60.1 -57.5 57.5 - 54.8 54.8 57.000 114.000 A -75.0 70.0 -56.2 56.2 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42 5 -41.2 41.2 -39:8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 - 69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -81.8 70.0 -70.7 700 -66.7 66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 -53.2 53.2 58.500 A -74.2 70.0 -55.0 55.0 -43.4 43.4 - 40.9 40.9 - 44.8 44.8 -41.3 413 -40.2 40.2 -38:7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 117.000 B,E -75.0 ^ 70.0 -75.0 70.0 -75.0 70.0 "'-75.0 .70.0 -75.0 70.0 -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 - -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69 0 - 64.9 64.9 4 -60:4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43:5 43.5 -40.4 40.4 -39.2 39.2 -37:6 37.6 - 36.7 36.7 -35.5 35.5 -33.7 33.7 120.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 _ -77.1 70.0 1 -67.3. 67.3 - 63.3 33.3 -59.1 59.1 -55.9. 55.9 -53.0 53.0 _ -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "O" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 1 4 X 1 2 0 X 0 NOTE: IF USING 3/16" TAPCONS OR t/12 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX° WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Florida emitliag Co*. A:iipttnce No t tirdtion Irate a 740/03 Rend Br. F.K. Rowdily: F.K. Rend By. F1C Orson 6y. F.K. Date: 3/17/03 3/25873 7/10/173 Dew 12/17/02 RedsMS: A B Red0one: C Mocked eta, REVISE TABLE 6, GLASS TYPES A & C ADO GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. 60X 1529 NOKOMIS, FL 34274 HIG Visrb& Better �Beerc PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Tile: ALUMINUM CASEMENT WINDOW, IMPACT SanwMcdat Serer NTS sere a... Re. 6 a 12 7045 -8 Rev: C Lucas A. Turner, P. PE @58201 Mofisrdca: COMPARATIVE ANALYSIS TABLE 8. BASED ON 1/4" TAPCONS OR #14 SCREWS ' 4 ' • " • ' ; - 1 3 ' 6 Tv ND• S TEST REPORT: FTL -3582 GLAZINGOPTI•N: A. 5/16" n 1/8 "A,.090,118" "XO" WIDTH "XOX" WIDTH ' HT 26.000 31.000 36.300 38.375 43.000 48.000 50.625 54.000 57.000 60.000 .63.000 '• NE P• NEG POS NEG POS E P•S NE POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.9 -60.3 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.3 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.3 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3 -1/3 -113 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8" -1S) E. 13/16" LAMI (1/8 "HS,318" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 3 X X O O X PRODUCT REVISED Cf,nplving with the Rodin Uuidim Code A +� eptante fto E utlon Date `7 /io % Rersd By: F.K. Revs" By F:IC Date: 3/17/03 mac 3/25/03 Revd Br F.K. Drown By F.K. Qate: 7/10/03 CLOY 12/17/02 A Rork onz 8 Re visicny c pudt./ REUSE TABLE 8, OLASS TYPE A ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Data: 1070 TMHNOLOGY ORIVE NOKOMIS, FL 34275 PD. BOX 1529 NOKOMIS. FL 34274 Visibly Better PRESSURES - XO, OX, & 113- 1/3 -1/3 XOX WINDOWS rn. ALUMINUM CASEMENT WINDOW, IMPACT s CA-740 NTS s...e 7 e. 12 a..e R. 7045 -8 Lucas A. Tumor, P.E. PE 1158201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 O K G NG OPTION : A. 5/16 • rI (1/: •,.s9•,1 /: ' :. / 6 •' ; ' ,• 1• 'I ; • . 7 16' 3/16'A,.••0,316" S) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.0901/8, „ HS) FTL -3582 FTL -3729 "XOX" WIDTH VENT WIDTH FIXED WIDTH 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG PO NEG P N G P1 EG 'OS N G PO t 'sS N G OS UNEQUAL UTES 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 X O B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 86.919 24.000 38.919 A -75.0 70.0 - 69.1 69.1 -63.4 63.4 - 56.5 56.5 -50.4 5 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 ' 70.0 UNEQUAL UTES C -90.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 O - X C -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 7D.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.G -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6, 70.0 -69.7 69.7 -66.3 65.3 -63.1 63.1 UNEQUAL UTES 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9_ -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 33.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.8 70.0 -74.0 no -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 53.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 ' 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.0, 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 . -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -402 40.2 -38.7 38.7 - 36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 130.000 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0' 7 0.0 -75.0 70.0 -75.0 70.0 -75.0 7Q0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 PRODUCT REVISED a cernAiat with the Florida � �`'� AccrPratuc Na „ . -. • E pirativa Oath !!r'iy41ri pOJ R, // i '% h Da `' ''. de Product ._ :.AO C -90.6 70.0 -90.0 , 7 0.0 -90.0 70.0 -79.9 70.0. -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ,-41.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1. -65.1 65.1 -60.5 60.5 -57.4 57.4, -54.6 54.6 -51.7 51.7 134.000 37.000 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40:4 40.4 :39.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C _ -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.91 -53.0 53.0 - 50.0 50.0 Di. '.i. "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. _. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 '. G' 2--_ GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH _90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX' AND'X0X' WINDOWS IS LIMITED TO 41.3 P.S.F. Rival By: F.K ale: 3/17103 R.vkio� A - REVISE TABLE 11, GLASS TYPES A & c 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1329 NON :00.14. FL 34274 o..ogebn ( �b �-' PRESS 'S- UNEQUAL CONFIG. XO, OX & XOX Rand By: F.K. mw. 3/15x03 ReYlimro: 8 ADD GLASS TYPE E TO TABLE 11 Tm.: ALUMINUM CASEMENT WINDOW, IMPACT Lucas A Tumer, P.E. Bawd By: F.K. ate: 7/10173 C NO CHANGE THIS SHEET Vitt* Better s.ti.++ea.� CA -740 smc NTS sn.s: 8 d 12 1 oa.t p w. 7045-$ 1 ?E 1158201 Mechanic:d 6 :a : w n. 2 ° Drawn Br F. K. paw 12/17/02 CB.di.d By Data I • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING -I (SEE SHT. 3) vrvr MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX 167 REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 X 1'°7 PRODUCT REVISED as comptyimg with the Florida Raiding Cudt AcctpBGM Nb /j •� , E • irrtioa t Date / _ (�i:Are, r 8 I /... � — M7 ' i . e PrN�t C ir M. Div• •n i ;Z- 74o /'3 Read ex F.K Rend Ely F.K. Rend By F.K. Orson By. F.K. vox Reriauts 3117/03 A bets: 3/25/03 Rsvtib s: 8 COW 7/10103 Dols: 12/17/02 Rsveions: C Cheabd By NO CHG THIS SHT ADO 13/16' I.G. GLAZING BEAD ITEM SHOW TOP HINGE 1070 TECHNOLOGY DRIVE NOK7MIS, FL 34275 P.D. BOX 1529 NOKOMIS. FL 34274 Visibly Better B r_ o"aa+� SECTIONS Ti.• ALUMINUM CASEMENT WINDOW, IMPACT s.rewas CA-740 NTS sn.ee I orw.re Rrr 9 d 12 I 7045 -8 C Lucas A Turner. P.E. PE 058201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER "X" FRAME JAMB "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT is/ID-SPAN MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE R4IL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL 1.159' 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 2.784" FRAME HEAD, SILL, JAMB 1 I MAT'L: 6063 -T6 — DWG# 7002A 2.919" PRODUCT REVISED as complying whh the Media Melding Coc Acceptance No iralioa Dote / By Mi Div on y �.L "7/0% 5 Read B F.K pause ay. F.K. !Wood By: F.K. Dram eye F.K. Date: 3/17/03 Date: 3/75/03 7/10/03 12/17/02 R6Ntbnc A Rer+iuns: B Revisions: C CMdied ay REI.SED FRAME ASS'Y DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET Owe: 1070 TECHNOLOGY DRIVE NOKJ`MS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS Taw ALUMINUM CASEMENT WINDOW, IMPACT Sodovo K"t CA -740 NTS 10 0 12 Craft No. 7045 -8 Rev. Ci Lucas A. Tumer. P.E. PE C58201 RECEIVED APB 2004 d000 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): (Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) O, !0/.104 W& o 'Phone # c3QS . -e2g Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Address /70( /— /s S ff City /`7 /4 r" 1 j State �( Zip 33 Tenant/Lessee Name Phone # Job Address (where the work is being done) /O07S 6i S ./1 < tg ,ccf City Miami Shores Village County Miami - Dade Zip 3,''/ Is Building Historically Designated YES NO • Permit No. Master Permit No. . RP03- 95 Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Addition EAlteration Describe Work: C 1^nwc { Nsk) � T }a✓-( S1 l'p kw., e � 7 : CAeA 1-0)-1)C P f P SPAJ` — NJ p t CO :Le rrivAil '2.e /act n Gt ct o n - 111uP7i rIt) M - 1 - 61 , pa . MuI) ;D S dv I, I All - 4 /0 M f A iih✓i . Square Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 347 .— CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 3 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ ;by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning M O The expense of such testing will be incurred by thc manufacturer. ACCEPTANCE NO.: 01- 0102.01 EXPIRE&.09 /ik3/2011 ., -redkp so its PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis ,FL 34275 APPROVED: 09/13/2001 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MFTRO.1)AI)1: FI.A(il.l:lt BUILDING 140 WEST FLAGLER STREET. S(IITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290X CON r1L\CTOR LICE iNSIX(: SECIION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT T DIVISION (305) 375.2'66 FAX (305) 375-2905 PRODUCT CONTROL. DIVISION (305)375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Sertes 7017 Aluminum - Fixed -Window ,Non -tin act &Ctn r act Resistant under ehapter°8 of- ihe-Code'of Miami-Dade goveining-ihe use'of Alternate Matenals 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. 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 thc 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. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office 11s04S00011pe2000(ltemplues Dock. acceptance cover Paged« Internet malt address: postmaster @buildingcodeonline.com ® Homepage: blip s / /www.buildingcodeonline.com PCT Industries ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3 26C6 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where thc pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Prcssurc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PW -701 Aluminum Fixed Window — Non - Impact and Large Missile impact Resistant and its components shall be constructed in strict compliance with thc following documents: Drawing No 4231. Sheets 1 through R of R, titled "PW - 701 Aluminum Fixed Window," dated 8/13/01, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dadc County Product Control approval stamp with the Notice of Acceptance number and approval date by thc Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as thc approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Non - Impact Resistant windows, for Design Pressure Rating vs. Window Size, sec Comparative Analysis Tables in Sheet 8 of 8 of approved drawings. 3.3 Impact Resistant windows, sec Design Pressure Rating in Sheet 1 of 8 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with thc approved drawings. 4.2 Hurricane protection system (shutters): to determine whether thc installation requires a hurricane protection system or not, sec corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bcar a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIRENIEN'I'S 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 thc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for thc proposed installation. 6.1.3 Any other documents required by the Building Official or thc South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Manuel crcz, P.E. Product Control Product ont :I Division muter PCT industries ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3 206 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has bccn filed and the original submittcd documentation, including test supporting data, cnginccring documents, are no older than eight (8) years. 2. Any and all approved products shall bc permanently labeled with the manufacture's name, city, state, and thc following statement: "Miami -Dade County Product Control Approved ", or as specifically statcd in the specific conditions of this Acccptancc. 3. Renewals of Acceptance will not be considered if: a. There has been a changc in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with thc codc changcs; b. Thc product is no longer the same product (identical) as the one originally approved. c. If the Acceptancc holder has not complied with all the requirements of this acceptance, including thc correct installation of thc product; d. Thc engineer, who originally prepared, signed and scaled thc required documentation initially submittcd, is no longer practicing thc cnginccring profession. 4. Any revision or changc in thc materials, use, and/or manufacture of thc product or proccss shall automatically bc causc for termination of this Acceptance, unlcss prior writtcn approval has been rcqucstcd (through thc tiling of a rcvision application with appropriate fee) and grantcd by this office. 5. Any of the following shall also bc grounds for removal of this Acccptancc: 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 purposc. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by thc expiration date may bc displayed in advertising literature. If any portion of the Notice of Acccptancc is displaycd, thcn it shall be done in its cntircty. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to the user by thc manufacturer or its distributors and shall bc available for inspection at thc job site at all times. Thc engineer docs not need to reseal thc copics. 8. Failure to comply with any section of this Acccptancc shall bc causc for termination and removal of Acccptancc. 9. This Acceptancc contains pagcs 1, 2, and this last page 3. END OF TUIS ACCEPT NCE 3 O .1 49 Manuel erez, P. E., Product • ntr liner Produ l Division HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Areo 24.47 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16' LAMINATED W/INTEPLAY£R DUPONT BUCACIT£ PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATIN:: t60.0 PSF & -60.0 PSF (3/16' HEAT STRENGTHENED/.090/3/16` HEAT STRENTHENED LAM) +36.0 PSF & -36.0 PSF (3/16' AnNFALED /.090 /3/16' ANNEALED) 4.) ANCHOR AUXIM1M SPACING: 12.000' 5.) NO SHUTTERS REOUIRED 6.) ALL FRAME JOINTS TO BE SEAM .WELDED 7.) REFERENCE TEST REPORT: FTL -2797 ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. / Rubcr PE 039712 Structural • P.E. IUT 2070 tz0AUtoar oat NQUO115, n 34273 aem 4 ` F.K. P.0. BOX 2029 N O6a4et, R 34274 PW -701 A ARCH. 48" X 96" Afaximum Area 30.28 sq. ft. Am. Tie 8/13/01 bacripthaer ELEVAT'ONS, 7/1 ALUMINUM FIXED RMdoec REDRAWN DETAIL C SEE SHT. 7 APPROVED IS wNPLrwO VIM me =MOO= COYPINMCE OFR0L ACWT*Ita NOQ 6 LAMINATED GLASS WINDOW ki L b 0'+�R Ab. NTS I 1 d 8 4231 QUARTER CIRCLE 68" X 68" Maximum Areo 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Area 25.13 sq. ft. i.ARGE MISSILE IMPACT WINDOWS CONT. 'TRAPEZOID 48" x 96 Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Areo 20.71 sq. ft. Ratan L. park P.E. PE 139712 40" EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. APPaOV®AA oorPIY NG NMI TIE Pao WILDING COOECOYPLIAKIOFFICE .NwanIr' MICA QAC]t• fa 1 Rinse iw.w.l aan OF F.K. 8/13/01 REDRAWN 0 ELEVATIONS, 7/16 LAMINATED GLASS ALUMINUM FIXED WINDOW No irco manor aart P.al Box on smwrere 13.0. sh.t om.tq wr4 wawa n ins wut, n Ra SUN I PW -701 INTS I 20 8 4231 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON — IMPACT WINDOWS 1.) GLAZING: 3/16' TEMPERED 2.) CONFIGURATIONS: 0 J.) FOR DESIGN PRESSURE RATING SEE COMPARAAVE ANALYSIS ON SW. 8 OF H 4.) ANCHOR WOW" SPACIAD: 12.000' 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO HE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2764 2780 & 2816 FULL CIRCLE 060 Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Areo 31.46 sq. ft. A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. Rimo *ray: Rai/Wm D`" it° F.K. °i0 a /13/O1 REDRAWN ELEVATIONS, 3/16 TEMPERED GLOSS Dan ALUMINUM FIXED WINDOW DETAIL C SEE SHT. 7 //PROM MI COMPLRNO NUR MR SOUTH saw sr /�17ff1l1- _ PRO • • OMmON COOS =PONCE Robert L Clam, P.E. t Oman, R.r PE s / +rua�ni Jrn s rn 2 P . " x 4 174 PW -701 raft: 3d 8 4231 C QUARTER CIRCLE 68" x 68" Moximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON— IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON .60" x 60" Maximum Area 20.71 sq. ft. 7 / � Zz� Ruben 2L dark. P.E. PE 139712 Unmoral- 1070 izc, cxr aux P.O. BOX 152 laraax a 34175 eon a .11:14 EYEBROW 74" x 37" Maximum Areo 17.83 sq. ft. RECTANGLE 60" x 120" Moximum, Area 50.00 sq. ft. Own 44 F.K. X.dw ar 6. 8/13/01 REDRAWN ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED WINDOW > PW -701 Sealy NTS Ode 8 AS COMPIYINOWTH T =UM ovum at comma! ACCEnTAlc 110.O1 - Cfl7 4231 ES. S I 616 VIEWS 11111_ ..nd Draft •43. 4231 143 • APPROVED AS COMPLYING WWI! 60VD1 COM • 5201 SAW( NAL /12 PAN MAO WOOD SCREV avamuu Haag SEE SE SPIz 1 net, 4 Vtr HEX 10. TAPCON OR ..3/18 FUT HO. TAPCON (CU& RE0 1/4 SHIM SPACE MAX. 7/16 IMPUTED Of .7/16 IEMPINED CLASS /4 SHR14MX. SECTION A—A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & MOOD AT HEAD WOOD SUCK 3/16 HEX 10. TAPCON OR 3/15 FLIT HD. TAPCOR (clog MOW I -IA" MN. & ALTEI NOTES: 1.MAXIAILIAI OVERALL ANCHORAGE METHOD THROUGH 4 OF 8. 2. REFERENCE TEST t./ Woe Clarlt.RE PE1139712 Structural two recto NOON& 500 CLOSED CELL FOAM TAPE FOR 7/16 GLASS ...'E SPECIALISTS OF FL OH BILL OF MATERIAL MK. PART 1 DESCRIPTION VENDOR VENDOR il 1 612242 FRAME HEAD. & JAMB 6063 —T5 AF -12242 i 3 2 653340? U— CHANNEL GLAZ ING 8 6063 —T5 AF- 533402 iEE NOTE 7834 _ 18 x 3/4 PN. PH. SMS SPENCER OR = ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER r : - --T - 688 . 4 62899C/62501C SILICON BACK BEDDING DOW /G.E. OR = 1 Clerk. P.E. 1139712 acturel 5 61412K CLOSED CELL FOAM TAPE FOR 3/16 GLASS TAPE ScrOALISIS OF a OR + °rev° its F.K. • - i28V1510 CLOSED CELL FOAM TAPE FOR 7/16 GLASS ...'E SPECIALISTS OF FL OH 6SM55W SEAM SEALER SCHNEE/MOREHEAD OR = SM5504 3/16 TEMPERED GLASS TRIPLE DIAMOND GLASS OR = iEE NOTE 7/16 LAMI (.1 87HS/.09% 187HS) TRIPLE DIAMOND CLASS OR = 7PWSW 16 x 7/8 FL. PH. TEK SPENCER OR = iEE NOTE 7/16 LAMI (.187A/.09 0/.187A) TRIPLE DIAMOND GLASS OR = ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER r : - --T - ;IBLEJIGHT CALCULATION f Nwrto+ema oounmicwrnne 50U111 r a►anawocona OVVI.T.r9 tn - rilnl ?j DOW WIDTH 71P TO TIP" — 3.00" WH 'DOW HEIGHT "TIP TO TIP" — 3.00" • 1 Clerk. P.E. 1139712 acturel sa..e 4re.: a..rr=.• °rev° its F.K. • - ° 8/13/0 t REDRAWN EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED WINDOW an nvoniocr MC P.O. ear 1511 aWa. n 34275 mem it .74774 rti...t PW-701 I � taw: 6 tl 8 a.,r,r W. 4231 VU u .062 0 PW -7 CIA/ .062 - P EX REFERENCE TEST REPORTS: FTL -1 DETAIL LASS 2780, FTL -2797 & 2816 J/16' ANN --y 090 WIEMAYER EAtE 1.0 —J /16' ANNEALED or TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS of Ruhcn L Q t. P.E. PE 139T12 Structural DETAIL C TYP. 90' CORNER CONNECTION APPROVED Al COtI .YINU aIM Ti IE SOUTH ROCA &Aw 3 co0E • • • 411111 DIVISION MUG= OM COMPLIANCE ACCEATANOENO L- 0102 •C.1 I 1Ry.ne I ' F.K. k 8/IJ/01 too RCl/ADLOGY 011Ac Mean R 34275 OA 662 16b st moo. A 342)4 PW -701 REDRAWN GLAZING & CORNER DETAIL nne ALUMINUM FIXED WINDOW NTS 7 M 8 1 Ma 4231 C Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 1 11. 000 120.000 26.000 1.35.00 135.00 135.00 135.00 ' 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window Widths 19. 125 24.000 26.500 37.000 • 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 3/16" TEMPERED GLASS NOTES; 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for / screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads REFERENCE TEST REPORTS: FTL -2763. FTL -2780. & 2816 / Robert L. .RE. PE 1397t2 Structural Swb Saislaw F.K. Tuer 8/13/01 REDRAWN omploa COMPARATIVE ANALYSIS, NON - IMPACT air ALUMINUM FIXED WINDOW APPROVED AS COMMAND MATH SOUTH 110110A d41mg1 COOSCOYPLUUCE SCUM= 110L] t'LIKWAI 1070 IZDOPLOCY COE P.O. 90. IsN s'eirmAt °d seas• +U A. w. ,q eal� a x775 mama a sur4 PW -701 I NTS I Sb 8a 8 I 4231 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The .expense - of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.08 EXPIRES: 11/01 /2006 APPROVED: 11/01/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER 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 -2558 CONTRACTOR ENFORCEMENT DIVISION - (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 3726339 Your application for Notice of (NOA) of SH 701 - Aluminum Single - Hung Window Impact Resistant 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 ormaterial 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. Raul Kodnguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE0 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. Francisco-J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I1pc2000 \ltempiateslnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com E - Homepage:- http : //www.buildingcodeonline.com Vinyl Tech /Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises .& renews Notice - of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung 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 The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thin 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18 -98 and last revised on 10 -1I -2001, signed and sealed by Robert L. Clark, 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. 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. 3.2 Water infiltration requirements: see design pressure table. 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 not 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.L2 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. 2 Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Vinyl Tech/Progressive Glass Technology ACCEPTANCE No. : 01- 0629.08 APPROVED November 01.2001 EXPIRES November.01,. 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 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 lias 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. Anyy revision or change in.the materials use, and/or manufacture of the product process 'shalt 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 purposes. 6. The Notice of Acceptance number preceded by the-words Miami -Dade County, Florida, and followed by the expiration date maybe 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.needs 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 Isle ► 6_114- Ishaq I. C handa, P.E., Product .Control .Examiner Product Control Division.. DESIGN PRESSURE RATING (P.S.F.) 5/111 LAMINATED 5 5/16 LAMINATED WATER INFILTRATION W WATER INFITRAT10N W WATER INFILTRATION W WATER INFILTRATION -50.0 +50.0 - - 50.0 +50.0 - -80.0 +65.7 - - 80.0 +80.0 11T' 71 :410PIII Tll MMgi - 31111 Y7_-3•■ rS' - WMCia rEllILbnf2.P�T ri z;A1)J[IF -Ffi7F /.T t' 1,1321FFY� I AIMillFIN41/ 111 ii O MIIMI" M. 1.1407 U1411• MAI NMI l.'c. 1• �: l:f ' I,:1i�:PT %' LUIZtl3t% /f/.1;�� f , iTli L.9h. lr11 ?72"1 101"K4'4'"FTTrj_ EfillE AN 9171. U1 r't / 7113:1L11.1I F [.'UL MEW L•1>tZ3:I:.:P_1r.'1IIW� :121!1 I � I Sr!!' =1G?!d!tL6YL:fy: it �la •• ."i1 rn G T�iEIIK ! , e� Sra:t(Ti ui:LyiW =IIIIFMS• IME - i rl' 1111:'Y 111IVEr �. Ills ` rAlf + : llfia._r/ - lim . ?.1a[No7.41 R 1 _ - ' IiT>F��'� 7, BNIEL'L :�.�T;tE11L�(3.131 ■I.11n4t:la: gM111n:1i3FP. ]F .�C3i:FmirlamI ter .MIr1J•11111111111111111i3?:/7731X ilfi • E;..... : Flfl�*l^77•'.S•.'7 MIIMMMrL`:�913:4 11 IF.1411Kfaig.1•111110111111MIMIIIIINIIIIMI1111111 Mt. _A. Ii.11111111111 F211fia►.^r'` Flt • eaM name am•_ MS$::+. _!�� FI! 7C ,itrdi:ciT:T,a7174MI,II_ "1 1' t,J177 .•T1fT11MI.It.'?I E17 a1S i. t :t L2 -b1•?_ 1J .IZ1♦ CIPAIL7 • ALTi� IIMTSIf .'•'if1FTeLIMrT'/MIIIFiZe(li. %L•'�i�� VFW 1.111;L` tr I llaRi �rclAtz. t jrrL --- iEC a ) .1>_ E /rf1::;sT Eft - 2L PfulC Ct1-11111111111111111[3FYZ'101[I2IFTX7 11•fL V4LFIZl! war l'ilf kiranowami.:_�FLr,: 1113 t t , ac.:1l1•t z .l T'ALikittd7ta:1 FI 1E ?2,'aL3 �[� ` ICA F. ,12i�i%:1aWANIF1 i,1C! FIi1(!:1.1 ?T•.�1dt: 3 Z( !t]A:a/1/11111/1111111•[3 INIIII ECII 'i7.iII.TWAf !II1;6i:f iiiiii I ' STICIWA ITEM DESCRIPTION V.T. # QTY. / LOCATION VENDOR VENDOR I /' Raved Or F.K. Rand By: 0.8. drown dy. 0.8. Mac J T/0 818/98 89/ ABLE, EXTR. ELEVATION & PARTS LIST ALUMINUM SINGLE HUNG WINDOW 1 ar 4 PRODUCT RENEWED warm= ' =Farm DAttt Tar TONE 5 3/4 11000-1 M. CH CENTER 1YP. HGO Q SILL 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING SEE TABLE 4.) ANCHORS: MAX. 5 3/4' FROM EACH CORNER (HEAD dr SIL) MAX. 8' FROM EACH CORNER (JAMS) MAX SPACING AT HEAD & SRI. 13.080 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 8.) REFERENCE TEST REPORT FTL -1889 53.125 MAX. 11" ,VENT 17F,• 50 1/2' x 38 I /4' ELEVATION I ARGE MISSLE IMPACT WINDOW$ 1.) GLAZING OPTIONS: A 5/18' (.350) LAMINATED GLASS a 55 /18' (.550 )L LAMINATED MASS (1/8' heat strengthened /.090 Rlm/l /8" heat strengthened) 7 s 13 1/8" ON CENTER /0L, Robert L. Omit, P.E. PE &39712 Structural 1070 TELHNOLOCY 02W NOKOMIS, ft 34275 P.O. BOX 1522 NOKOMIS. ft 34274 5mro/+Iee.e SH -701 soa.: NTS txo.tne Na 4040 a 76.000 .737 INACTIVE 2.784 .655 EXTERIOR so V INC at 2.784 REFERENCE TEST REPORT.. FL -1889 ROUGH OPENING 2.330 .500 34.500 DAYLIGHT OPENING ACTIVE r 34.500 YtICH1 OPENING VERTICAL SECTION INTERIOR ROUGH 1.123 O EXTERIOR INr 'IoR Robert L. Cork, P.E. PE #39712 Fauctural 53.125 49.625 OAYUGHT OPENING ICI P. G T. 48.250 DAYLIGHT OPENING HORIZONTAL SECTION ftT INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. n. 34275 P.O. 00X 1529 NOXOMIS, FL 34274 au,F Kum`. X 10 /1 r/0 8,18/98 anon 1>x oo0S: D. B. 2/9/98 aernyROn: SECTIONS aewa7aw: TB, TABLE, EXTR. Revhtonr. A 2.710 FtODJT RENZ1VSD y(yiRA nosam .N 0 ✓ I.e .s� ) • Llnw�o� MINDDKI ALUMINUM SINGLE HUNG WINDOW Bowe S1-1- 701 Sc&r NTS 2 of 4 0a919 4040 ROUGH OPENING Raw. .737 .705 O ALUM. 6063 -T5 .062 f -- 2.784 fl r .062 1 ® ALUM. 6063 -T5 -11.165 1e-- 1.348 413 -�j r- 0 ALUM. 6063 -15 REFERENCE TEST REPORT: FTL -1889 .655 T k--- 2.784 O ALUM. 6063 -T5 2.274 1.187 -11.057 .678 .050 - ® ALUM. 6063 -T5 .062 - r 2.330 1 .062T 1.707 O ALUM. 6063 -T5 1.4511 .490 .062 2.710 -� 1.123 0 ALUM. 6063 -T5 1.350 k- © ALUM. 6063 -T5 ALUM. 6063 -T5 /0//// Robert L Clark, P.E. PE 039712 Structural DUST'R {ES P.O. BOX t529 NOKOMIS, FL 54274 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 1NTERLAYER SAFLEX BY SOLUTIA OR DUPONT PV8 Rout k g DA 2 /9/98 5/16" LAMINATED GLAZING DETAILS 10 /11/0 Aa /98 T8, 7B TABLE, EXTR. 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED CLASS ?PODIUM !MAW AOCGty1R>Cil =motto re ir i t D .moa.-- N4d10S DOOMpROn: EXTRUSIONS & GLAZING OPTIONS ro °RAE ALUMINUM SINGLE HUNG WINDOW CIP std.: /efadsi: Star Wm* Droving No. Root SH -701 NTS 3 4 4040 B 1 x W000 • • • . 4 BUCK „'• TYP, S1L4 TYP. HEAD , 1.250 REFERENCE TEST REPORT: FTL -1889 .250 1/4 TAPCON #12 PANHEAD TYP. SILL TYP. HEAD • 1.500 .250 2 x WOOD BUCK 1/4" TAPCON Robert L. Clerk, P.B. PE #39712 1.250 .250 1 x WOOD MAX, BUCK TYP. JAMB :070 TECHNOLOGY 4E . ft. 7733 P.O. BOX 1,529 NOKOANS FL 34274 5.141 Iladsh SH— 701 MAX. Rrvsd Dab: TB, F. . 10/1 TB, TABLE, EXTR. a /98 Rsvfaknr - brawn Ely: Drag. D.B. 2/9/98 Duerip9on: ANCHORAGE NTS ALUMINUM SINGLE HUNG WINDOW SIIM� 4 a 4 TYP. JAMB Drawing Na. 4040 PRODUCT SNZWIE axwti4nia. 4 :4∎ 0012217113q COM! 1s £ J A% Ekraghs seem M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis ,FL 34275 Your_application- for- Noticerof Acceptance (NOA)_of 1 "x Std. Wall -_ Aluminum- Tubc- Clippcd_Mullions under Chapter 8 ()Idle Codc 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 jobsitc 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 rcvokc 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.: 00- 0912.05 EXPIRES: . Raul Rodriguez. Chief Product Control Division TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL ('AGES 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 Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/2R/2001 \\ s0450001 \pc2000\\templates \notico acceptance cover page.dot Internet mail address: postmaster ®buildingcodconline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONIPLIAN(•F: OFFICE ItIFTR0 -DAI)E FI.AGI.liK IBUJll.l)ING 140 WEST F SI'RrEr. St)FFI: 16113 MIA \11, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTI4AC1 I.ICF :NSIN(: SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR F :NFORCF: \I ENT DIVISION (305) 375 -2766 FAX (105) 375.2908 PRODUCE CONTROL DIVISION (305) 375 - 2902 FAX 005) 372.633') Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office I lomepagc: http : / /www•.buildingcodconlinc.cnsn PCT Industries ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 2 8 2001 JUN • 2 8 2006 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with thc South Florida Building Codc (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 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with thc following documcnts: Drawing No 6620, Sheets 1 through 5 of 5, titled "I" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.E., bearing thc Miami -Dadc County Product Control approval stamp; with the Noticc of Acccptancc number and approval datc by thc Miami -Dade County Product Control Division. These documents shall hereinafter bc referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for cithcr l x2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizcs and design pressures arc to be limited only to those appearing on charts referenced above and also listed in the individual window's Noticc of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall bc installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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 bc accompanied by copies of the following: 6.1.1 This Noticc of Acceptance, with mullion option indicated. 6.1.2 The Noticc of Acccptancc of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of thc approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documcnts required by the Building Official or the South Flori a Building Code (SFBC) in order to properly evaluate the installa • n of t tis system Manu 1 crez, P.E. Product Cog Examiner .Produ ontrol Division PCT Industries 3 ACCEPTANCE No.: 00=0912.05 APPROVED EXPIRES NOTICE Of ACCEPTANCE: STANDARD CONDITIONS JUN 2 8 2001 JUN 2 8 2006 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has bccn filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's namc, 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 Acccptancc will not be considered if a. There has been a change in the South Florida Building Codc affecting thc 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 thc correct installation of the product. d. The engineer who originally prepared, signed and scalcd thc required documentation initially submitted, is no longer practicing the engineering profession. 4. Any rcvision or change in the materials, use, and/or manufacture of the product or process shall automatically bc cause for termination of this Acccptancc, unless prior written approval has bccn requested (through thc filing of a rcvision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any othcr purposes. 6. The Noticc of Acccptancc 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 Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and othcr documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Noticc of Acccptancc consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPT NCE _., Pcr Manu z, P.C., Product Co.trb1 xamincr Produ ontrol Division r W -WI +W2 (2) WINDOWS MULLED TO;ETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: TYPE "B" C" OR b" 907H ENOS' 1 H J GLAZING PRODUCT j MLWON GLAZING PRODUCT H = HI+H2 (1) WINDOW MULLED W /QNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR HI +H2. MULL LENGTH = W ANCHORS: 7rPE "6 C" OR "0 BOTH ENDS w TYR. MULLION GLAZING PRODUCT MI 42 GLAZING PRODUCT HI W I— # —w2--{ W I W -WI +W2 H - HI+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR WI+ W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 ANCHORS flPE A• ANCHORS: TYPE. 9 ; C" OR ro, BOTH ENDS w H: HI —W I— — W2— I —WJ W I W - WI +W2 +WJ H - HI+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR WI +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 APPROVED AS COMPLYING .9TH THE Boom FLORIDA DULIMNG COOS BY PRO ol�T�jT IDRROOL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 E4 12 .ORS NOTES; 1. FOR ANCHORAGE TYPE, OUANTI'Y AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT Qc NON — IMPACT 4. R£FERENCE TEST REPORT FTL -2902. 2903 AND 2975 '7 yN Robert L d k, . P.E. #39712 SMllrtural PST INDUSTRIES AM9 Br raid: Drown P.J.P. 1070 TECHNOLOGY DRNE P.O. BOX 7529 NOKOMIS, fL .14275 NOKOMIS, FL 34274 Cn09 By raw Oot.: 4/28/00 SM.,/une.L MULLS R..iionr O.,WPtien: ARRANGEMENT DETAIL 1" STD. WALL MULLION Seel.: NTS 5N..t: t 5 Om.in9 No. 6620 P.G.T. 1• MULL —,,j_ 1 MULL WLLION CUP C✓1 TINGES OFF Or A/LYl CLP TO MAY A \\ wSTALL A.5 S HO P.C.T. MLLE FOR 1 MULL i" F— 4 . 5 MIN. 1 --1' OR r /12 I.N. S.MS. STAGCERED ON OPPOSITE SIDES (SO AS NOT ro PREPTERE MDT EACH OMER) rnP Et TYPICAL MULLION TO MULLION INSTALLATION TYPE A" 2 OR 4 TYP CAI MULLION TO STRUCTURE WITH WOOD BUCK TYPE '6" NOTE,' f. TOR MULL SIZE AND QUANTITY OF ANCHORS REOU!RED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. OUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE OU <NTITY OF ANCHORS FROM CLIP —TO— OPENING. /17 S.M.S. 799/) AL E RS U&57 8C WOE COUNTY /AVOWS). SEE NOT /7 /12 F.K. 5.07.5. STAGGERED ON oPPOSPE SIDES (SO AS NOT TO INTERFERE MN EACH CMER) SEE NCI( /7 v� /12 74000 SCREW (799/) MIN. 4 PO4E1RA1)ON 71470 MOOD BUCK. ALL FASTENERS MUST BE DADE COUNTY . APPROVED. S(( NOTE /1 P.G.T. I. MULL/ON 1.700 BUCK R(MOKD TO CONCRETE • P.C.I. 7, MULLION 741700 BUCK MOOD HICK r 2 . OR 4 — 4 MIN. --{' r— 2b n ') 9 ; . A y 4CN wort /1 ( a I S[L NOTE /1 I TO ( _. _._... .�. ( MIN TAPCON (246/) I M. I yy PchrRA INTO A 1 IIN. / C O IN NtRCT5 OR BLOCK • -� ' :.: • • STRUCTIINE. ALL FASTENERS MUST BE WOE COUNTY APPROVED. 5EE NO77 11 TYPICAL MULLION TO STRUCTURE IVITH WOOD RUCK REMOVFO FROM CONC. TYPF "C" 1 MIN. /72 F.N. 5.4/.5. STAGGERED ON OPPOSITE SIDES (so AS ...or r0 r INRRIERE MM r 1' OR s'— TYP CAL MULLION TO STRUCTURE WITH WOO BUCK AND CONC. TYPE "0". 11: F.N. S.M.5. STASGERED ON o6705RE 510(5 (50 AS •07 TO NTTRFERE 7411/1 EACH OTHER) SEE NOTE /7 TAPCON (7.6/) MN. 11 PENETRATOR INTO CONCRETE OR BLCCK SIRICRIRE. All FASTENERS MOST BE CADE COUNTY APPROVED. SEE 1471E /7 APPROVED AS COMPLYING 9111111 HE SOUTH F.oRN d MO 07 • ORO•. Cr • 1 ROL SON 0WL0046 CODE COMPLIAIICE OFFICE ACCEPTONCE ILO O O - 0 9/2 .4.s 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMP7RTANT: OUANTITY OF <NCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. Robert LQ k.P.E• P.E. #39712 Ctmlt1Va1 INDUSTRIES Rev.6 957 00 Drown By. P.J.P. 1070 TECHNOLOGY DRIVE P.O. 805 7529 NOKOM15, R 34775 WKOMIS. FL .74271 CNSO B( 100701 Dote 4/28/00 50Nes/.44 14: MULLS Revisions. DesrMUOn: CLIP 3t INSTALLATION DETAIL 517.: 1" STD. WALL MULLION 5.14.1 NTS 5/.071 2 0 No 6620 R..: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLICATION. A 2 0 14 MAX J J� 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) �) F I I 4' 1 — 4 MAX. I 8 MIN-- L q '-. • 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1097 F-2 L_f , LI 4 '1 MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSON OWC / 1099 MIN. FROM ~I END (TYP) 1 1" MULL CLIP W /TABC REMOVED FOUR (4) /.NCHOR LOCATIONS EXTRUSON DWG / 1099 APPROVED AS COMPL,'ING %Afll TIIE CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 X 1 x 4 x NOTE. el Cutif 1. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 yi 3y7/ FAT INDUSTRIES Rend fly: t ome. Dre.n Be. P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1329 NOKOMIS. T1 34275 NCKOMIS. R 34274 Cn.e Be Del.: Dale: 4 /28/00 Oe.cnDl:en: 1" MULLION CLIP ANCHOR LOCATION T7a: 1" STD. WALL MULLION MULLS Ude: NTS Sneer: 3 SOUTH fl(INEA (1j11l'�( TE PATE .1 ( (W� ev ' PR Orrt9OL DIVISIOII DH CODE COMPLIANCEOFF .r BUIL y l e .Ire Nn 00'0 °, I2. R:.:a:ena. Dram? Na. 6620 Rev: 4 --8 (T x STD. WALL MULLS M.4T'L: E063 -T6 APPROVED Q AS comPP L WTI l THE DATE rJ j ' 4. 11 'E BY PRO • • TROL 01 ION BOWING CODE COUP/MCC 0 E ACCEPTAYCENO 0 0 _Oy NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2575 /y .E. Robert L perk, P.E. A34i12 Structural INDUSTRIES Rind By IDlle: Drown By- 1070 TECHNOLOGY Dan' P.O. BOX 1529 NOKOMIS, X 34275 ROKOABS, XL 34274 CAkd h: re: � t 4/28/00 Sertea/YUeeI MULLS RMa:ons: DexrlPllon: PROF'LES TRH: 1 " STD. WALL MULLION Sceh: NTS Sheet: 4 eI 5 6620 Row 1x2x.125 OPENING WIDTH IN INCHES 2 Anchors 50T 60 70 ( 80 90 100 110 120 130 160 _ _ 42 129 I 115 107 _ 48 83 73 67 50.625 70 7 61 55 54 57 1 49 44 60 4 35 31 _ 63 35 30 27 66 30 26 23 72 23 20 17 76 20 17 15 78 18 15 _ 84 - 90 96 - 108 - 111 - 144 1 x4x.125 �— - 4 Anchors I 50 60 42 170 170 48 170 170 50.625 170 170 170 170 170 170 170 170 170 170 170 170 143 54 170 170 170 60 170 170 157 63 170 160 141 _ 66 170 145 127 721 142 120 105 76 120 102 90 78 111 94 83 74 84 88 75 65 59 90 72 60 53 47 96 59 50 43 38 108 41 35 30 27 111 38 32 28 24 144 17 l - - 104 103 103 103 103 103 103 63 61 61 61 61 61 61 52 50 49 49 49 49 49 41 39 38 38 38 38 38• 29 27 26 25 25 25 25 24 23 22 21 20 20 20 21 19 I 18 18 I 17 17 17 16 I ' OPENING WIDTH IN INCHES 70 1 80 I 90 100 110 120 130 1 160 170 170 170 158 I 157 127 112 162 134 128 119 115 106 95 87 81 74 46 37 68 53 43 35 24 22 100 96 81 77 93 74 69 65 63 63 49 39 32 22 170 170 170 60 30 170 170 170 170 170 170 170 170 170 157 108 106 57 44 35 28 20 19 20 19 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A • TIME. SEE SHEET ' 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 157 157 122 124 122 122 106 92 72 61 106 92 71 59 55 42 33 27 53 40 31 24 18 I 16 16 _ Robert L Clark, P.E. P.E. #39712 Structural FA INDUSTRIES Rood By. roe: Drown er P.J.P. 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOXOMIS. R 34275 NOKOMIS. FL 34274 Vertical Mull Mull fff! Length L_Opening_l Width Horizontal Mull Opening Width 1 II 1_ Mull Length Multiple Mulled Units Mull Length Opening Width 044 By 001.: 0.). 4/28/00 5.,4■04000: MULLS 50.1.: NTS 50..): 5.15 APPROVED AS COMPLYRG 1MTN THE „HFj Artm DE BY PROD) T NTROL ONISION BUROU)G CODE COMPIUVCE OFFICE }:CE OTANCE no 00 -041 t . .r R..i.ion4: PRESSURE CHARTS TRW 1 " STD. WALL MULLION CH..; NO 6620 R.,: M I��DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. MIAML -DADE COUNTY, FLORIDA METRO -DADE FLAGLER 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 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 2 "x Std. Wall - Aluminum Tube Clipped Mullion 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. ACCEPTANCE NO.: 01- 0323.04 EXPIRES: 06/28/2006 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: 06/28/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I1pc20001 1templateclnotice acceptance cover page.dot Internet mail address: postmaster®bulldingcodeonline.com • Homepage: http : / /www.buildingcodeonline.com PGT Industries 2 ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, 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 2"x Std. Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6622, Sheets 1 through 5 of 5, titled "2" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIIVIITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 2x4x.125 (6 anchors) mullion or 2x6x.125 (6 anchors) mullion, see corresponding table in approved drawings. 33 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.13 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. 6.1.4 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. an 1 Perez, P.E. Product C . er Prod ontrol Division • 01- 0323.04 JUN 282001 JUN 2 8 2006 PGT Industries ACCEPTANCE No.: 01- 0323.04 APPROVED EXPIRES JUN 2 8 2001 JUN 2 8 1006 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 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 needs 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 ACCEPT CE 3 Manuel P Product z, P.E., Product Contro trol Division 1 GLAZING PRODUCT _ - / 1 TYP MUI:UON GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT ---- W1-- •i ----W2 w3-- -j W 1 GLAZING PRODUCT _ - / 1 GLAZING PRODUCT W W1 +W2 (2) WINDOWS MULLED TQGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = 11 ANCHOIM OR b' 80TH IINDS L 4. REFERENCE TEST REPORT F71-2902, 2903 AND 2975 GLAZING ART � MULLION GLAZING PRODUCr NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT H H1+H2 (1) WINDOW MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W W • W1 +112 H • H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1070 1EC?WOLOGY Mi ?MOWQ R 34275 Revd es raw CAAd Itelkstim Orsaa P.J.P. "4 /28 /OO Rearlbttar W • W 1 +W2 +W3 H • H1+H2 P.O. SOX 1529 WOWS. Om D,asev to. OWS. r1. 34274 MULLS ' sk 1 x 1 05 6622 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR 111 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 APPROVED Ai CO PLYING Y11TH1191 t}OIRH or COME mapDwoc1N, n L � 2" STD. WALL MULLION ARRANGEMENT DETAIL TYPICAL MULLION TO MULLION INSTALLATION TYPE "A", MIN. moo (TYP BUCK ' OR tY--i MIN. TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK jYPE "B", NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP --TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER 717 CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPUCA7ION. 112 EA Sits SSTTASOERED ON OPPOSITE SIDES (SOASR WIORFE� OT WON EACH SEE NOTE 1 112 NO00 SCREW ?4IM 11, PENETR4TION INTO ROOD RUCK ALL RASTMERS WV RE OWE COUNTY APPROVED. SEE NOTE It / /64 Robert L.Clark P8 1439712 Structural TL'PICAL MULLION TO STRUCTURE WITH WO2D BUCK REMOVED FROM CONC. TYPE "C 1« Dross P.J.P. 1070 1ECNWQLD01 ORTYE P.O. 90x 1929 N 1413, NOTA1413, FL 34273 NORMS, R 54274 ChwM r-4` OR 6 "--1 OTM: COI SEE NO 1 PENETRATION INTO d • :'. STRUCTURE. I. FASTENERS •• MUST RE OACE COWRY ' APPROVED, SEE N01E It oR e' IYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D 1P F.N..S ON 0 W 10 1IIlERfFltE W N 2' STD. WALL MULLION & CLIP INSTALLATION DETAIL >a AaAO SCOW AV* MOW MO MULLS i x 20f5 6622 ASMIOVED AB comma raw Of SOUTH • Cq,, OMAN 0001 ONION aU0. ONOCOOi00MPNANCE ........ OI— oSa►3. IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 2x MULL MULL SIZE 2 x 4 xi 2 x 6 x4 A' 7. MIN. FROM END (TYP) i" MIN. (TYP) 2" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG / 513 , L curt REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 0191/ 1070 MONOLOG? DRIVE Drown Ito, P.J.P. MIN. FROM I ENDS (7YP) aye � tea: 4/28/01 2" MULLION CLIP P.O. 80X 1529 NOxnw$ FL 34875 MOW& FL .4274 MULLS MAX. A LOCATIONS 8 MIN . - --- 'A'- -- 1 MU SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 SOON 3 5 APPROVED A8 OXI PLYING IMTN TNII eugDUlo CCM OOMPLIANCE CCP= ACCEPTANCE oi- O Sel. °V DAB Na 6622 4 t 8 2x STD. WALL MULLS MAT'L: 6063 -T6 j y am / Robert L. Clark, RE P.E. #39712 Structural ftriftibmb 1070 1tiCNNOLOO" DRIVE P.O. HOX 1529 NOXOIM FL .14275 NOR0 FL 34274 MULLS APPROY6D A9 OMPWW van s tlm MOON CONCaevwtae ACDEPTO 0f " 1 • 0 4 Rand fp rats: Orem eba P.J.P. Olded 13 4/24/00 2 ST D. WALL MULLION PROFILES I 17; ( `5 l°or`'° 6622 I Rae 2x4x118 6 Anchors 42 50.625 54 60 6 6 170 170 153 170 170 149 130 170 170 161 170 2x6x1/8 8 Anchors 50 60 70 42 170 170 170 48 170 170 170 50.62 " 170 170 170 54 170 170 170 60 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 184 148 148 131 134 118 111 97 OPENING WIDTH IN INCHES 80 90 100 110 120 130 160 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 158 155 155 155 155 133 124 118 114 113 113 113 118 110 104 100 98 98 .98 108 98 92 88 86 85 . 85 88 80 76 71 68 66 78 71 66 82 69 57 73 67 82 58 58 54 51 82 57 82 49 48 44 41 54 49 45 42 39 37 34 47 42 39 36 34 32 29 37 33 30 28 35 31 80 90 100 110 120 130 160 170 170 170 170 . 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 159 158 182 149 139 126 123 131 122 115 110 106 124 115 108 103 99 95 118 105 97 91 88 82 77 100 90 83 77 73 69 83 c 96 108 111 100 144 59 42 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE 2. DESIGN IS BASED ON OPENING CONSIDER ONLY 7W0 ADJACENT 3. REFERENCE TEST REPORT FTL -2 IN PSF. 28 OPENING WIDTH IN INCHES 56 26 24 21 28 24 I 23 20 L I 170 158_ 121 103 WIDTH. FOR MULTIPLE UNITS, UNITS AT A TIME. SEE SHEET 1. ' .,y7i y 902, 2903 AND 2975 Robert L. 9 71 RE. 902, Structural 1070 TECHNOLOGY Mit NOKOMIS. FL 34275 Iambi I Clrem 110 P.J.P. PRESSURE CHARTS Mar Vertical Mull (.Opening,l Width Mull Length 1 Multiple Mulled Units \Opening Width Gnu Bs Mull Length Ode: /28/00 APRUNE040X0WWIMITTE ACCEPTANCE NO. o1- o11,..r 2" STD. WALL MULLION PRESSURE CHARTS ka Soar? Sheik aos4 0 No. Noma. PL 3 9 42741 MULLS NTS 5 of 5 6622• lbst BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Therma -Tru Corporation 108 Mutzfeld Road Butler, IN 46721 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 AH.1 (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: Series `Benchmark" S/E Double Outswing Opaque Insulated Steel Door APPROVAL DOCUMENT: Drawing No. 0-99 -1015, titled " Outswing Opaque Insulated Steel Door in Wood Frame ", sheets 1 through 4, prepared by R.W. Building Consultants, Inc., dated 7/28/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 99- 0909.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. (Ta 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- 0805.03 Expiration Date: August 31, 2007 Approval Date: September 5, 2002 Page 1 DESIGN PRESSURE RATING TABLE OF CONTENTS SHEET / DESCRIPTION POSITIVE + 47.5 PSP •i•M ON a :_ ••I* u'._._ A.ii. 2 ICI VERTICAL CROSS SECTION dt BILL OF MATERIALS 3 WI HORIZONTAL CROSS SECTION St DOOR MODELS 4 ANCHOR LOCATIONS 0 G '�/ / .fie t`� E 0 [ X �/ X DESIGN PRESSURE RATING TABLE OF CONTENTS SHEET / DESCRIPTION POSITIVE + 47.5 PSP •i•M ON a :_ ••I* u'._._ A.ii. 2 — 50.4 PEP VERTICAL CROSS SECTION dt BILL OF MATERIALS 3 • HORIZONTAL CROSS SECTION St DOOR MODELS 4 ANCHOR LOCATIONS DESIGN PRESSURE RATING \ o *r is oo mmi INTTTRLTIc" IEOIMtIWQa q NO1 IREOlD POSITIVE + 47.5 PSP + 47.5 PSP NkGATWt — 50.4 PEP — 50.4 PSF BENCHMARK OUTSWING OPAQUE DOUBLE DOOR Ma mcx Y19Agm SRO. CooII TIM MX PARS GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 E01110N FOR MVN7 —OADE COUN7Y. 2. WOOD DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTEO AS SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR OPAQUE MODELS POS. +47,5 REG, —50.4 5. AU. DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. 7. LATEX OR SOUCONE GUUtINQ AS NEEDED TO SEAL UNIT INTO BUILDING ENVV.OPE. OUTSWING INSULATED STEEL DOOR (Common to oil frame conditions) new Leaf Cnnetruottoi Foos .h.Ms 24 go. (0.0257 minimum thicenae, Goloonleed Reel A -525 commorooI outlay — AKDQ pa ASTM 520 with steel strength Fy(ow.) - 22.2 est. roe deslon: Potyur.thens foam (COrpenter Chemical with 1.91 deneay) eon IcmtnRad to inside faces. Construction: The verticoi Inlets ore extensions of the chin, roe formed to o mechonleol lnterlock, hortrontal edges me welded together of two places wee. 1 74.0" O.A. MAX. FRAME WIDTH 1 8' -O" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (IMPACT SHUIILNS NOT REQUIRED PRDDI$CE #CHEWED p as w seCed :11 IM 91eeMs Ateeptetwe 1 0 :to •01 n0 7 t11901E0 13 coupon 10114 nit 011 It MA 9WLMLC0 CODE GAT. �..,..wr...ra�.. 1 5T 1D 1 CONSULTING (813) 664 -3831 am 7-28-99 11 001 017 3 03 0101.0010 COOS C0MPL1AN0 OmRCE &0001131t5 NI [ i t t sREEr 1 or soul N.T.S. aft im R.W.B.0 OIL En MOM IKIa 0 -99 -1015 (TEN DESCRIPTION 1 Extruded cluminum 4ftrago1 606 ,1 -T5 2 Hinge (1-1/4 x 4 -1/2 Wood Jamb 3 i Head ( 4-1/2" amb 1 1 4" 4 Benchmark 4 "x butt hinges 2ga (.085 C.R steel 5 9 x 5/8 PFH wood screw 6 l0 'x S PRFHI wood screw 7 10 x 2" PFH wood screw B /16 tapcon (1 -1/4" into masonry) 9 Polyurethane room (Carpenter Chemical — 1.9 Ib. density) 1 Bump face wood copped aluminum threshold 1 13 Compression weotherstri• Schlegel 0 —Lan QOS 650 14 Magnetic weatherstrip TPA 16 race sheet 24go.(.024" thk.min) galvsteel steel A -5 5 Fr "22,2 ksi,(mtn.1 1 Hinge steel minforcement for doer (.055" x 1 -1/6" x 5 -1/41 l Wood lock rein}, (1.6875 x 4.0 x 4.0 ) 20 — 21 N8 x 1' PFH wood screw 22 Facq plate filler 23 Woe x_ 1/2" la. oe "A8" PH, SMS. 2 24 26 Schlegel — Grade 11 A53P004— PLY -505 entry Iogk 26A Weslock series 1800 lack 258 Kwikset series - 200 DL passage 25C Kwlkset series 400 DL passage 2`1 Sehlege Grade 1 — B460P -605 single cylinder deadbolt 27A Wealock series 1800 deodbOlt 278 Kwikset 660 deadbolt 21C Kwikset 680 deadbolt 28 #8 x 1 -3/4 PFH wood screw 29 — 30 o x 2 -1/2" PFH wood ecrew 31 6 sliding bolt by National or Ives 32 — 33 Masonry well 34 2x wood buck 35 — 36 1/4" max. shim space 1" VERTICAL CROSS SECTION OPAQUE DOOR PRODUCTRCMBWRD a cawg'ing wIN W nade srulac AftwPinp ! .05 o M Oh APPROVED AS CD%tPlYIND W11N THl R. IDA BU'trn8 COX BY PROWS ( DWI BWI.OINO CODE CONPUOG8 OPTIC( ACCEPTANCE NDItCrnir1 •n 1 a 0 a CONSULTING , (613) 884 -3631 oae7 -28 -99 sem: N.T.S. owe. en R,W.8.0 oat. an soma Neu 0 -99 -1015 Slat 2� or 4 3' MIN, EMB, 0.125' """ APPROVED A3 CONlPITINC WI14 NI Ft0•.• 1101NC CODE 8 D;Y S 4N DIMING CODM��C�O�MPP,t,�N�CCC°° O,EE�AC�E ACCEPTANCE NO. lal- z g N C1 > g. 0 z CONSULTING {813) 684 -383 oMt 7-28-99 Wth N.T.S. Dro. NPn R.W.B.0 ant, NPn JUAN N04 0 -99 -1015 A4W 3 or 4 EXTERIOR 0 wi►/ �.//, 0 .... ----,; 10,-- • 44 1 7 i i r1141 l ® ® p ® Cal =I 1010 HORIZONTAL CROSS SECTION OPAQUE DOOR r ®10 1010 IIIIJI 0.125' MAX. WIDTH W /ASTRAGAL 36.375' INTERIOR El 03 0. A. MAX, FRAME WIDTH 74.0' CIN 181 OPAQUE DOOR MODELS (SHUTTERS NOT REQUIRED) — 0,125' 0.025' MAX. WIDTH 35.75 1,3 1.75' N 0 + - 1 -1/2" ANCHOR LAYOUT FOR 8 -O" 000R 21 H • 8,75' C U fU • l T SEE NOTE NO. 2 NOTE: 1. 8'8 DOORS, DEAD80LT ® 5.5" CENTERUNE 2. 8'8 DOORS, 3 HINGES PER HINGE JAMB -"cr-- 5.S' ON 6'8 MODELS 12.5 ON 8'0 MODELS a 'I 6.0' TYP, e TYP, ASTRAGAL uNABLTINC WITH THE GOUT, Ft DA BUILDING OWE DA 201 Dry LAY WILDING ACCEPT*1 E C00E COMBWNCt at.. ACCEPTANC NO,� ' ^" -' �, �- g tn a8 �n 1 a CONSULTING (813) 684 -3831 an 7 -28 -99 SCAM N.T.S. C.•1 ae R,W.B.0 NM. Bh OAWA@10 NO.: 0 -99 -1015 ORAY 4 CV ,�, • .N This NOA shall not be 'valid after the expiration date stated below. The, MiamiXada County Product Control Division On Miami Dade County) and/or the ABI (in areas _other .than Miami Dade County) reserve the ,right to have this product or mite:tat tested for quality assurance purposes. if this product 07_ material fails to perform in the accepted manner, the mantifaeturez will Meer -the expense of such testing AH.1 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- Dide:County'FroductContraDivision that this product or Material fails to meet the requirements oldie applicable building . • ode;. :: : • --, 4:amprred. as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the :1 •,... , ••••• :,,,: :..: -:•.,.-...?.....,•• , ----- - Not,. ..:.... ...• );:,-. ':-.1. . - .n. ." EGarage-Dtior:9'0" k tefiria 4 cwpt : titled "HDG/HDGL, 60/68„ 4300101, 43101674IDGL., 4400/01, 1-i 1eit sheets 1 Of li bY 'Cltinay Building:Products', signed and ii ... :-..., -... ••:-.-• ...,,,: i ' i" ii;iiing:.*:itliiiiiii‘iiid'e County Proditei Control Renewal Man * with die Notice* of • .,. ...• • • . . . . .. • _ . ... • , . . ,.• -,•: 4..... .• ,.... : .. • ,,•;q$P-0:00:datthY,,Itt_ :eXiatni:Dade County Product Control Division. • • 146611145 0 4 .C 7 40 .4 F G •t*EiOn*Stialiitct LABEilNeitiCh.tutirshitlisbear a-perrnatient*el With niamtfactunt's name or logo, CitY state and following statement; "Miailittedetiiieni.j:PrOdnet-.Control-ApproveCiallessntherwisenoted-herein: RENEWAL. oftbis NOk_shill_he.owisillered_afteva_tenewat-application-has-been-filed and there has been no change in the applicable.bugding.code negatively affeiting_the_perfomiance of this-product.. ' TERMINATION Olin's NOA wilbaccui:after theLexpiration_date_or if_there_has been_a_tavision. or change in the-materials, use, a nd/or .of the of any product, for sales,.advertiaing • or arty other purposes shall automatically terminate- this.N0A. Failute_to_comply with' any-,sectionorthis_NOA.shalLbe_cause for t in:filiation:and:removal •of NOA. LIMITATION: This approval requires the manufacturer to do: testing:of_all_coils used_to. fabricate door panels under this Notice Acceptance. A rninimum.of 2 specimens shall he cut from each coil_and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every3 months,. four times a year the manufactwo shall mail to tbfs office: a copy of the tested reports with confirmafion that the specimen were selected from coils at the manufacturer production. facilities. And notarized statement from the manufacturer that only coils with yield strength- of 28000 Or inore-shilIbkiisecrtO make deer panel's hi bade County under ttli Notice of Acceptance ADVERTISEMENT: The NOA number Preceded the words Miami-Dade County, Florida, -andtollowed by the expiration date may bildisplayed advertisinehterature. If any portion of the NOA is displayed, then it shall be done in its emirety. 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 fob site at the 7:70 , Building Official. This NOA renews-NOA #010427.0 co as well as the approval document mentioned above. , . The suhmined documentation -was , •n- • I ' s ' d1 Font FE 1\ A s1 10 Expiration Date: -August 21, 2008 . NO44,,N0 Approval.Datet. June S,2003 ---- AnAmtbADE COUNTY, FLORIDA NIETRODADE.FLAGLERBUILDINO 140 WEST PLA:CLEIt' STREET; surnt 1603 MIAMI; FLORIDA'33130-1563 (305) 375-2901 FAX (305) 375-2908 'NOTiegOrACCE PIANCE(NOA) OA ILO 040y Blinding PrOducts Co. 8585 Duke BhIL Masotti:OB SCOPE: This NOA. is being issued under thaapplicable rules _and regulations governing the use aconetruction materials_ The documeattation submitted has been reviewed by. Miami-Dade County Product Control Division and accepted by the Board of Rues and Appeals (BORA) to lie used in Miami Dade County and other areas where allowed. by the_Awherity- Having Jurisdiction (AHI). p c7J i.10,);-e._, r ic (00(si -.c... 'Daum - HEIGHT , NUMBER. OF SECHONS * 1 limo • kaz, Nibp • • ' i_ 5 - 1E1711.111111M • 5 I „, ,, . piA : 245010E2 , MODEl. REPO. , 1 NODEt , r_ EsoENTION kaz, Nibp • • ' i_ MN, 69 • 47 0.1t"ww: 9008/E0 $IM; sod i."*AR „, ,, . piA : 24 Ca. INC OriumoR woR-61420•Nuusr poNEt ... ' /VA ' Mil MN= _Ittb.14121_:-' 1.-- "Al . ga ' _il ck."■AK. _.;.6:73114,111 t,...116 1 0 3101." 1 • . . 010Es.. 67 . 7? CA' WWI TERK20 : ME t • • •DA116 . . 7.44C1C Wee MI *3 II 10:1,01011"..11111110-9,11111.•7* IMMO ir111111 t • Yal9"47.f41141•11111110r41• • - o Lai MY aii P kr114110EBE CAN CM If IIK.41111. ill 14 4 IR Al *DM . S r MN MN - IMO MN Mil MN= *2.16 Vill - ■Ii nrn.11 IMO! (TWO 111V. ND 1k001 ILIAD • trriirigiqg inet'irakit IMAI . IT:4 IMM12157;5•NR .161}ThIEIN87111111ZWEIlli - 414 Mil Q3MIITGIMITTIANI.S101 VA 1181111CRVIKaill - lirill WINS EDI" rrolorcla rria RIM Kra/ ... . Wail I , % lad v 34 .41 111 _Mr .0PA`( MOO c 1 I -11 1 1400.: 4421-11.124_HDRI. ' • ., .. , 8 • :, q, Stl,f .' aA.I.: 0. II 2 " saw Wow ONO YENoc.N. TR0C. CM *Ow LOCH ON ' C.04 SNE 09 0001. 3 / • • / • •• 10.00W: NaN - AaVglitu - 00 74 /POIS' foga. 00510 7. - :rAtEST Ir itnati. 4" -toc Pth S i gIP - Davao ',':41,50k.r.914W41- i0PktOirO: ....• Its +To • srpterts ARE WINER IrroR 21' PAW ' tr_fnCtOrs." • 2 CAN. S'ED. IkLE0. -..C.NE SS .0E: TAO P0041 1.001200 0420 DUCK PEA ETOC 3103.2.. ' 3404 . ENTACEssENT (wpft NE 60E1 - Of OM) LOC2 0011004: 1S 0& 0ALV. STEEL FU.0 Eq•cycl. " t#Ii -, ASTENEN 90.49300.4 611- 171 1/1611-.1-ie8' 6000,1.92. 2' I 2 CA STEEC 01 1. 0 E"K :RAVE" 1 OA Pi& 15 cz.: 1 (81 i8.8. ERAEXETS PER iDE . 10P 10 IV 0 iI6 0 4 r lEnr4"1 c :0org. soN 0.1s700 *X-L-40c 1' (NOT visotE 914019 0111s0E). _ • I , INTERNENATE IN PER SECTION. AT104EN W "SYSTEU 8434 -- A 1 , C9OR rplit' - / 16 ' -740ChooN Or - 04AmmoK1 020112,110.: 60 111 : 01! !L.. *Ws , • 51.qt sou . UXK ordsas vOmon [PACO. 00 1.000 001 FAH strrt Or book -.01011C04 TUCK SUPPOIT DX*: • 11',2 *re PY 4 t rarm. ialrl IVO Mg t‘CloNo 880 7080.0 KR Sqn 3601-2. e" 3/8 ENIMENENT TicE NOR • .'ESEE 'CPRONS) e Tkp. 8000 44.4%i r loDN' RATES 100 LOC oursfor) R.011 fASIDeED 10 141001) CAM STEEL 1RACIE O ) Joan 91114 OW. Vires - 15/41 C0O I* *REV! ° ea 90A 7, t $Qt. mum!) favotx moos. ucH EILCRET 43TOORD 1 0 1 4 ONE 1 / 1 7 90 /0 . BOLT & NUT ran ire NW& ffihMlftipe .27 CA:. 00101. WEINER. 51111. ERIN .. (1014. WIN 1191181*.. 38 KU 03033 olu.w.an wan cs, e8* DAKED-ok socersirt:y coo. APPLIED' r6; tst EACIrmer % • 'NIL' . Tomo( AND Gr•DO4E JOrrq- um i ' Eq••r”,17 ItCP MOWING ST 0000 - matt' (TO SU 1) 90 06. 049v. s1EEL. ENO STILE ato NELO ire Nina scums) ID Cf. ino. CAM:STEEL (0.4(19) 4418G9 • . gty1110 9 1 5 0 / M u yekt: 0 14 4 M) tatri %-• 14 08 014.9 STEM ENO 44001 ENTERED 10 ENO Silas w/(I) VCR 41445/11 544(97 *MAL 518983 9440 (4) /4'45/8' SEIT TAPPING SCREWS. pops:oho-4 Emitt_ez T•4421 9-r si R aul,. usista EID2RED: NARK . teSSEG51&1D FLORA DECTSTRATION 149. 4-9195 .001880*4. froptaraNS 1 14 04 (440J4404 1P 59043 9/4 11:1S. 0444.90 ■Srfr • . .**1 • - • • non; •6E-ORIPX . 919oct&N. 206 A'S 200011.4 Et 01. 24..,1E0 • . - • . r AD"fc EuttliNG. Psocium 77 *904371100 ceoriss•cNit, 490 ocm 0609 Boo. 1Comporty triini iiroO I tr•Prro-:5 r 04) pl4r5/17' 514EE7 Matt DOWNS co 1/1!4/4. sw 74P17400. SCREW • WM?! • """• ANN 4510 .SEONN A-9 11.1112.-CM11 Of: " 11', 4: IMO CO r=1111W commur El Vi(04111 11UCM 911E0. CHANNEL . SEIVA 1 15 - t" ruc40 444D 1904 B Of SPC ' WOE* e .ts' Seek. • 4. DRWRITT mum IfoosivaENE 7 11 1 11VPUED 111- FAC 10 80144 impala 4940 *7(49? 12 CA. 04. V -MEL SOP • ROLIO2 4149001. (004: WOCOE 40960020 W/(4) • p9tV_Ar 544991 14ax 44 06. 691.9. STEEL ENO EACH• fAtIIMED TO E90' 50466 1 - SHEET MEM 5C (.01 /4102,(4 au- , 49.PoN0 300(83 3' TAU_ RD PLY. MEL TWO. : • 00011 N. r 403/4" `PER- le-Slik • .. !P. .••.•50. • •. • - .- •• Anita!? wok p) •1 r:If • * • . C9 817ei - - co. poltromesilr• • - 6. .t47ER: f MO, OK si1N DOOR MOORS: THE 246 %CROON. 47010 swais &197O it-moo ca EraEn mice ?7179. ' 111:1 IWO ts 9T009,8 70 WIE KCNIZOIORLS710. m.i..oks'intsi NAY BE IOW rot RE D COUVIERStet‘ TO t A riDSH iiC4orfOlc .. ... . " . • ?a - ROO OW crN. et . rinscota to . catimr to maws owl( 4 re i -VC 974890 WOW( ROOr w414:uogr•counIN: Moor cm2 MUM BE *OA 0110 . RNEIERRCEN.-/M. 15 0i al10401110 10 INE MOWN outkitomoo 010 + 0 1'suan.4-m --00 3 U00 nos'e:roolo• was 3/0'44 i I - 3/4' . OWED) 01* tf.tI moor. StatilKd /47 010 MORE' I CESICN 1_134DS: +48.0 PSF & -6 0407 106•Ilib NOCAcia .44 MIA M FDADE Fa.lTr\ Gk oo(c-d PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 09 /06/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER 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 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCTCONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series SWD- 101 - Outswing Aluminum French Door - Impact 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. ACCEPTANCE NO.: 01- 0417:04 EXPIRES: 11/22/2006 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. Francisco J. Quiptana, R.A. Director Miami -Dade .Co Building Code Compliance Office \ 1s04S00011pc20001\templateslnotice acceptance cover pagedot Internet mail address: postmaster @buildingcodeonline.com ® Homepage: http : / /www.buildingcodeonline.com Vinyl Tech /Progressive Glass Tel NOTICE OF SCOPE This revises and renews the 18, 1999. It approves an out of Acceptance, designed to c Miami -Dade County, for the Chapter 23, do not exceed the 2. PRODUCT DESCRIPTIO 2.1 The Series SWD -101 Outsw shall be constructed in strict "French Door XX, X" Sheet revision C dated 1 -22 -99 and bearing the Miami -Dade Co number and approval date by shall hereinafter be referred to 3. LIMITATIONS 3.1 This approval applies to singl approved drawings. Single d 4. •INSTALLATION Lhnologv. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 CCEPTANCE: SPECIFIC CONDITIONS V otice of Acceptance No. 99- 0128.01, which was issued on February wing aluminum French door, as described in Section 2 of this Notice mply with the South Florida Building Code (SFBC), 1994 Edition for locations where the pressure requirements, as determined by SFBC Design Pressure Rating values indicated in the approved drawings. ing Aluminum French Doors - Impact Resistant and its components compliance with the following documents: Drawing No 971, titled 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with last revised on 04-13 -01, signed and sealed by Robert L. Clark, P.E., my Product Control approval stamp with the Notice of Acceptance the Miami -Dade County Product Control Division. These documents as.the approved. drawings. : unit application of pair of doors and single door only, as shown in or unit shall include described in the active leaf of this approval. 4.1 The outswing aluminum Frenc with the approved drawings. 4.2 Hurricane protection system -h doors and its components shall be installed in strict compliance protection system. ;shutters): the installation of this unit will not require a hurricane 5. .LABELING 5.1 Each unit shall bear a permane following statement: " Miami-I • nt label with the manufacturer's name or logo, city, state and 6. BUILDING PERMIT REQVade County Product Control Approved ". 6.1 Application for building permi.IREMENTS 6.1.1 This Notice of Accepta 6.1.2 Duplicate copies of the t shall be accompanied by copies of the following: Acceptance, clearly ma 6.1.3 Any other documents r approved drawings, as identified in Section 2-of this Notice of rked to show the components selected for the proposed installation. (SFBC) in order to pro quircd by the Building Official or the South Florida Building Codc )erly evaluate the installation of this system. Ishaq L Chanda, P.E. Product Control Examiner Product Control Division res ry Vin 1 Tech/Pro N 1. Renewal of this Ac original submitted eight (8) years. 2. Any and all approv followingstatemen specific conditions 3. Renewals of Accep a). There has.been the product is n b) • • The product is c) If the Accepta e 1 correct . install on c,e number preceded by the words. Miami -Dade County,.Florida, and .followed.bythe d) The engineer.. o. I isplayed in advertising literature, If any portion of the Notice of Acceptance is no longer practi in 1e done in its entirety. gc .c:e as well as approved drawings and other documents; where it applies, shall be io:he manufacturer or its distributors and shall be.available for inspection at the job site • P, need not reseal the copies. • P 4. Any revision or cha be cause for termin filing of a revision a d f an ti of 6. The Notice of Acceptant expiration date may be displayed, then it shall I 7. A copy of this Accep tar provided to the user by at all time. The engines will not be considered if: ge.in the South Florida Building Code affecting the evaluation of this product and compliance with the code changes; nger the same product (identical) as the one originally.approved; !der has not complied with all the requirements of this:acceptance, including ftfre product; iginallyy prepared, signed and sealed the required documentation initially submitted is the engineering profession. in the materials, use, and/or manufacture of the product or process shall .automatically of this Acceptance, unless prior written approval has been requested (through the ication with appropriate fee) and granted by this office. 11 also be grounds for removal of this Acceptance: ance of this product or process. tance as an endorsement of any product, for sales, advertising or any other purpose.. 5. Any of the followin t iny section of this Acceptance shall be cause for termination and removal of a) Unsatisfactory 1 b). Misuse of this Ace( ce consists of pages 1, 2 and this last page 3. 8. Failure to comply with : • Acceptance. 9. This Notice of Acceptar t , nce (approval) shall be considered after a renewal application-has been filed mentation, including test supporting data, engineering documents, are no older than oducts shall be permanently labeled with the manufacturer's name, city. state, and the iami -Dade County. Product Control. Approved'', or as specifically stated in the is Acceptance. 134 - (-11A Ishaq I: Chanda, P:E. Product Control Examiner Product. Control Division END OF THIS ACCEPTANCE 3 Vin l Tee A. D 1. 2. (No E. TES 1. along door, 19,1 2. . along door, Jan 3. along door, Se gressive Glass Technoloy. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22.2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Filling Purpose only. Not part of NOA) NGS (transferred from file#99- 0128.01) ianufacturer's die drawings and sections. !cawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by ianufacturer, dated 02/16 /98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, ;.fined and sealed by Robert L.. Clark, .P.E. . ie latest revisions consist of addition of 2 -point lock hardware only) transferred from file #99 -0128:01) est report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large. Missile. Impact Test per SFBC, PA201 -94 4).Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test,' per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 h marked -up drawings and installation diagram of an aluminum out swinging French Jared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1973, dated March signed and sealed by Gilbert Diamond, P.E. .st report .on.1) Air. Infiltration Test per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per-PA 202 -94 3) Large Missile Impact Test per SFBC, PA20I -94 4) Cyclic Wind Pressure Loading per SFBC, .PA 203 -94 5) Water Resistance Test, per. PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 i. marked-up drawings and installation diagram of an aluminum out swinging French ared'by Fenestration Testing Laboratory, Inc., Test Report No FTL -2241, dated 1 1 AAA • _ -_ 1 _ , • Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01 -0417.04 APPROVED : September 06. 2001 EXPHIES : November 22.2006 NOTICE OF ACCEPTANCE: EVIDENCE SUI3 IITTED (For Filing purpose only. Not part of NOA) C. CALCULATIONS (transferred from file#99- 0128.01) 1. Anchor. Calculations, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PVB ", dated 02/15/2001, expiring on 12/11/2005 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "SaJlex/%epsafe Maxima's", expiring on 05/21 /06 3. Notice of Acceptance No. 98 -0728.05 issued to Solutia, Inc. for "Safex IIIG PVB PolyVinyl Brdryal interlayer dated 08/27/98, expiring on 05/21/01. (transferred from file#99- 0128.01) 4. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Sailer PVB.Iinterlayer dated 01/09/97, expiring on .01 /09/00. (transferred from file#99 -0128.01) E. STATEMENTS (transferred from file#99-0128.01) 1. Statement letter of conformance and "No financial interest ", dated April 20, 1998, signed by Robert L. Clark, P.E. 2. Letter of compliance, dated March 23, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Letter of compliance, dated January 15, 1999, prepared by Fenestration Testing Laboratory, Inc., and sealed by Gilbert Diamond, P.E. 4. Meeting Summary dated January .26,..1999, issued by. BBCO. 5: Revision request letter dated April • 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. F. OTHER (transferred from file#99-0I28.01) 1. This revises and renews the Notice of Acceptance No. 99- 0128:01, which expires on November 22, 2001. 2. Manufacture's "Quality Operation Procedure ", submitted per meeting summary dated January . 26, 1999. 3. Notice of Proposed Action Product Removal, dated December 28,1998, issued to Vinyl Tech / Progressive Glass Technology intending to remove NOA No. 98= 0506 :02 for their Series SWD -101 Outswing Aluminum French Door, approved on 10/22/98 and expiring on 10/22/01. This document was canceled on 01/21/99. 4. Glazing complies w/ ASTMS- 1300- 98. .... 1 skaei I . L.I.tau.d• Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division g -2 X XX 7 1/2' ON CENTER TIP. HEAD & SILL SEALANT ON FRAME & PANEL CORNMS CORNERS 7 1/2 -+ 95.730 7 1/2' - •i Fh+ -�i 13' MAIL ON CENTER TIP. HEAD & SILL 71.750 WIS } 2 LOCK s l OPTION � Robert L Clark, BB. R11,139712 Structural tistedat 7 1/2' Mood tor pow: AS. ?AO awr en raw Om` L a *4 `2/1B/98 _ MAX. 3 1/2' SEALANT ON FRAME CORNERS ma CORNERS 1.1 atArnaa .4131/.484 uwMN ED w/4N1ERLATER (MONSANTO OR DUPONT) 1 DESIGN PRESSURE ROWS 464 LAW: +75 P.S.F. -73 P.S.F .401 LAM: +80 P.S.F. -60 P.S.F. 44 ANCHORS MU. ' FROM CORNERS & _ SILL) LINO 5 1�i 1/ 2 ' FROM M NAM) MAX. SPACING AT ,LAMB: 11500 a) R � TMENCE TEST REPORT' m 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 =`,4 Err err,: * r SW0 -101 Ourepftitt French Door Ma VEN120It Not LARGE MISSLE IMPACT DOORS 1070 Technology Dr, Nokomis, Pl. 34275 — X,XX PRODUCT ROIEWED „4i'0t- 04)144 mourvi I'I L!etrJt� r 17! 2r 8r pasta I I x ISM,* 1.14 971 D 95.750 ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING VERTICAL SECTION INTERIOR 1.489 r .250 AlAbre I I f f • �+--• 3.000 --�i- ROUON OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL f YU 25 �GHT OPENING HORIZONTAL S CTION INTERIOR 71.750 EXTERIOR 1 D) oddee 2 pt. lock To 4 luesen aetit, P.B. "me ibe Dd. wdd , Pahl, PH i39?12 ° • a • I strn,b0 t S4ltctata1 DM" ix 0.8. 0 1/16/98 nr®oalaraeme e..a Wog .0:0 e awe : r INACTIVE PANEL 1070 Technology Dr. Nokomis, F7. 34275 h� --+-F- 1.480 PRODUCT RENEWED AC !PrWIG7Nw,• OM 0417.04 alfkalronae1a N fEt 2t&2vo6 vow MONO WKS sesmeass SW0 -101 Oasefiptiem French Door — Elevations,. Par N@ 14ND011 NQ Soak sower Re s sa 204 971 .250 l ROUGH 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, MAWR G soon --1 scantuag jusica auil IILl ON lNd[L1 OESWM RCOURr AA7NM . 1dO 251) L — acoo 1 ae :IAP UN. wa ,l nurr w1TAUYEA D) added 2 pt. Sock Info ibblimAJAWL MA 1070 Technology Dr. tar ItIII..1 ON r.1 DcsldN tarraswr Eu7MJi9r spa —. PRODtJ& RETIE�VISD Accaa7iNbh1/4 0% -041" • 0 »DQATWTi wift'Nevs mAga.2i BIclot A 01 Nokomis, Fl. 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