The URL can be used to link to this page

Home My WebLink AboutNOA'sMM I�tDM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF AC( Drexel Metals Corp 204 Railroad Drive Ivyland, PA 18974 M U-BADECOUNTY.FIARIDA ME1R0-DADS FLAGLER BUILDING SCANN °0 wEST RAGmS 3FLORIDA 3130-1563 BY (305) 375-2901 FAX (305) 375-7908 St. Lucie Couniv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted bas been reviewed by Miami -Dade County Product Control Division and accepted by the Board ofRules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Mismf-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 revolve this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements ofthe 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: Snap Lock Panel 24 Ga. LABELING: Each unit shall bear a permanent label with the manufactmer's name or logo, city, state and following statement: 'Mami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled 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 ifthere has been a revision or change in the materials, use, and/or manufacture ofthe 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.Tailure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA 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 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 ofthe Budding Official. This consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC APPROVED FOR USE Torm DDran4 Residence Edwin M. FacrmW.E. Axiom Engineering, Inc. State of Florida Lie. No. 46590 & CA 8421 NOA No.: 02-0907.02 Expiratlon Date: li/27/07 Approval Date: 11/27/02 Page 1 oE5 FY ROOFING SYSTEM APPROVAL: Category Roofing Sob -Category: Metal, Panels (Non -Structural) Mat al: Steel Deck e: Wood Maximum Deslun Pressure -82.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Snap Lock Pane 24 gauge Snap Lock Clip Dimensions Length: various Height: 1.61" Width: 18" Thickness 0.0239" Length: 3.5" Height 1.75" Width:l.5" Thickness 0.050" EVIDENCE SUBMITTED: Test Specifications Product Description PA 100 Corrosion resistant, galvanized steel or galvalume metal panel. Corrosion resistant, 18 gauge steel clip. Test Agency Test Identifier Test Name/Renort Date Akzo Nobel Coatings, Inc. Lab Form ASTM B 117 11/26/01 ASTM D 4585 PRI Asphalt Technologies, Inc. DMC-001-01-01 TAS 100 05/22/02 Hurricane Test Laboratory, Inc. 0287-1214-01 UL-580 02/05/02 Hurricane Test Laboratory, Inc. 0287-0919-02 UL-580 10/04/02 NOA No.: 02-0807.02 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 2 of 5 APPROVED ASSEMBLIES: System: Snap Lock Panel 24 gauge Deck Type: Wood, Non -insulated Deck Description: New Construction "132 " or greater plywood or wood plank Slope Range: 2": 12" or greater Manlmnm Uplift The maximum allowable design pressure for the panel shall be -82.5 psf. Pressure: Deck Attachment: k accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than "/32" thick (Minimum 15/3;) The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall he an ASTM D 226 Type II installed with a. minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '1a" annular ring -shank nails, spaced 6' o.c. at all laps and two staggered rows 12" o.c. in the field of the roll or any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. For class A or B fire rating, install minimum YV thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/9" water resistant type X gypsum sheathing with treated core and facer. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in Drexel Metals Corporation Installation Manual. Metal Panels and Install the "Snap Lock 24 gauge Steel Metal Panel" panels including flashing Accessories: penetrations, valleys, end laps and accessories in compliance "Drexel Metals Corporation" current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be secured along the male rib with approved clips and two corrosion resistant #10 wafer head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16". The Panel Clips were placed at a spacing of 16' inches o.c. and fastened to the plywood deck. The female rib of panel is snapped over the male rib of panel. NOA No.: 024807.02 Expiration Date•. 11/27/07 Approval Date: 11127/02 Page 3 of 5 LIMITATIONS I Increased design pressures at perimeter and comer areas, in compliance with applicable building code may be met through rational analysis by increasing the number of attachment points in these areas. The maximum fastener spacing noted in the "Systems Deseription" section of this approval shall not be exceeded. All rational analysis computation shall be prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant, 2. Panels may be rolls formed in continuous lengths from cave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 3. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: ' Miami -Dade County Product Control Approved. All clips shall be permanently labeled with the manuficturer's name and/or logo, and/or model. 4. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. NOA No.: 02-0807A2 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 4 of 5 1.76' PROFILE DRAWINGS 1a' PANEL 1.76• PANEL WITH CLIP & FASTENERS END OF THIS ACCEPTANCE uF , -r NOA No.: 02-0907.02 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 5 of 5 MIAMU • BUILDING CODE COMPLUNCEOFFICE (BCCO) PRODUCT CONTROL DIVISION !ACCEPTANCEI 1070 Technology Drive Nokomis, FL 34275 MMMI DARE COUNTY. RDRIDA MMO-DARE FLAQ.ER BUILDING SCANNED14Dw1-srFrAA STREET, SUITE BY (3o5) 375-2901 FAX (305) 375-2908 St. Lucie Countv www.buildirignedeonline.com 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 Florida Building Cole, including the High Velocity Hurricane Zone. DESCRIPTION: Series r x Heavy Wall Aluminum Tube Clipped Mullion-I..M1. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 7 of 7, dated 04128100, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.B., 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 Mhalelmpaet LABELING: Each umt 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 arenewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ITMMINATION 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 and revises NOA # 044528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Iabnneasmn, P E NOA No 06-0125.07 APPROVED FOR USE iraUonDate: Jnne28,2o11 � Approval hate: July 20, 2006 Page 1 Tonv Doran Residence Edwin M. FaerinA P.E. Axiom Engineering, Inc. Rtnte. of Mnrida Tie.. Nn. 46190 & CA 8421 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No 6221, titled "I" Heavy Wall, Elevations Aluminum To Clipped Mullion", Sheets 1 through 7 of 7, dated 008/00, with last revision on 05130106, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.B. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a Ix. 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted uuderNOA # 04-0328.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a Ix. 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. PTL-2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted uuderNOA # 04-0528 05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed slam. windows with a transom lite (0100 configuration) mulled together with a lx 2 x 3/" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. e Jaime D. cascon, P.E. Clde$ product Control Division NOA No 06-01M.07 Eapirodon Date: dune A 2011 Approval Date: dub` 20, 2006 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMPf = D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL 1. None. F. 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall -Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jalme D. Gaseon, P.E. Chief, Product Control Divldou NOA No 06-0125.07 Expiration Date: June20,2011 Approval Date: July 20, 2006 E-2 NCHORS DETAIL 9: OR b' AT BOTH NDS AND AT BOTTOM U LIONS p p W = W1+W2 N - HI+H2 W - wl+IV2+W3 l2) WINDOWS MULL N - HI+H2 WIVE ABO MULTIPLE WNDOWS MULLED FOR DETERVXM MAY ALLOWABLE W/ONE ABOVE DESIGN PRESSUIIE SEE TABLES FOR DEMWAWWTG NAY ALLOWABLE ON PAGES S 6 & 2 DEM PRWIRE SEE TABLES Ml) UW OPENING - H OR HI+H2 ON PAGES 5L 6 It 7 MULL LENGTH - W OR WI+W2 M3) MAX OPWW - H OR HI+IQ M2) MAY OPENNG o W OR W1+W2 MULL LENGNI = W OR W1+y2+W3 WLL IBM - ul MA) AW(OFQTBLG-W14M OR *24W3 i✓Umm: WILL LBIGM - HI 1. THE 33 113R STRESS INCREASE HAS NOT BEEN USED IN THE OEM OF THIS PRODUCT. Z A S. 6AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAYIMDM OF 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IUPAOT APPUCATXNS. a REFERENCE - TEST REPORTS FH.-2902, 290 AND 2975. ELCO TEXIRON Nak O4 M.01. 03-0225.05 ANSIII F&PA NOS-2007 FOR MOD CONSMUCRON ADM-2000 ALUMINUM DESIGN MANUAL M THIS PRODUCT HAS BEEP DESIGNED & TESTED TO COMPLY WRH THE REQUIRE ® MENTS OF THE FLOWOA BUILDING CODE 2004 EOMON FOR THE NIGH VELOCRY HURRICANE ZONE (HVH4. 6. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TD TRANSFER LOADS TO THE SMUCTURE ANCHoRs Go DETAIL A W — wl+W2 (2) WINDOWS MULLED TOGETHER��bOAY FOR DEIERMWNG NAY ALLOWABLE i O} BESIGN PRESSHRE SEE TARES L ON PAGES 5, 6 & 7 MAX opaw - W OR WI02 AM LFNlGRI - H FOR ANCHORAGE TYPE WORRY AND LOGARM, REFER TO SHEETS Owns. I TO BE USED MLY WITH PGT INDUSTRIES PRODUCTS 1 n 7 PGT ix MIRIO 2' 09 4' 112 FH SUS /I2 f1T 5M5 STAGGERED ON MULLION CUP. CUi - uw.. }• OPPOSITE SIDES PITT 7. MULL10 2' M 4' S)AGGERED ON OPPOSER SIDES FLANGES oFr(SO AS NOT TO 70 FOR ACLIP uva INTERFERE WITH WOOD BULK INO AS NOT TO NTERFERE WITH TT• CHANNEL AND 1 7�,,,, — — EACH OTHER) REMOVED TO WOOD } MN EACH OTHER) INSTALL AS SHOWN 2�MP)18A"'' O ® SEE N07E J CONCR �HUCK SEE NOTE J MASONRY ANCHOR PGT Ix MU1'0 f12 SCREW. J.'^ r8�"� EE NOTES I & J — — — — SEE NOTE 7 SEE 'd: �� SEE ;2.... FOR I" MULL! N •% �':. TMIfAL N ON TOM ION INZT AEON OETAI A' 1YPICAL MULLION TD STRUCNRE WRN WOAD OR 4' $12 FH SMS STAGGERED _RUCK REMOVED FROH LONG. OETAII C PCT u MOLuON ON OPPMT SIDES (SO _ NOT TD INTERFERE 2' w 4 112 FH SMS STAGGERED ON SEE NOTES 2 & T NN a NEACH OTHENI OPPOSITE SIDES (50 AS NOT lux 1 EE NOTE RE WITH EACH OTHER) JK '"r SEE N07ES 2 & J 2�-- - - ANCHOR EMHm. - )Ib(r p) I o ® MASONRY ANCHOR. SEE NOTES i & J PGT Ix MUI Tyw AA BULLION TO dam; WOOD BUCK DETAIL 'S K FOR CONCRETE APPLICATIONS IN MAUI-DADE COUNTY. USE ONLY MAMI-D40E _ COUNTY APPROVED ELCO 114" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY L ANCHORS MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE i•. IS 2 112: MIN EMBEDMENT- TAPCONS I I/4". CRETE--FLEX I J/4" NO Ea=�: 2 FOR WOOD APPUCARONS USE j12 SCREWS ELCO 1/4" TAPCONS OR 114" ANCHOR EVBEDM� BASS AMIEERRNLMSINW(LBEECMENT 1 BEYOND WAIL DRESSING OR 4' FOR MULL SITE AND QUANTITY OF ANCHORS SEE SHEETS 5. 6 AND T. FOR ANCHOR LOTARONS SEE SHEET Z QU4NTNY OF PINNING SCREfVS FOR MULL - TO -CUP TO BE HALF THE CUANRTY OF ANCHORS FROM OIP-iO-OPENING (MINIMUM OF 2 SCREWS PER CUP), 5. IMPORTANT- QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUAway OF ANCHORS REFER TO /J e CHAR75 I THROUGH 4 ON SHEETS 5. 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAULS ARE NOT PART OF THIS E AP�eROWAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. i J4 u' • u v: n1.: ' w ,"," ALUMINUM TUBE CLIPPED MULLION PL w[ %n 4 MUus NI5 2 Y 7 �p6221 10 I �M— N1 (zvP W/TABS REMOVED (CUP TO MULL) I1TRtAWN DWG 11099 2)AINiYP. MIN, JMAX P MAX. IS72 LlJJ I a TWO (2) ANCHOR ® THREF (3) ANGHOR LOCARONS LOG47iON5 OW ci ,11 -1 IN.TYP. (2)Eage O.SP.® (4)EO.SP.® TYP. (A 31/4)/2 (A—J/4)/ r ® 0 E) (D ie BMM. 'MIN.LItN MIN. O ONE f1 ANCHOR ®]WO (2) ANCHOR OIIiREE (J) ANCHOR ®ENE (5) ANCHOR LOGIION 10CA7IDN LOCAT)ON3 LOCATIONS No TO BE USED ONLY WTRI POT INDUSTRIES PRO 1.0DIWNIRI' OF M'CHORS SHOWN NtE FTlR F. 5 SO/06 -MO 0/G 1T@ XCE WWL REPRESEHIATION ONLY. FDR COR!✓EOT OGAN111Y GF ANCHORS PIELSE REFER W CAUM I THROUGH 4 SHEETS S 6 AND ], HND THE OORREOT W L STE AND T F. 5 B C-AO�/JI, KO P.AP. u� e P.@655URE REOUL4E0 FOR TOUR SPEiJRC APPUGOON. (fig I" HEAVY WALL, AN( 2 3/5 UK EDGE DISTANCE APPUO TO ALL DNETL90N sErowN u «Az. '� loro TFpelYfL1 YeK NS�PfA n» ALUMINUM TUBE CLIP z 1rEEERENGE rEsr RFPORIS En-zsD2 z9GT AND zsTs. y� 3� �! IF.`� rYT VE yyy„� aII eml 11a wines a wn snyAb�e uuLLs SMc NTS 3 n 1 1 8 3 8 1 �ysTYaeb�M �b 20— �W ix HEAVY WALL MULLS MAT'L- 6063—T6 TO DE USED _0 y WRH PGT INDUSMES PRODUCTS a orc r�slr ' s F. 9 /OB QW MG 9(f y shy P.J.P. 2B NOTE / 1I-HEAVY WALL MULLION PROFlLES 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 S /°b ` n wm ALUMINUM TUBE CLIPPED MULLION L ibly PL ' ° eow4 a.ww dNLLs iX 4 r 7 6227 D OPENING (3) OPENING (3) B ^ (3j B y^ (3) B wr^ (4) B lqn (3) B Turn (4) a l In (31 B Nln (4)13 lain (3)13 Wh (4) B l4n (3) B IJIN (4) B RWI L`",91A I POT" (3) B (3) B (3) B (3) B (3) B M B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B Mul6pie Nu0vd UNt6 _1 170 770 70 170 170 170 170 170 170 170 170 170 1 170 154 170 150 170 149 170 149 770 149 t70 149 770 149 170 14U 17G 136 170 134 170 134 170 134 170 140 153 2I 148 t1 aat t 113134 1147012 HOrizotd3l MYII m �` Yu9 Len9N O 107 100 100 96 86 W 82 92 82 92 92 92 80 W 84 fb 80 9D n n 78 78 7a 78 76 76 T7 77 72 72 W EB 65 W 64 64 W 63 W 6B 58 54 54 W EO 48 48 46 46 45 45 44 44 4B 49 45 45 42 42 40 40 38 37 37 36 36 45 35 45 36 41 32 41 32 30 30 38 30 38 2B 35 TB 35 W 35 27 3t 96 33 19a1 32 94 32 'lA N 1. MAX"IMMUM ALLOWABLE PRESSURE V4 PSF. arm wr Nr 2. DESIGN IS BASED ON OPENING MORL FOR MUL77PLE UNR$ CONSIDER ONLY 7WO ADJACENT UNRS AT A RME. SEE SHEET 1. pYy J. REFERENCE REST REPORT FB-2902. 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4- TAPCON$ EMBED. (1 1/4� OR 1/4' SS4 CREIE—FLEX EMBED. (I J/4) B. A412 SCREWS S. SEE ANCHOR SPACING DETAILS SHEET J. 95 34 34 34 94 /�// fFo� e w'� FX. F. 5 SD/06 S 9/06 0.1M GIG ilas.911 „-W.aTO Idtt90tS 30 19 26 26 28 t2 if 20 16 17 17 16 I HEAVY WALL, PRESSURE CHAWS i & 2 I7 ,6 is is 2�H ALUMINUM TUBE CLIPPED MULLION - wus NT5 5 r7 ��6221 D ANCHOR GO BB ITO tro 90I IGO I 110 720 730 1B0 P To OPPEE30NG 2)B GZ)A(44)B 2)B i3jB (S)B �B 4)B (d)B 4>B (`3)B (3)B (4)B 4)B 4)B ( (4)B (24)B (3)B (4)B 2)B (4)B wPro MULI 2)B (2)0 2)13 P)B MB 2)B 2) B (2)8 (2)B 2)B 2) B 2)B MB (2)B (2)B (2)B (2)B (2)B (2)B (2)B N ea I. MAXIMUM ALLOWABLE PRESSURE IN PER 2. DESIGN IS 81SED ON OPENING W07H. FOR MULTIPLE UNRS CONSIDER ONLY MO AO.VCENT UNRS AT A TIME SEE SHEET I. MWOple MWled Unit J. REFWENCE TEST REPORT nL-2902 2903 AND 2975 VeTNcBI MYII HDT�Orrtal MYII 4. ANCHOR TYPES A. ELCO 1/4' TAPCONS. EMBED. (1 1/4) OR 1/4- SS4 CREPE -FLEX EMBED. (1 3/4) B. g12 SCREWS —T 0p�� aSEE ANCHOR SPACING DETAILS SHEET M Y. IypIW u�I I ' TD BE USED.O�Y VWW POT INDUSTRIES PRODUCTS --C\-10 Nn9 /OB U tlU BOS 91i /ce-wamxt,sma L� PJ.P. 4 o.,yee. I- HEAVY WALL PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION �P~i CIS PE PA Wf 19PIYC a o� 9tin..i ^�I+"n' NULIs NTS 6 a7 6227 O OPOUNG Gun .fi (5)B (5)B lSIB l5)B (5)B (5)B (5)B (5)B (OBI(SIB Il6)BI(B)BI(5)BI(5)BI(S)B I MBN)s-C(`l+Bt(6TB I(CBI 111 59 99 50 60 .13 0 :w x as a, •- — - - _ IA4 27 27 22 22 19 18 17 17 15 16 NOIE5:CIY 6 9 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADMCENT UNITS AT A TIME. SEE SHEET 1, MuttiptaEAuiled UOBe 3. REFERENCE TEST REPORT FTL-2902. 2903 AND 2975 4. ANCHOR 7YPE3 A ELCO 1/4' TAPCONS. EMBED. (1 1/4) OR al Mull HOTIZOnW MUB 1/4" 554 CRETE-FIDC EMBED. (1 J/4) VartlO �I B. 912 SCREWS `--' �- S Ien9ui 5. SEE ANCHOR SPACING GEMS SHEET �. �W„�I lb BE USED�Y W(M PGT fNDUSIRIES PRODUC75 T � ).w/as Ox nas 9R I pe�u 1 Yutl 1 OPrMq F. 5%55/O6 CJaIUID ~OIY ~ I —UM K1dM J.P. Y I HEAVY WALL PRESSURE CHART 4 ALUMINUM TUBE CUPPED MU —WON LLL a.e, rr. rIl tmr r"•n"0i° °tN �1 �] Iaai40.a]xr1 b1ALS NT5 7 e % 6221 M�D BUDDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF 31725 Highway 97 North Chiloquin. OR 97624 MIAM-DARE COUNTY, FLORIDA METRO.DAREFLAGLERButtDINO Se�+, A Vnp�h� NfiB VEST FLAGLER STREET, SUITE 1503 9 By MIADA FLORIDA 3313D.1563 St. r_ude County(305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewedby 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 (ABM'. This NOA sball 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 assmuance 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. DESCRBmon Series "Seld-Wen® Steep' Steel Edge Oatswing Opaque Insulated Steel Door APPROVAL DOCUMIIVT: Drawing No. DC9970, titled "Outswing Opaque Insulated Steel Single Door", sheets 1 through 4 of 4, prepared by KW. Building Consultants Inc, dated 9125100 with revision #2 dated 11/08/02, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shalt bear a'permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approve(r, unless otherwise noted herein. RENEWAL of&a NOA shall beconsidered after arenewal application has been fled 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 tins enthe NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 00-1003.05 and consists of this page 1 as well as approval document mentioned above. �v, c r, The submitted documentation was revied+� �f ollPeres, P.E. AdMIL NOA No 02-121113 APPROVED FOR USE :ton Date: February 11, 2008 Approval Date: January 16, 2003 0) Tony Doran Residence Page l Axiom Engineering, Inc. State of Florida Lic. No. 46590 & CA 8421 bld-Wen. Ine. File ONLY. Not part of NOA) A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. ➢C9970, titled "Outswing Opaque Insulated Steel Single Door in Wood Frame", sheets I through 4 of 4, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #2 dated 11/08/02. B. TESTS Submitted under NOA No. 99-1007.03 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test; Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test per SFBC, PA 201-94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked -up drawings and installation diagram of single outswing and inswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test ReportNo. CTLA455W, dated October 11, 1999, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS Submitted under NOA Na 99-1007.03 1. Anchor Calculations, dated October 2, 1999, prepared, signed and sealed by Mark Fetherman, P.S. D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS-199006660-001, prepared by Intertek Testing Services NA, Inc., issued to Jeld-Wen Research and Development, dated April 8,1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics ofBwlding Materials" and ASTM D 1929-91A "Standard Test Method for Ignition Properties of Plastics"; signed and sealed by Douglas Keith Tacker, P.E.Test Report No. TTS-J99006660-001, prepared by Intertek Testing Services NA, Inc., issued to Jeld-Wen Research and Development, dated April 8,1999, for samples of foam, tested per ASTM E 84- 94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 91A "Standard Test Method for Ignition Properties ofPlastics"; signed and sealed by Douglas Keith T uc_k=jP.E. Product ControtWaku finer NOA No 02-1211.13 Uldration Date. February 11, 2008 Approval Date. January 16, 2003 E-1 Jeld-Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part ofNOA) E. STATEMENTS 1. Statement letter of no change except a product name change, dated 12/4/02, signed by Steve Strawn. F. OTHER 1. Notice of Acceptance No. 00-1003.05, issued to Jeld Wen, Inc., for their Series "Doorcraft Steer' 24 GaAutswing Opaque S/SE Insulated Steel Door -Impact, approved on 2/08/01 and expiring on 2111/03. Product Control Iftamjker NOA No 0 .13 Expiration We: February 11, 2008 Approval Daft: January 16, 2003 E-2 JELD-WEN® STEEL 08FSYPi80PA0UESWFEE000R BFFH®GEDNROLTTEDSFFH ODOR WlpIFLYOOO FRAE¢S GENERAL NOTES I. TN¢ PR0010f ¢ Ds TB N RA: f[pddi BNID NG CGBE z vwB eua¢ BY GRms. wsr Ec urJlolEn Pm y TG me++SiFn I TB THE STVLTURE S iRpoucf -cRBRs 9 Be 6 I w SP.1® AS SIIGWN ON EEY L ARWGR EYBETMW TI BISE YrtlfRtpL gWy BE BEYOND WALL D.TESHNG OR BRIGW. {. wp1 RE4TMT MMFRS NOT R ECK, E➢ 5 Ef9W PP®JI£ WOwG b 9E R5 {yLLpRS: F BT' WOOD ET a - SEE TR ER,,,I - MR BL' AWO FMRIS - SEETABLE SNEET 1 fi THE BARBER FIFE THri6TwL SYLTEV MRT l6Tm F 2B8 RBi WNW vRFSflIP.f RT PER Am-E001. BARBER FREE TDE"JIWII smem ODES No Iffi THE ,,, THEM I w TRGH VBMT' .,RE 22'RET ®RIDAI aNFmwR: Rnv R,M _ mNwYM .IN A-szs mem�e,ew war - NmD Mr RSTY ERB �w miry. pir1E elrmpll� !y✓16a p WNM/�erie efw T.0 b 1.29 Mom sW tas vPeeb 91W b e9anCM �IAb�e (EYS) etBl MI WOW oM tleW ttOm e o! Iec4 Wo-k rmleumenL TR91E GF WyIFHIS sEEr7 oEBWRIION 1 Y � -N Typl OiOSY F¢ R I W N D $FITYH AR1� G µ5 6-B' Height e3 'y1mlp�N�� II V II a E � O i o i 0 9-8-0- Height 6 PANEL EMBOSSED DOORS VIEWED FROM EXTERIOR (SHM MR p of woo) DESIGN PRESSURE RATING Y106 YM M1vARr ICLYFFI9PPNFVd iWITi IV.or.[ PER YRA NFINIOI . LL.R CIld 14vini R.pe( B'B' 80.0 BO.O.n 80.0 r BO.OQ-. BS.Or-. BT.ORr. I 85.0e.r 'No SNWO35 650tlO mrrua" � g u N �I Yc6[6'tl0'wlIOO71HO Un mwo HLf10NL6AVMHO'....6 i 'N i.- a 3mRN NI �3INiN'd�u 'Ow'N3M'Ol3f DxVA�S p e 5 E Q Tkaay 3C Fl 1 •q y 11 4 WWMSNa) .Ste'GB - .a.B JMON 3m W. vo O (�NaASYq) ,SLB'IB ..6,a ll14131 3Mv6i 'MM vo N O T W I to O << i ..6,9 IXW N Y d - My vo .0.g Y m vMvd 'AM vo I I �_ I IT y —�scea . [wig moo® ®M®®® HEMeeeeea PPN6 NEIfNT eeea FIX M- d eb xAK y� P11'.61¢[4M Y' 2 4 A E N Iz D u n 0 O Ln B N 4 m O Z m m e F ,$ 6 m ceowcr: F OtrtSWMG oP.�WE JEI6WEN, INC. t 1p [� msut�itn'srEFt � � 9777bHKiHWAY97MORTH Y i�ff -� m 9 PYR ae � . n CHILOOUA OH. 97524 H io CROORIZOECilON4 PK 547.793M57 l o H i _ry T� ® Piz I).BS• TYP. . � eb' TYP. b825' lYa. 1 1 $ � otl A 6 A n-ve• � xa nP • C„$ � ]ieb' TTP. 65' � 2f Wp B _ Yc M sP g 13Ba• nP. 17-VB. 1 6'8 ANCHOR LOCATION 8'0 ANCHOR LOCATIONS B e W 19N11L `HANDICAPPED' BARRIER FREE THRESHOLD u A REQUIRES 3/16- TAPCQN TYPE ANCHOR �' s AT 6' PRCH EACH END 6 ONE AT CENTER B1nb°a'OiP� e VITH 12S MIN EMBED. INTO MASONRY. 9 25 N.TS 41+.zum`pWtipW mrt TJH RW °m �`IX98A am n s 2 MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DrMON P.O.Box1m Nokomis, n 34274 ML4W DADE COUNTY. FLORIDA r� METRO-DADEFLAGLER BUILDING SC mmqqBp��pp'� NEDW0WESTFLAGLERSrRF.ET,SUITE1603 BY MIAML FLORIDA 33130.1563 StLucie �()U�� (305) 375-2901 FAX (305) 375-2908 . B W ww,.Wildirigcodealline.com 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 (All)). 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 assutance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Setts FD-I01 Oniswing Aluminum French Door w/ Sidehtes - Impact APPROVAL DOCUMEAIT: Drawing No. 972, titled"Alumimmi French Door wl Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7-12-99 and last revised on 09-27-06, signed and sealed by Robert L. Clark, P.B., hearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance m rber and expiration date by the Miamm Dade County Product Control Division. MISSILE IMPACT RATING- Large and SmallWssile Impact LABELING: Each unit shall bear a permanent label with themanafacturer'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 data or if there bus been arevision or change in the materials, use, and/or manufacture of the product or process. Manse 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 he cause for termination and removal of NOA. ADVERTMEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising litetatme. N 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 #02-0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by 1*q L Chanda APPROVED FOR USE &�To" Dor, Residence Edwin M. Faer E. Axiom Engineering, Inc. State of Florida Lic. No. 46590 & CA 8421 NOA No. 06A807.07 ExptrationDate: FebruaryI%2008 Approval Date: November 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02-0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets I through 9 of 9, prepared by PGT Industries, dated 7-12-99 and last revised on 09-27-06, - signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02-0927.13) Original test conducted per FBC, PA 201, 202 &203-94 now known as FBC, TAS 201,202 & 203-94. I. Test report on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 5) Large Missile Impact Test per SFBC and PA201-94 6) Cyclic Wind Pressure Loading per SFBC and PA203-94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2067, dated August 12,1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file *02-0927.13) 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 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -i973 & FTL-2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14,1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07-21-06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07-12-99 and revised on 1-14-00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME-1300-02 lsftq I. Chande, P.E. Product Control Examiner NOA No. 06-0807.97 Expiration Dab;: February 13, 2008 E-1 Approval Date November 08, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 17JI1/2010. 2. Notice of Acceptance No. 03-0827.08 issued to Solufra, Inc. for "Sobida Interlayers",expiring on 03/04/09. E. STATEMENTS (transferred from file# 02-0702.01). 1. Statement letter of conformance and no financial interest, dated July 12,199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12,1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2-3-2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26,1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02-0927.13. 2. E-mail correspondences dated May -September 2006 between PGT and BCCO. 3. Manufacturer's "Quality Operation Procedure", submitted per meeting summary dated January 26,1999 (Note: This series FD-101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02-0927.13, 01-0417.06 & 98-0506.02. 1 Snip I. I-LA14A- IsM4 L Cbanda, PM Product Control Examiner NOA No. 064)807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 E-2 15-YAX ,..... ..:.. Z WX mD dL rJ r/•• INA� B� LANCE l04 / �` TP. / 21 ' .LAX wa r..o-enr 4Oa011 v�NS r / M / I v rµ• wxsE rx — m ( A note ®= ma laA � J) o W i/8• IttC mD 1/ r/Y IUX_ u• uuc nia � i I j � as r/a• �� a eo>Ir TP N• 4 / rm rJ rR'rw, ct�-1 v n (XO SHOWN) r/s• wx—y ax. mo ` as r/u' x ovN M R V/ C / i I / rl i/1•tllL 0.4 �JJ rmn -arm (Jl. xoao 07 su - cdre eA Naw rwrwc .w. mSmsrct•�is i�i_~ ��f'Yi(DU��1fff"`YYYiii(((DDUlUU1SSSSIIII��—tNtWW1I��!!!!■■■■� Elr > t! s nm xX X x4 ar F.K. a (FIQI$/rApP/¢ INDl1 B D.d ) r1 9 om� ELEVsIttON.S — Xx x Yn nv Horn n J.> ALUMINUM FRENCH DOOR W S en mx �lae m•+"wl• r e n..p rm a n J•D• ro-roi NIS 2 e 9 972 TA�L-GIASSOPnan+ aa19EANA 'S TASIE2-GLASS OPTIONS Z 2ANo4 MW HEATSIRENGNi D.= PVS IWHEATSTRENGR04EO) I Pf'W HEATSnMNGnO .=PVN3IIW ANU EO) X i X DETAIL (ASTRAGAL HEAD) a V9NINE W 1]N'$N 1 colOW: oar Odrt 9rFv om i NPFWFL p4p1pF iYpf}. &) 4ApWGE aNtxgt IYPf ® u�rvm m el^/Ye eWY ,'-r{{ N I DETa1� c (oaoR-SlsDEUIE xT;D) CONCR2E SUBSTRATE X X '�e''�uaic�{• fur. 9•IW. (m, " � —Y , v W F C% YaX O.C. 6 ' X X DETu1 E (ASIR & HEAD) DETAIL G (DOOR-SIDUJTE HW) WOOD sUB X i X X 0 12. DERIIL F (ASTRAGAL SILL) MAIL (ODOR-SIDELOE SILL) F.K ) 5 dIH'R418K F.K 9 KAI]daL a00 NWa 0.& M121991 DESIGN PRESSURE. TABLE ALUMINUM FRENCH DDC •W PII �a'.11Y9 y! s°Eu,u'�i' n.w+• To-IDt NTS1. J .9 SFE OEpYLS E h w . es 1 �Ya1 ZZ6 8� ®sa�LNAB 6, 4 rar[ v aon�w ani rub as �ra �earc v soamv wn �vnasu amp w" m 3nsdnO r m w e Fume Lmam ♦m nunYuui £ N01d0 JN 9 ' aE t13IVA/Fi7 -M7Z > VO—Ild—O—DW&M am flMWURvrrurrzffl N d0 JNIZ 9RiTmT - OUT ®ALIDT 0 =Q 99Qf 9 Iw .IKKM6 OPA'fW 91II1 ]IOP M'C1064 1/1 rYp. Ij�9pY 1 Il 1.11p 1.1>9 ffi®8' Si59 g�q 1 lw9 . .]]9 IIf� /dW � p it819 9f' INY 81 //9 OWR M!. Cw WN. OW THRU THRU DOOR lW9 ' SIDELITE � >W oUrsW/BC �--xaW� MWAL SECPBN� xrw—�� /K O.B. a..brw SECT OII 91i f9A � �Rv® arrr+ r� 972 F�Srm-A FAN r.6m� w66 26m Alb rI 1—I.bl6� 668 M AL O9UEll,E WINK FNI. O6]—fr W6}N OSIOfI(IE IffAOER S6 6661-N AWU. 6m r 26v all, Am T 2BB0 „NON „� A6IPIFR Al2 666J-N AIUN �� } .aso w all vx 2 r r-wcn.,ocAum Lag rx. a ram rml a w. 0 myp 4� O ZFZ� s o2 EXTRUSIONS PROFILES SIDELITES 6 .,Im ALUMINUM FRENCH DOOR W1 SIDELITES mew Nan, PE en mr Ilp1 A'w°' ': ee.i. w.nl m Nn6, NTS 8 a 9 972 F ZL6 6 a 6 ;a—$- rt[rc V anwml uu iae as sa wrnv I M �.D �•�� 31YU1�16 31LL DI LWl 10N 9 LML l6S 3Hl lD NI'Xd13MDW all INOddIR AllM1f Ltt111 (91LLL01B 3M0) llq{ YYILU IID ND'A '®1 9 'Q3ldIDLI 1W 51'Mtpryq ypy0 !q N@PJ 3MLL$S Ol HULL A lL5 � Y ��•�e 'I3LilONM 01 AViT➢D QiTl64D 3B AYII IJDDDtN) M101WD 31I XIQLL jfl l NULL STiI 91yfi DNM i 'NGL]0&IM DM1VH AIdgDNY AB D3 5 SY CD 4OIlu lB DA[iT�pWti ?A 01 "JI]!0 WDtl i0 31.HISBM1t 3Ml Ol NUISIN19d 'KfY3tl0 tU XWL .Z/l L 3N R SY R1C)4p] 9LIIID N'LLP '.L/I l MML Sail SI alMdNL lU[LL 3mY19Ul@ 3fI tl yy 3DJa >aN ND 5)IDD'$ 3N1 W .flp1AD 9Ly0 Dppy 2 9Y3H Mli LI/ m QL 'Q➢LAYDI y[-0DL UDMW DL3XLYL! 54/1g0 pAAaS MMIM.tlW L lIDB ;it 'r/t l 9 3'Mi 311tl]NW Dl tl010NY {m413JM1Y1510 NIgHA �313-313YD KS .1/1 W 4Ayy1 ODD ,./L '(19) 516i1$ Zplb LI/ EII STOLLYJINdI P.p,9 tly '%}Il-3131U Im t/1 tlD SNDMll 0Jp .1/l DdMlladr AINDW 3Dt0y111W AlNO 391 'AVUDD 3pq-prylN N SACNYJItlaL 3131pN,FW �yp�'( 'J,1V ry 7715 1 1 � 7 /S 173 IS ' l.Ytl D.6H R I .p/f 1 •! 11•,~ i.. 'WII.D/C 1 ... . H _ I (1311N3�J (131Dn 3is)_J p INDMDIW DDDH r� 7N3`--d7S- Am. n m • 31(W Sit Lm s/I s yr - n 31DN 3� bWCAY DDDa 7 IS fn i8 �yy� • JIYII.t/l sls Atl/ (x � 1•fiiMrMlff 9 Vf 'd �90V 3fi1 .. bWtlNY Wllll R 16 316'l 33� tplOW 3l3LL]tltl iPl A/r 1 "V3H d a oDalil p H II (1tH�p�Lq�il4 I I 11 L IDDIS � r „Dr II I M OM BUILDING CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROLDrrNON n PGT Industries . 1070 Technology Drive Nokomis, FL 34275 MIAAH DARE COUNTY, FLORIDA �+ MSfRO-DADS F Ara m+ BUIIDING SCANNED 140WEST FLAGLERS1REEr,SUITE 1603 MUM, FI.ORIDA 33130-1563 BY (305) 375-2901 FAX (305) 37.5-29o8 SCOPE:, This NOA is being issued under the applicable rites 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 (All?). This NOA shall not be valid after the expiration date stated below: The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AiIJ (in areas other than Miami Dade County) reserve the right to have this product or 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 "WI Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17103, signed and sealed by Lucas Tuner, P.E., hearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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 them has been no change in the applicable building code negatively affecting the performance -of this.produa TERMINATION of this NOA will occur after the expiration dam 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. ADVERTisHmENT: The NOA number preceded by the -words Miami -Dade County, Florida, and followed by the expiration dam may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to'the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as apprR;val-docinhent t?Efriioned above. The submitted documentation -was reviewed by Theodo4 Berman, P.E. APPROVED FOR USE NOA No 02-1224.02 �b%3/ atlon Date: May 22, 2W8 roval Date: May 22, 2003 j Tonv Doran Residence Page 1 Edwin M. Faer .E. Axiom Engineering, Inc. II State of Florida Lie. No. 46590 & CA 8421 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL .02134 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated-1013/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) UnMmi Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 241.13.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL_ 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.B. Theodore Berman, PJ;. Deputy Director, Product Control Division NOA No 02.1224.02 Expiration Date: May 226 2008 E-1 Approval Date: May 22, 2003 PGT Industries (For File C. CALCULATIONS 1. Anchor Calculations and structural analysis, .prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor. Calculations and structural analysis, prepared by manufacturer, dated 3120/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. . Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe .Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00-1212.04 issued to E.I. DeNemours for `Dupont Butacite ® FVB" dated 2/15/01, expiring on 12/11/05. E. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, PT- 2. Statement letter of no financial interest, dated 12119102, signed and sealed by Robert L. Clark, P.S. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. F. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBQ. Theodore Berman, P.E Deputy Director, Product Control Division NOA No 02d2XM Mphidon Date: May 22, 2008 AppruvalDate: May22, 2003 E -2 I. GLAZING OPTIONS: ' A 0/19" LAMINATED GLASS COMPRISED OF (1) UTE OF 1/6" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/18' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS W/AN .09D INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR OUPONT, PVB, D. 7N6' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" CONFIGURATIONS OPTIONS } } } } } } x D 8 x o x x 21 :S .urveovaLUTEs UNEQUAL LITES Q x o & ' UNEQ AL LITES NOTES...........................................I GLAZING DETAILS ........................1 ELEVATIONS.................................23 DESIGN PRESSURE TABLES ...... 4.7 SECTIONS........ :............................. 8 CORNER CONSTRUCTION .......... 9 EXTRUSION PROFILES................9.10 PARTS LIST...................................10 ANCHORAGE: ................................ 11 HEAT STRENGTHENED GLASS W/AN ,090INNER LAYER OF .090 SOLUTIA OR DUPONT SOLUTIA OR DUPONT PVB. PVB INNEDUPONT 1!8°HEAT 2. CONFIGURATIONS: X, OX. XOX, O GSXO, RATINGS TABLES: 3. DESIGN PRESSUREDESIGN LOADS / BASED TESTEDTIVE A DESIGN LOADS BASED TESTED 1la" ANNEALED OR HEAT STRENGTHENED GLASS' STRENGTHENED GLASS PRESS ON PRESSURE ON .650 NOM. GLASSTNEGATIVE CLAMS TABLES SIDE TM E 1300-98 (AND ASTM E 4300-94 OUTSIDE GLASS SITE MIAMI-pADE COUNTY). ' U B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE 40 AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300$4 - OUTSIDE MIAMI40ADECOUNTY). g C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICASLE IN MIAMI- DADE COUNTY, D. FOR "X" CONFIGURATIONS SEE SHEET 4. 46 E. FOR "XX" CONFIGURATIONS SEE SHEET 4. 44 F. FOR M'XOX" & "0" CONFIGURATIONS SEE SHEET S. G. FOR 3- 4 %QX' A %(O. OR'OX° CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE'XOX,'XO'& OX"CONFIGURATIONS SEE 5/18' LAMINATED GLAZING DETAIL SHEET7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: I.090 SOLUTIA OR DUPONT HEAD &SILL, MAX, 4°FROM CORNERS INNER LAYER 3178'HEAT MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS 3116" ANNEALED OR HEAT ewmmwmmdrma.bmr STRENGTHENED GLASS pbALRa MAX. 141/2" SPACING ON VENTS STRENGTHENED GLASS pm�os x n MAX 13' SPACING ON FIXED LITES.650 NOM. NYmI (2)ANCHORS 3' APART AT MID -SPAN ON FIXED LITE ONLY 43 GLASS BITE JAMBS: MAX. 4' FROM CORNERS MAX. 13' SPACING 41 (2)ANCHORS 3° APART AT MID -SPAN NOTE: 1/4° TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE 5 SPACING. SEE SHEETS 4, S. B AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 31166 TAPCONS OR #12 SCREWS. ' 5. SHUTTER REQUIREMENT: NONE REQUIRED U. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME ' T. REFERENCE TEST REPORTS:FTL-3580, FTL-35B2&FTL-3587. Y.¢96C1® rnKow9,rtscra /. IMPACT f • 1f 1 704&8 ANCHOR 10 2LOCAT(O1 TYP, 3° MID -SPAN ANCHOR DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL' TYP. (2) 13'M�OC 4' M SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30° MAX. DAYLIGHT OPENING ANCHOR 4° MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) 'MAX WIDTH 63° MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4- 30° MAX. DAYLIGHT OPENING 56° MAX. / DAYLIGHT / OPENING 89° MAX. SEE MEETING RAIL DETAIL HT TYP. (2) _ 14 1/2' MAX. O.C. TYP. ELEVATION°B°-63'HIGH W- ' (SEE SHEET 4 FOR PRESSURES) DAYLIGHT OPENING 63' MAX. X 0 X HEIGHT I �37°M 13°MO.C. j-Y 14 V2°M O.C. VENT HEAD &SILL ~VENTTYP SO°MAX. FU(EO--f (— SEE MEETING RAIL DETAIL TYP. (4) ELEVATION °A" - 63- HIGH °XOX" (SEE SHEETS &7 FOR PRESSURES) . rmorEpnmwroerie � %OC°87COX"ELEVATYONS NOIWNRR9r3)e paepx�� ALUMINUM CASEMENTWlNDOW, IMPAf rnecxoAnsaaa Vinbty Bran wane ArM 2 • 11 yam 70 IS eL A — 3*f!D3 32" MAX WIDTH 3T MAX. WIDTH 8W MAX. WIDTH 25' MAX 30" MAX. 53' MAIL DAYLIGHT DAYLIGHT DAYLIGHTOPENING y _ OP ING OPENING SEE SEE SEE MIDSSEE MID -SPAN PANMID-SPAN ANCHOR ANCHOR 58° MAX ANCHOR DERAIL DETAIL DAYLIGHT DETAIL SHT.2 fib° MAX. SHT. 2 j OPENING SHi. 2 85" MAX. TYP. (2) / DAYLIGHT TYP. (4) TYP.(2) DAYLIGHT / OPENING OPENING 63° MAX �'• X' 13. HEIGHT 72" MAXHEIGHT 73" HEIGHT MAX O 13" HEIGHT MAX X O.C. MAX. X O.C. � . O.C. 4• MAX. " I : 4° f 13" MAX. O.C. MAX L 4 M7'A''X''''� 4° MAX �I I-� MAX O.C. 4• M' ' 14112' ELEVATION'E° - 63' HIGH'O' I4 � MAX. O.C. ELEVATION°D"- 63' HIGH'X" (SEE SHEET 6FOR PRESSURES) ELEVATION"C-72 HIGH'X• (SEE SHEET4 FOR PRESSURES) (SEE $HEET4 FOR PRESSURES) 67" MAX WIDTH NOTE; 72" HEIGHT 30" MAX 63° MAX. ' AVAILABLE WITH DAYLIGHT DAYLIGHT OPENING SINGLE VENT OPENING �` CONFIGURATION ' ONLY SEE SEE MID -SPAN MID -SPAN ANCHOR DETAIL mmmv4�am ANCHOR SHT. 2 TYP. (2) Avp.W DETAIL SHT.2 //// 66" MAX. n - TYP. (2) / / DAYLIGHTS ^A j OPENING 13" MAX EIGHT SEE MEETING MAX RAIL DETAIL SHT. 2 O.C. TYP. (2) .. 4' M7AX — I13" MAX O.C. 141/2' MAX O.C. VENT 4' MX G, 7 HEAD & SILL ONLY 37" MAX 60" MAX FIXED ELEVATION °P-63" HIGH "XO° &'I UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) ALUMINUM N75 3 CASEMENT WINDOW, IMP, vn r® r� _ — azn� y�yyansr uara 9 °1f 7- 7046-8 °X- WINDOW3 TEST REPORTS: FTL.T582 FTL-3587 0 6 B. "X" 26.000 31.000 39. DO 3B,376 43.000 48.000 60.625 64.000 57000 60.000 B3.D00 66,000 89.000 72000 WIDTH NE G O S S S O G GPO G O G I PUS 19.126 A •800 7 , . -90.0 0.0 •90.0 70.0 430.0 70.0 •80.0 70.0 .90.0 70.0 -80.0 70.0 -90.0 0.0 • 0,p 70.0 *90.0 70.0 .80.0 70.0 -90.0 700 •9D.0 70.0 •90.0 70. B S 70 .0 70,0 •90,0 700 .0 0.0 . .0 70.0 430,0 70.D •90.0 70.0 •900 0.0 •90.0 70.0 •90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 •90.0 70.0 .0 2400D A 410.0 70.0 .0 70.0 .0 70.0.90.0 70,0 .90.0 70,0 •90.0 70.0 •90.0 70,0 -90.0 70.0 -80.0 70.0 •8 .8 70.0 -88,9 70.0 A42 70.0 •83.2 0.0 431.7 70.0 •S0.0 70.0 •90.0 70.0 -90.0 70.0 -90,0 70.0 -80,0 70.0 -90.0 0,0 •90.0 70.0 ,90.0 70.0 -80.0 70. .90.0 70.0 -80.0 70.0 430.0 70.0 -90.0 70.0 410.0 70.0 26.50.6 A-8[I.0 70.0 -80.0 70.0 49D, 70.0 40.0 70.0 -90.0 70.0 -.83.8 70.0 -79.9 70.0 76.4 70.0 -72.4 70.0 -69.9 89:9 -57.8 67.8 -66.2 682 -65.0 6E,0 -83.7 Gd.7 B 90.0 70. -90.0 700 -80.0 70.0 40.0 70.0 410.0 70.0 •90.0 70.0 4iD.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 .90.0 70M A00 70.0 430.0 70,D -90.0 70.0 A '80.0 70.0 -90.0 70.0 :900 70.0 -87.4 70.0 -77.8 70.0 -68,4 68.4 .9 63.9 -60.0 60.0 58.5 68.5 .2 5&2 -63,4 63.4 -61.3 51.3 -49.8 49.8 •48.3 48.390.0 70.0 •90.0 70.0 19D. 70,0 A .0 0 •90 70.0 .90.0 70,0 -90.0 70.0 ,90.0 70.0 4aD.D 70.0 -80.0 70.0 •90.0 700 -90.0 700 •90.0 70.0 90.0 70.0 EB A'LO70.0-90.0 70.0 -88.3 700 -81,0 70.0 -7 . 70.0 -61.8 61.8 •58.9 09 46.1 581 53.8 638 -50.4 50A -47.7 47.7 -46.6 45.6 -03.B 43.9 -422 42.2B 430.07 .0 -90.0 70.0 00,0 70.0 •90.0 70.0 -9D.0 70.0 •90.0 70.0 -90.0 70.0 -90,0 7p.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 .87.8 70.0 -1 70.0 A -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 55.5 655 575 67.5 54.9 64.8.S .B 618 -48.8 48.6 -052 45,2 -02.4 42.4 B -75.0 70.0 •75.0 70.0 -75 7D.0 -76.0 70.0 -7b.0 70.0 -76.0 70.0 •7 .0 70.0 -76.0 70.0 •75.0 70.0 -75.0 70.0 •78.0 70.0 NOTE:°X'WINOOW9WIDERTiAN A -75.0 70.0 -75.0 70.0 -75.0 70.0 •7D.4 70A 50.4 60.4 54.3 54.3 -51.1 57.1 -07.9 47.9 -44.8 44.8 -02.2 4 2 -39.7 39.7 32'AVAOABLE AT MAX HEIGHT B -75.0 70A - 55.0 700 75.0 70.0 775.0 70.O -75.0 70.0 -75,0 70.0 -76.0 70.0 -75.0 70.0 -75.0 10A - 55.0 70.0 -75.0 70.0 OF63' ONLY, IF USING 3/16' 37.000 A •76.0 70.0 - 66.0 70.0 -73.7 M.O :VA 87.9 39.0 59. •52.8 62.8 -09.9 49.9 %4 46,4 -03.6 43.6 -01.1 41.1 -38.8 38.6 TN'CONS ORp12 SCREW9 DE61GN B -75.0 70.0 -75.0 70.0 -75.0 700 -76.0 70.0 -750 70.0 -75.0 70.0 -76.0 70.0 •75.0 70.0 •75.0 70.0 •75.0 70.0 -76.0 70.p PRESSURE I9 LIMBED T063A P.eP LE2 SED ON tA1"TAPCONS DR #]4 SCREWS' S TEST REPORTS: FTL3580 FTL3587 GLNJNOOPDO : C.ND I3N8"A..0903/i6"HS I I! .A °X°SV-F.S UP T037.OD0"WIDEx63.00D"HIGH AND ALL °X"SIZES UP T032 0"W DE x72000°HIGH •90.0 700 I�f COMPARATIVE ANALYSIS TABLE S BASED ON 114" TAPCDNS OR 914 SCREWS) TEST REPORTS: FTL•3682 G 8 LAmi 70(" .000 3 0001 35.000 1 38,375 43.000 1 4 .000 50.825 54.000 67.000 60.000 1 63,000 WIDTH NEG OS 0 -75.0 70,0 -7 .O 70.0 -75. 70.0 -760 0.0 -75. 70, •75,0 -76.0 70.0 -75. 70.0 •78.0 •76,0 70.0 -76.0 70.0 43. 0 A •75.0 70.01.76.0 70.0 • 5.0 70.0 -750 7 0 -75.0 70.0 -7 .0 70.0 -75.0 70.0 •75.0 70.0 -75.0 •75.0 70.0 •75.0 70.0 .bymmsro.�tsfwbhft 40.000 A •75.0 70.0 .75.0 70.0 .76.0 70.0 •76.0 70.0 -75.0 7 .0 a75.0 70,0 -75,0 70.0 -76.0 70.0 -76.0 -76.0 70.0 -75:0 70.0 F7a.o MAX A -76.0 70.6-75.0 70.0 -75.0 70,0 •76.0 70.0 -75.0 700 :75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 59,6 68.E 57-167.557.000 A .75.0 70.0 -750 70.0 •75.0 70.0 -75.0 70.0 -760 70.0 =74A 70.0 59.6 69.6 -65.2 85.2 53.0 -60.8 60.8 -58.0 66.0 80.000 A •75.0 70,0 -75.0 70.0 70.0 -76.0 70.0 -75.0 70.0 58.4 68.4 53.9 63.9 -60,0 60.0 -68.5 %.2 66.2 -4 53A KOM. A -75.0 70.0 -75.0 70.0 70.0 -76.D 70.0 -71.1 70.0 -61.8 61.8 58.9 58.9 58.1 5&1 53.8 .-50A SOA -47.7 47.7 3 x 88.000 A -75.0 70.0 -75.0 70.0 70.0 -78.0 70.0 55.5 65.b SI:S 57.5 SQ9 54.8 51.8 51.8 -0B.B 48.8 -45.2 45.2 -024 42-4 170.01-67.9157.9 72000 A -75.0 70.0 -75.0 70.0 70.0 •70.4 70.0 50.4 60.4 54.9 64,3 51.1 61,1 -07,9 47,9 -04.8 44.8 -02.2 42.2 39.7 39.7 74000 A -75.0 70.0 -75.0 70.0 -59.0 69.0 - 2.8 62S -49.9 49,9 -06.4 48.4 -43.5 43.5 -01,1 41.1 -38,6 39.6 TABLE4. BASEDON 1/4"TAPCONS OR#14 SCREWS' S TESi REPORT: FTL-3582 ' GLAZI G O IO B. 16" 1 5,.080,1 8' 5) NOTE: IF USING 3116° TAPCONS OR ALL 'DO("SIZESU TO 74.DWWIDE x 63.000"HIGH -76.0 70.0 Al2 SCREWS DESIGN PRESSURE FOR 7IX" WINDOWS IS UNITED TO TABLE 5. BASED ON V4" TAPCONS OR#14 SCREWS' "XX' WI OOWS TEST REPORT: FTL3580 40.7 P,S.Fp�- LAZINGOPTION; C,7/1B"LAMI 3f18"A,.0903116" b °XX" ALL SIZES UP To 74.D00° WIDE x 63.CMr HIGH -90.0 70.0 .�2/I03 FJC ell110 A�� TAfilE91MM (xA.°BTIFEA r�r ��■ '�"'� PRESSURES X & XX CONF/G.• WINDOWS ALUMINUM CASEMENT WINDOW enearlmo Aun.�aaava �A8®1 m � VtrtiyBeercr r.rm aw NTS IMPACT °ramp FJC iT/ITi93 > eAaw 4 . fi 70458 A CMANEANLE .BED ON 14°TPCONS OR CWS` ESTREPORTS: L58o FTL3582TRT3 S. '17 °X07C' 26.000 31.000 36.000 38.375 43.000 48.000 50.625 64.0D0 ST 00 80.000 63.000 Z 4 WIDTH WIDTH NEG POS NEG NEG POS NEG POS NEG POS NEG PM NEG POS NEG POS NEG POS NEG POS NEG POS X O X A •75.0 70.0 -76.0 70.0 -75.0 70.0 •70.4 70.0 -60.4 60.4 -54.3 54.9 51,1 51.1 47.8 47.9 44.8 44.8 422 422 39.7 39.7 36.000 72,000 8 -78.0 70.0 -75.0 70.0 •79 0 0.0 -76.0 70.0 .78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 '0.0 .75.0 70,0 -76.0 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 -M.0 70.0 -90.0 70.0 .90.0 70.0 -90.0 70.0 -90.0 700 A -75.0 70.0 •76.0 70.0 .73.7 70.0 -07.9 87.9 59A 59.0 -52.8 52.8 49.9 49.9 48.4 46.4 431 43,5 41.1 41.1 -30.6 38.6 O 97.000 74.000 B -76.0 70.0 -75.0 TEE •75.0 70.0 -75.0 70.0 •76.0 70.0 - 5.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.11 70.0 -75.0 70.0 C -80.0 0.0 •90.0 70.0 •90.0 70.0 -90.0 70.0 •900 70.0 -90.0 70.0 50.0 70.0 -90.0 76.6 -90.0 70.0 50.0 70.0 .90.0 700 A •76.0 70.0 _75.0 70.0 $7.B 87.8 -82.1 82.1 55.7 55.7 48.8 49.6 -06.8 48,9 -43.8 43.fi -01.1 41.1 38.8 38.8 •38.5 38.6 ' 39.500 79.000 -75 70.0 •76.0 70. • 5.0 70.0 -750 70.0 •75.0 7D.0 -75.0 70.0 •75.0 70.0 .75.0 70.0 •75.0 70.0 -76.0 70.0 •75.0 70.0 NOTE: IF USING 3I18" C -90.0 7 O -900 70. .0 70.0 .90.0 70.0 •90.0 70.0 -00.0 70.0 •90.0 70.0 40.0 70.0-90.0.70.0 •87.4 70.0 .83.2 70.0 TAZONS OR912 SCREWS A -75.0 70.0 •76A 70. -62.4 ( SSA 58A -63.3 63.3 -68.4 56.4 -53A 53.4 50.0 60.0 46.9 48.9 44.3 44.3 -41.9 41.9 DESIGN PRESSURE FOR'O" 42.000 BA000 B -75.0 70.0 •76.0 70.0 •75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 NO 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 WINDOWS IS UMITED TO C •90.0 70.0 •90.0 70.0 -900 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 52.1 P.S.F: A -76.0 70.0 -70.3 70.0 58.0 58.0 •54.6 64.8 59.9 59.3 -53.6 53.6 50.9 50.9 47.5 47.5 44.7 44.7 -42.1 42.1 -39.7 39.7 DESIGN PRESSURE FOR 45.000 00.000 B -75.0 00 .76.0 70.0 450 0. •76.0 70.0 •75.0'70.0 • 66.0 70.0 -75A 70.0 •7 .0 700 -75.0 70.0 -75.0 70.0 .75.0 70.0 "XOX'WINDOWS IS C -900 70.0 -80.0 70.0 -80.0 70.0 -80.0 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 59.2 89.2 UMTTE0 TO 41.3 P.S.F. A -75.0 70.0 55.0 85.0 •54.3 54.3 51,1 51.1 55.1 58.1 •51A 51.4 48.6 48.8 45.3 45.3 42.5 42.9 4 ,4 40.4 38.4 38.4 48.000 98.000 B -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70,0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C -90.0 70.0 •80.0 70.0 -90.0 70.0 •90.0 70.0 •90.0 70.0 -850 70.0 -80.9 70.0 -75.0 70A -70.7 70.0 -97.3 87.3 -84.1 S4.1 A -76.0 70.0 410.8 60.8 51.3 61.3 48.3 48.3 32.7 62.7 48.7 48.7 46.9 48.9 43.5 43.5 41.3 41.3 39.2 302 37.1 37.1 50.500 101.0 B -76.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 46.0 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 40.0 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 58.8 88.8 53 b 63,5 50.6 BO.fi A -75.0 70.0 58.7 68.7 43.7 48.7 45.4 45A 50.0 60.0 -46.1 48.1 44,2 44.2 42.2 42.2 -40.1 40.1 -38.0 38.0 38.2 38.2 53.125 105.376 B -75 0 70.0 •75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 .75.0 70.0 •75.0 70.0 •75.0 70.0 -72A 70.0 C •90.0 70.0 -900 70.0 -90.0 70.0 •90.0 70.0 -88.8 700 •76.4 70.0 -71.1 70.0 -0.5 68.5 -63.0 63.0 -60.0 60.0 -57.3 57.3 A -76.0 70.0 58.2 582 47.8 47.0 44.5 44.6 49.1 49.1 75.3 45.3 43A 43.4 41.9 41.9 .39.8 39.8 •37.6 37.6 •35.9 $5.9 $4.000 106.00C 79 m 0.0 •75.0 700 .7S 0.0 -75.0. 70.0 .75.0 700 .75.0 70'.0 •75.0 70.0 •75.0 70.0 .75. 700 -76.0 70.0 -71.8 70.D C .00.0 70.0 •90.0 0.0 .900 70.0 -90.0 70.0 -86.9 700 .75.0 70.a .7011 700 .66.4 BSA •BI.S 61.8 59A 69.1 56. 68 •76,0 70.0 •57A 67.1 -0 .4 A8. 3 43,3 •4 .5 47.5 43.9 43.8 422 42.2 40.8 40.8 39.1 39.1 37.2 37.2 35. 35.4 55.500 111.00 B .75 0 7 A •76.0 70.0 .75.0 70 0 45.0 70.0 •76.0 70.0 -75.0 70.0 -75.0 70.0 - 88.0 70.0 -75.0 70,0 , 4.3 70 0 .70 8 70.0 C •90,0 70.0 50.0 0.0 -90.0 70O •90.D 70.0 •84,3 70.0 • 2.6 70.0 -68A BBA .83.6 83.6 -60.1 60.1 .57.6 57.5 •54.B 54.0 gPo,odmuamehac mem. A •75.0 70.0' 58.2 58.2 -44.8 44.8 42.1 42.1 482 48.2 42.5 42.5 44.2 41.2 -39.8 39.8 -38.6 38.5 38.7 36.7 34.8 34.8 vxba e 57.000 114.000 B -76.0 70.0 -75.0 70.0 -75,0 70.0 -76.0 70.0 -75.0. 70.0 -75.0 70.0 •75.0 70.0 -76.0 70.0 -76.0 70.0 -73.3 70.0 •89.8 89.6 > � m„y C -90.0 70.0 '•90.0 70.0 50.0 70.0 -90.0 70.0 -B1 B 70.0 -70.7 70.0 -65.7 66.7 -61.8 61.8 •58.7 58.7 55.9 55.9 -53.2 A -74,2 70.0 55.0 66.0 43.4 43A 40.9 40.9 44.8 44.8 41.3 41.3 -00.2 40.2 .3 38.7 37.6 37.6 •36.1 36.1 U.2 34.2 58.500 117.000 B _76.0 76.0 -76.0 70.0 - 6.0 70.0 -7fi.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 •76.0 70.0 775.0 70.0 -72.2 70.0 -88.4 65.4 mco 70.0 •900 0 -90.0 70.0 40.0 70.0 -79.4 70.0 -69.0 69.0 -94.9 64.9 50.4 60.4 .67.3 67.3 SAIS 54.6 -51.8 61.8 70.0 53.4 63.4 422 422 397 397 43.6 43.6 40A 40.4 39.2 39.2 -37.6 37.6 -30.7 36.7 35.5 36.5 33.7 33.7 80.000 120.00 70.0 - 5.0 700 • 60 70.0 . 6.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -7 .0 70.0 -67A 67.4 70.0 .90.0 70.0 4ID.0 70.0 -00.0 70.0 •77.1 70.0 -67.3 67.3 -63.3 83.359.1 59.1 -65.9 55.9 -53.01 53.0 50.0 50.0 TABLE 7. SED ON I/4°TAPCONS OR #I4 SCREWS °O"&"14-12-1I4 XOX•WINDOWS TEST REPORT: FTL-3580 y GLAZING OPTION: D. 7I16' LAMI (3N6"H5,.090,3N8°H51 ALL °O' SIZES UP TO 80.000" WIDE x 69.000°HIGH AND ALL "XOX°SIZES UP TO 120.000° WIDE x 83.000"HIGH -80.0 70.0 Yyl��3 Fx SNlA9 q FkY19ETA91E4, OV58 DF®qAG PRESSURES-0411*f/7-!/4X0XC0NFIG WINDOWS M1n10M'ARNlM ALUMINUM CASEMENT WINDOW, IMPACT P.HX N _ LVPIIm�,P£ oW oa aAM1i R]IAd V41b68earr v11` 5 �'°'^ PEB541o1 ' FAL 1T/174i3 W10 NTS 5 + 71 7D0.SB A md} yy COMPARATIVE AYSIS TABLE B. BASEDON Il4°TAPCONS OR 0145CREW3 XOO /3- TES REPORT: FT-35M GLAZJNGQPTIOALA 080, "XO. WIDTHWIDTH •37.000 46.000 49.993 53.126 56.000 80.000 84.000 S7.333 °XOX 55,500 72.D00 74.000 70.088 B4.000 80.000 80.000 101.000 fo8.376 108:000 1 A A A A A A A "Muff 66.000 NEG 75.0 -75,0 -76.0 -75.0 .75,0 .76.0 0 •75JATS!0 70.0 70.0 70.0 70, T0,0 70,0 70.0 700 700 70,0 31.000 N •78.0 -75.0 .75.0 .760 •7 0 .76.0 -75.0 -7S.0 -75.0 -760 70.0 70.0 70.0 7.0 70.p 70.0 70.0 700 70.0 70.0 38.003 N -75.0 -75.p .75.0 .75.0 .76.0 .75.0 •75.0 -76.0 -750 •760 P 70.0 70.0 70.0 -70.0 70.0 -70.0 70.0 70.0 700 70.0 38.375 -76.0 -75.0 -75.0 -78.0 .78.0 •76,0 -75.0 -750 •77b -70A OS 170.0 70.0 70.0 70.0 7Q,0 70.0 70.0 700 70.0 70.0 43.000 -75.01 •75A -78:0 -76,0 •76.0 .75.0 •71.1 BSA 51.0 .BOA P S 70.0 70.0 70.0 70,0 0.0 70.0 70.0 68A .B BOA 48.000 G FOS •75.0 70.0 •75.D 70.0 • 5.0 70.0 •76,0 70.0 •T8.0 70, 416A 08.4 61.8 61.8 -582 92 •55.1 55.1 54.3 54.3 SDA25 G •75.0 -75.0 -75.0 •76.0 •71.8 -63.8 58.9 55,8 51.9 51.1 FOS 70.0 70.0 70.0 70.0 70A 63.9 58.8 55.8 51.8 81d 54.000 G -76.01 .75.0 -75.0 .74,0 4D'.7 50.0 -88.1 52.6 �1B.9 47.9 P 70.0 70.0 70.0 70.0 67.7 00.0 66.1 52S 48.8 47EL 57.000 -75.0 -75.0 -76.0 -72.1 54.9 Se.6 53.8 -49.4 -45.8 -:4B OS 70.0 70.0 70.0 70.0 84.8 58.6 63.8 49.4 45.8 44.8 60.000 -75.01 •75.0 -76,0 -69.5 52.7 S82 -60A •45.9 42.8 d2.2 FOS 70.0 70.0 70.0 69.5 62A 682 BOA 45.9 '42.8 42.2 63.000 NEG I FOS 70.0 70,0 70.0 67.5 80.4 53.4 7.7 J43.143.1 43.170.817 0.372000 9.774AOD 1114000 70.0 0 .0 -73.7 70.0 -67,8 07.9 -69.0 59.0 -52.B 52.8 48,9 48.9 -0d4 48A -03.5 43.5 41.1 1 5.8 NOTE: IF USING 3A6• TAPOONS OR 412 SCREWS DESIGN PRESSURE FOR'°XO" OR •OX" AND -XOX" WINDOWS IS LIMITED TO 41.3 P.S,F. P.O.HfNf.'A N(1QL49.Fl.JIDO Z z� 31at/o3 P£ COMPARATIVE ANALYSIS TABLE 11.BASED ON114"TAPCONS OR 714 SCREWS "XO"ar"OX" & °XOX" UNEQUALLITEWINDOWS X O X TEST REPORTS: FTL-3580 FTL3582 GLAZINGOPTIO6 "XOX" VENT FIXED IB ,. 9, 1 S MMIUM 26,000 35.000 38.376 43,000 48.000 50.625 54.000 67,000 60.D00 63.000 WIDTH WID WID H POS N G N POS P NEG P S O UNEOUPL LRE9 X O 69264 19.125 31.014 A B C •76.0 .76.0 -90.0 70.0 70.0 70.0 -76.0 .75.0 -90.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 70.0 7.0 70.0 •74.170.0 -76.0 -90.0 70.0 70.0 34.9 -75.0 -80.0 84.9 70.0 70.0 30.6 -75.0 -90.0 60.8 70.0 70.0 -68.1 -76.0 •90.0 68.1 70.0 70.0 56.1 -75.0 •90.0 58.1 70.0 70.0 53,3 -75.0 -90.0 63.3 70.0 70.0 50.5 -75.0 -90.0 60,6 70.0 70.0 A -76.0 70.0 -69.1 69.1 -63.4 63.4 56.5 50.6 50A 60.4 -47.6 47.5 -44.1 44.1 41.8 41.6 39,2 39.2 -36.9 36.9 86,919 24.000 38.919 B C -760 -20.0 70.0 70.0 •75.0 •90.0 700 70.0 -76.0 -9d0 70.0 70.0 •75.0 -90.0 7D.0 7D.0 -75.0 -90.0 70.0 70,0 -75.0 -90,0 70.0 70.0 -75.0 .90.0 70.0 70.0 •75.0 -90.0 70.0 70.0 .75.0 59,4 70.0 70.0 -73.8 .85.2 70.0 70.0 uNEOUAL LITES A -76.0 70.0 30.6 60.6 -67.2 57.2 32.1 62.1 55.2 66.2 52.6 528 -08.1 49,1 •48.2 48,ff 43.8 49.8 -0 . 41.1 95.973 28.600 42.973 B -75.0 70.0 •76.0 70.0 -75.0 7D.0 •75.0 70.0 •78.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 0 X - C -900 70.0 -90.0 70.0 -90.0 70.0 -9D.0 70.0 .90.D 70.0 -90.0 70.0 -87.0 70.0 .81.9 70.0 -77.2 70.0 -73.1 70.0 108,648 30.000 48.60 A B -76.0 .76.0 70,0 70.0 53.6 •75.0 53.5 70.0 50.4 - 5,0 60.4 70.0 •54.5 -76,0.70.0 64.6 -60.7 -75.0 50.7 70.0 -48.2 •76.0 48.2 70.0 -44.9 -75.0 44.9 70.0 -42.0 -75.0 420 70.0 -40.1 -75.0 40.1 70.0 3&0 -75.0 38.0 70.0 'C -90.0 70.0 .90.0 70.0 •90.0 70.0 -BD.0 70.0 -B4.7 70.0 -79.5 70.0 -7&6 70.0 -89.760.3 66.. .63.1 63.1 UNEQUAL u7E3 A -76.0 70.0 -49.8 49.9 48.8 48.8 -51.3 51.3 -07.4 47.4 45.5 45.6 -02.7 42.7 -00.7 40.7 38.8 38.8 38.6 38,8 715.692 32.000 61.892 .8 C -76.0 -90.0 70.0 70.0 •7 .0 -90.0 70.0 70.0 •76.0 -90.0 70.0 70.0 -75.0 -90.D'70.0 '70.0 -75.0 -7B6 70.0 70.0 •76.0 -73.2 70.0 70.0 -75,0 -88.3 70.0 68.3 "75.0 -64.8 70.0 64.8 •75.0 -61.4 70.0 61.4 .73.2 58.8 70.0 68.8 122000 33.687 54.627 A -75.0 70.0 47.9 47.3 44.0 44.0 48.4 48.4 -04.7 44.7 -02.8 428 41.4 41.4 39.6 39.6 37.5 37.5 35.7 35.7 8 C -75.0 50,0 70.0 70.0 -75.0 •80,0 70.0 70.0 -75.0 A0.0 70.0 70.0 -75.0 •85.8 70.0 70.0 -76.0 -74.0 70.0 70.0 -750 38.4 70.0 69.4 -75.0 34.7 70.0 84.7 -76.D .61.0 70.0 81.0 -74.9 58.4 70.0 68.4 -71. -55.7 70.0 55.7 A -75.0 70.0 -46.8 48.8 -43.6 49.8 -07.9 47.9 -04.3 44.3 42A 42A -01.1 41.1 38.3 39.3 37.3 37.3 35.5 35.5 123.135 94.000 55.135 B •75.0 70.0 •76,0 70.0 -76.0 70.0 •75,0 70.0 -76.0 70.0 -76.0 70,0 -75.0 70.0 -76.0 70,0 -74.6 70.0 -71.0 70.0 C 30.0 70.0 •90.0 70.0 410.0 70.0 •85.0 70.0 -73.1 70,0 58.8 88.8 34.1 64.1 50.5 60.5 57.9 57.9 55.2 652 A -76.0 70.0 46.6 45.5 -42.6 42.0 -48.7 46.7 43A 43.1 -41.6 41.6 40.2 40.2 38.7 38.7 36.9 36.10 36.0 35,0 126.000 3KC791 56.410 B •7 .0 70.0 .76.0 70.0 -76.0 70.0 •75.0 70.0 • 66.0 -70.0 -75.0 70.0 -75.0 70.0 -76.0 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 32.5 62.6 59.2 592 -55 66.5 53.8 53.8 130,000 35.886 58.209 -74.4 70,0 43.6 43,6 41.2 41. 46. .4116 41. 40.4 40.4 .38.9 30.9 -37.7 37,7 3&2 36,2 34.3 34.3 8 .75.0 70.0 . 6.0 70 . .0 .0 -76.0 00 .7 .0 70.0 •75. 70.0 . 6.0 70.0 •75.0 70.0 .724 70.0 68.6 C 790.0 70.0 •80. 700 •90.0 0.0 •79.9 70.0 A9.3 69.3 35.3 65,3 •80.6 80.6 -57,8 67,6 5 .7 54.7 51. 51.9 vL1 u+ A -74.3 70.0 43.5 .5 41.0 41.0 4&0 45,0 41.4 41.4 -40.3 40.3. 38.8 38.8 -37.8 37.8 -38.1 38.1 34.3 34.3 378 130ti34O00 38.000 88.378 B -76.0 70.0 -76.0 0.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 •76.0 70.0 -75.0J70.O 5.0 70.0 -72.3 70.0 -68.5 88,5 v�,8wm�..mu py. ' C -90.0 70.0 -90.0 700 410.0 70.0 -79.8 70,0 58.1 69.1 -65.1 65.1 30.67A 57.4 -64.8 64.6 51.7 51.7 'N 37.000 60.000 A 8 -7.9 •75.0 70.0 70.0 -02.2 •75.0 42.2 •70,0 39.7 -75.0 38.7 70.0 -03.5 .75.0 43.5 70.0 -00.4 •75.0 40.4 70.0 39.2 -75.0 39.2 70.0 37.7 •76.0 6.7 3.3 3B.7 70.0 39.5 -71.0 35.6 70.0 33.7 -87.4 33.7 67.4C 0.0 70.0 . 0.0 70.0 -900 700 •77.1 70.0 •67.3 6 3' -63.3 63.3 59.1 .5.9 55.9 53.0 53.0 50.0 50.0 "XO" &-OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTFL TABLE 12. BASED ON 1W TAPCON80R 014 SCREWS 70"or °OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 GLAZINGOPTION: D.7H6"LAMI3118"HS,.090,3118"HS ' ALL"XOX" SIZES UP TO 134.000' WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 80,000" MAX. FUCEO WIDTH AND ALL-XO" or °OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.00D" MAX, VENT W IDTH ANO 80.000" MAX FIXED WIDTH -90.0 70.0 NOTE IF USING 3116-TAPCONS ORQ12 SCREWS DESIGN PRESSURE FOR =' OR °OX" AND-XOX° WINDOWS IS LIMITED TO 41.3 P.S.F. A' 9/ITAtl A 69W96TABlE fl,6G98 TPE9AdC ro ane5ixvxs M1'4Tdx�A FL Wl4 o-•+Im'° PRESSURES- UNEQUAL CONFIG. XO OX UwaT,mmr, vP. UMINLIM CASEMENT WINDOW, IMPACT -. NT3 1 7 e 11 �-704" A VMNr B. F.K Yrl.Dd °1 HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. OPENII OPERABLE VENT (SEE SHTS. 2 & 3) VERTICALSECTION FIXED UNIT "XO` & "XOX" FRAME ETAIL, SHEET 9 MAX. FIXED LITE (SEE SHT. 2) —MAX. WIDTH (SEE SHT.2) - HORIZONTAL SECTION - XOX �d1T MAX. VENT I�- DAYLIGHT OPENING (SEE SHT. 2) anearr� wxm0dxav'� "XO" & "XOX" FRAME ETAIL. SHEET 9 REFERENCE- "FRAME ASSEMBLY DETAIL, SHEETS MAX. WIDTH (SEE WiT. 2) HORIZONTAL SECTION -XX f f J' II 40 4MAX VENT LDAYUGHHT 01PENING+1 s (SEE SHT. 3) MAX. WIDTH (SEE SHT, $) HORIZONTAL SECTION -X a + Ff App ,-wmabw,ftj e 1 w.vl .ee mlSrne a FRAME ASSEMBLY TUBE, MAIL: 6063-TB W FRAME JAMB -1 .... anw 13° MAX. O.C. W/ (2) SCREWS 3OA13ARTAT MIDSPAN r-°X" FRAME JAMB NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 FRAME TOP )TTOM RAIL °)W FRAME ASSEMBLY DETAIL #8z1 QUAD PH SM6 FRAMEASSEMBLY #12x1 PH TEKSMS (2)PER CORNER 73' MAX. O.C. W1 (2) SCREWS TUBE, MATL: 6063•TS 3"APART ATMID-SPAN SASH FRAME °X° FRAME JAMB °O° FRAME JAMB I SIDE RAIL I SASH FRAME ASSEMBLY DETAIL °XO' S%(0)(° FRAME ASSEMBLY DETAIL 12 7.1r #Sx1 QUAD PH SMS .(2) PER CORNER IFRAME JAM6 MAIN FRAME ASSEMBLY DETAIL PAB 21 inraa&ai+n. O1 FRAME HEAD. SILL, JAMB MATL:* 6063•T6 DWG97002A OSASH FRAME HEAD, SILL, JAMB MATL: 6083•TB DWG#7003A OFIXED FRAME HEAD, SILL, JAMB MATL: 6063-T6 DWG#7005A nwad I NTS 1 9 • 11 7066E Ary,md PPm.pivpwnw 7(°M149ob1°601�1 dAY ox— 17- 3/2f/o3 30 33 PD.ri� A1]YCVQ.i:LMn� 706' .05D° .8 65° 40 5/18° GLAZING BEAD MAT L: 806376 DWG#7038 .523° —1 r— .050" I .865" 41 7/16' GLAZING BEAD *MATE: 8083-T6 DWG# 7042 .D40'JU 0" A23° 60 CASEMENT SCREEN FRAME MAIL., 6083-Ts DWG#7006 993' r.288° 83 INSTALLATION HOLE COVER MAIL: 608346 DWG#7007 .125' .062° 87 CASEMENTFRAME ASSEMBLYTUBE MAIL: 6083-T6 DWG#7004A �.•. �PUOiF v� 3iar/U3 APPROVED WOOD BOCK 1 1/2° OR MORE THICK (SEE NOTE 2) 1/4" MAX SHIM LESS THAN 1 1!Y THICK (SEE NOTE 3) — 114" MAX. SHIM 3/18° OR 114° TAPCON (SEE NOTE 1 BELOW AND SHEET 1..NOTE41—1 ; 11/2° ' MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 12° OR MORE THICK APPROVED WOOD BUCK 1 12° OR MORE THICK (SEE NOTE 2) 1/4" MAX SHIM #120R#14 SCREWS 1 1l4" MIN, EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 12' THICK 1140 MAX SHIM 1/4" MAX. SHIM 3/lr OR IW TAPCON (SEE NOTE 1 I 3118' OR 114-TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE BELOW AND SHEET 1, NOTE 4) .. 1 1/4° MIN. EMBEDMENT OPERABLE UNIT FRAME NOTES: TO CONCRETE 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO OR RW 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 12° THICK TO BE ENGINEERED BY OTHERS. PA 8%, nnwma,aaave 'LESS THAN 1 12" THICK (SEE NOTE 3) 1/4'.MAX SHIM—+ 3/18" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) --1 1 12" �_ MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1110 OR MORE THICK I1 MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE' caw -' 1 MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 12'.THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. n�mmWWo"oppmpp��c•�aaw wu 613 2Z/P.J Lwm ATmw,PE PEkseml MIDAOE BUD,DINGCODE COMPLIANCE OMCEp)CCO) CONTROL DIVISION SCANNEDPRODUCT NOTICE OF ACCEPTANCE (NOA) Lucie C St ouci DAB Door Company Inc. U19S NW 9e Avenue 13mWh Gardens, FL 33018 MUMI-DADE COUNTY, FLORMA METRO -DADS FLAGLERBUBAING 140 wFST H AGLER STREET, SUITE 16m MIAMI, FCORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under rice applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by M arai-Dade Ceunty Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used m Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA Mand shall not be valid after the expiestian date Stated below. The Miami -Dade County Product Control Division (fa County) and/or the AM (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material falls to perform in the accepted manner, the manft h r will incur the expense of such testing and the AM may immediamly revoke, modify, Or suspend the use of such Product Or material Dade Coon within theirjurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mlami- ty Product Control Division that this product or material fails to meet the requirements of the applicable buiklin code. This product is approved as described herein, and has been designed to comply with the Florida the High Velocity Hurricane Zone. Balding Code including DFSCREMON: Sectional Garage Door 16'- 2" VWde. APPROVAL DOCf1MENT: Drawing No, wig, titled "Sectional Residential revision Ou 02f2 M, sheets 1 through 3 of 3, Garage Dow". dated 08/24/00 with last bearing the Mlmi-Dade Co Prepared by Al with the Notice of signed and sealed by H Farooq, P S., the Maori -Dade Co °°ty Product Di isia Revision stamp with the Notice of Acceptance number and expiration data by County Product Couhol Division M 1981LE IMPACT RATING: Large and Sman M(ssne impact LABS r.nyG: Each writ shall beer a permanent label with the manufacmmr's name or logo, city, state and following statement "Miami -Dade County Product Control Approved orAMCPCA", unless otherwise noted herein. RENEWAL Of this NOA shall be considered after arenewal application has been filed and then: has been no change m the applicable building rode negatively Y affecting the pe¢mmance of this product TTER31INA71ON of this NOA will occur after the eapiratlon date or if there has been a revision or change m the matey dls, or any other manufacture nufpropaases shoR he ral)product un process. Misuse ofthis NOA as an endorsement of any product for sales, advertising for terma Ian and removal ofNOA. Y temlmate this NOA Failure to comply with any section of this NOA shall be cause LURTATION This approval requires the mmufacbner to do testing of all coils used to fabricate door panels under this Notice f Acceptance. A minimumof 2 specimens shall be cut from each coil and tensile tested according to ASTM &8 by a Dade County approved laboratory selected and paid bythe menufactanx. Every 3 months, foar times a year, the manofacturcr shall mail to this af6ce: a copy of the tested reports with conformation that the specimen were selected from coils at the manufacturer 34000 morree shall be wedto make door garment from the ma aiNtarer that only coils with yield strength of panels forbade t oemty under this Notice of Acceptance VRRTMEAH .' The NOA number preceded by the words Mimi -Dade County, Florida, and followed by the expiration data may be displayed in advertisingllterdtum 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 distribution and shall be available forinspectioa at the job site at tbe request of the Building Official. This NOA revises NOA # 00-1121.01 and consists Of this page, evidence page as well as the approval docament mentioned above. The submitted documentation wm mvta m I o APPROVED FOR USE T r Residence Edwin M. Fa p,E_ Axiom Engineering, Inc. NOANo 0"915.68 WonDate: Fehrvary 22, 20I1 Approval Date: April A 2006 Paw 1 46590 & CA 8421 DAB Door company Inc NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by M Farooq Corporation. titled "Sectional Residential Garage Door", Drawing No. 00-18' dated ON4100 with last revision on 0228106, sheets 1 through 3 of 3, signed and sealed by H. Farooq, PE. B. TESTS ' I. Test reportof large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on " Sectional Residential Garage Door", prepared by Hurricane Engineering.& Testing, Inc., reportNo. HETI 00-904, dated 08117100 signed and sealed by H. M. Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry Resistant Test on "Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing, Inc., report No. RM 00-903, dated 0811144 signed and sealed by H. M. Medina, pE C- CALCULATIONS I. Calculations dated 09114/99,• pages 7 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by H. Farooq, PE. 2. Calculations dated 08109105, page I through 5 of 5, prepared Al-Farooq Corporation signed and sealed by H. Farooq, PE D. MATERIAL CERTIFICATIONS 1. Test report of Tensile TestperASlME8,report No. HE7700-7052 prepared by Hurricane Engineering & Testing, Inc., dated 10113100, signed and sealed by A.Vigar PE. E STATEMENTS. I. Letter of Code Compliance prepared by Al-Farooq Corporation, dated II1071M and signed by H. Farooq, PE 2. Letter of Nofmancial interest issued by M Farooq Corporation on I1/07100 signed by Farooq PE and notarized by R. A L Guardia. 3. Tensile test and Affidavitprepared byDAB Door Company Inc on 01110106 slgned by R. Berger and notarized by T. Bolanos. F. QUALITY ASSURANCE. 1. Building Code Compliance Of we. Oa, /' Can F. ont,PE. Senior Product Control Division NOA No o54915.08 Expiration Date: February 22, Mi E•1 ApprovalDaie: April 13, 2006 UISIOLf m *vlgW➢ ,� soot e o arw NVp11AN3.1'ICGiIt [0➢01 3d Y a00M 30 N0L90 NI msD SI m8is 110wM W 35Y3MJNI Y➢¢ Y 5 Nanaedv 9NL eo 3111id ION 3W smn3a Mm . NI NAMS 350NL N^alL NSN10 SNONIDNW Nam No 9NItlomw Y ,-m,e NOsdvi Q yw = 3s TM6 sN3N9IM w sow .51w W t 'WO= ND MN • ,nvm MGM M Tmis lYDidIYN 35Y9 Ol A CIAMBN3 NONMY blNl90 NO NMDNS IN Q3DYds '0' en 6V 3B i s SNDICBNY 2 - 2No3 3NY0m00N ALIOM ND,N aNla=M NODIm 100E 30W DNXIW2 1011 3NL 3D SIMGR0DG➢0 .3NL Him RIdKW DL 03163E aM' a eeo N3ds M 30a008d SIM '1 sxLalM nano M NOW .L-.➢L DI .fit-,6L l .DI-.Cl—SLLI .0-u sxLmM Noon swa1M ®0 ®® =®131 a DhA O1.LL-A • c h[I m A-FI i A-Bm 0 , 13185 xala0 m I mumv tpa0 • IMDYtlIINNW Wv18 mWi] • ,Y. 301mrym Rj RIER-11 1 STILLS N31N2DL-, d5d 0'9B - • 3DYdNl 311ssm 30W1 No3 mm 61 Aa lDaOatld 61N1 dSd 0'99 + - ONLLIM 3a11SS3ad NOIS30 eooa NO°vai w 56�mNo m NOIH v0—,91 % 301m .Z—,BL 3ZIs -xvti • a000 03S50B� SAM , NYe Na01 Mv' z lst' 4aB 78ao➢ Nooa me 3ms cm NO a am 630W m "MI D'M SELF aNLGNO 9E1r ORL11N0 a Borrow G ' I A96 ILM PIAIE m1/4' X 1' 9.M.9. O N m RU&,EA WEATHFA904PP TR sEcripm OTrOM1 REINFORCING pppp ��0ALyO�OryNGG OPNO B�f 000R 4NS1A1L1]r— mfT. TPACX BRACKET FASM' m woo JAMB WON 5/15' X 1-]/B' TAG 9CROV] ' 2 PE 4PACXEr' 90URIEjM PINE ' I 1.9' X 219' X"I X.000, SiFF1 t2 O RR/ SFS SNEET 2 FOR sPMACINONO ' 2-1/9' X 1' X 14 M / CAW.Sl H W/ 1 oMMB$WOKry0.' O. / NIff U ONSTA= 7m U.M wrFRLGrvXre• sM,s GwumG acA 2N0 SECTION INTERIM -.-DIM SECTIONS' RENFORCINO REINFORCING e 14 X 4/9' SM9 4 PQr HINGE • 1/2' X 1-3/4' X 16 U FORwm 306' 0 W60 1O Pmm RNLI =URm TO �wo sR] mH a/le' POP RNE�I a IX' oz.' •IcEH1ER S E9/e' x 14 to mF1' POP WVdOT F1/1 HINGE , eY.G' GAW. 1 S 19 cA. auv. srmJ INTERIORSIDE I CNNIER MNCE ROLLER HI ' SF ON B-B ' 142' GIA Row JQP SECBON REINFORCING ' X 2' Xr2-1/2' X 18 01. SIM mLE B' OA POWERS WEI Of Ewe 06R. Y 1 IOx. iG O �ETm �. J/C YAX MAR 0 24 fA GONE. v I FR NPANEL I WOx4LEG I ,=1 w IV. 9 :�Fh NvdAfffi�0 Y $ 8 L, ErOWInO no •EM041C� 01 00-18 21• Ew oR �,a a P ' 4 P iEg P �]EEw Iqe v � .F. a -ll .1 9 ` Kj�yA� ii �1 N� u B m ev C {ECIIONAL RMDDVfNL GARAGE DOOR DAB DOORS INC. i2195 N.W. 98 TN. AVE NVAFAi GARDENS. FL 33018 S ( jY -0 4 �m a 0 P` pLW4Ef h PRODUCT DESM U AVE IRIOA WR7] MIAVIM E BUILDING CODE COMPIJANCE OFFICE (BCCO) PRODUCT CONTROL DIWSION NOTICE OF ACCEPTANCE (NOA) NnM[-DADE COUNTY, FLORIDA METRO -DARE FLACIEM BURRING MWEST FLAGLER STREET, SUITE 1603 hUAA% FLORIDA 33130-1563 (305) 315-2901 FAX (305) 375-2908 PGT Industries SCANNED - Nokomis, Technology Drive �Y SCOPE: Nokomis, FL 34275 _ .St. LUCI@ County 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 beused in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). 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 Affi (m areas other than Miami Dade County) reserve the right to. have this product or material bested for quality assurance purposes. H this product or material fails to perform in the accepted manner, the manufacturer will liar the expense of such testing and the AID 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 Earls to meet the requirements of the applicable budding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701-Aluminum Picture Wi adow-LMI APPROVAL DOCumE NT--Drawing No. 4259-4, titled "Aluminum Picture Window, ImpacV, sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A", dated 12J15103, signed and seabed 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--DadeCounty Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING. Each unit shall bear a permanent label with the manrriacmrees name or logo, city, state and following statement "Miam-Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after arenewal application has been filed and there has been no change in the applicable building code negatively aifbcfmg the performance of this product. TERMINATION of this NOA will occur after the expiration date or if time has been arevision 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 proposes shall automatically terminate this NOA. Failure to, comply with any section of this NOA sha0 be cause for termination and removal of NOA. ADVERTISEMIM: The NOA number preceded by the words Miaun Dade County, Florida, and followed by the expiration date may be displayed in adyertising.liberature. 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 themarmfacturer or its distributors and shall be available for inspection at the job site at the request of the Building OffrciaL This NOA consists -of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOANo03-110501 APPROVED FOR USE Expiration Date: February 19, 2009 Approval Date: February19,2M Ton r Doran Residence Page 1 Edwin M. Facrmv Axiom Engineering, Inc. State of Florida Lae. No. 46590 & CA 8421 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259A titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by mamdaotme , dated 7/14/03, with revision A' dated 12115103, signed and sealed by Robert L. ©ark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07118103, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Mssile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07131/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300-98, and structural analysis, prepared by manufacturer, dated 10131/03, signed and sealed by RobertL. Clark, P.E. D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Ac ceptanceNo. 0240828AS issued tom. DuPont DeNemours for 'DuPont Butacite PVB Material" dated I U21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17101, expiring on 5/21/06. 4&�cc Aez . rP � —f Theodoire Berman, P.E. Deputy Director, Product ContrelDrdsum NOA No 03.1105.01 Expiration Date: February 19, 2009 Approval Date. February 19, 2004 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL-3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25103, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21103, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodoreftmuu , P.E. Deputy Duvetor,Product ControlDivision NOA No 03-110501 Eapira4on Date: February 19, 2009 Approval Date-, February 19, 2004 E-2 LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF W18° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN.0901NTERLAYER U=WUN S, FLANGE nnneu....., 7 SECTIONS, SECTIONSSSY,FED...ED...........7 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 0.1 1/18° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3H8" HEAT STRENGTHENED CORNER T, FLANGED........... 7 GLASS, A 7/18" AIRSPACE AND 7/18" LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN INTERLAYER , IN SECTIONS, INTEGRAL FIN...FI ... 8 .D90 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER A33R INTEGRAL FIN...8 EXTRUSION PROFILES ................. 9 2. DESIGN PRESSURE RATINGS: (FLANGED • SEE SHEET S, TABLE 1 AND INTEGRAL FIN - SEE SHEET 8, TABLE 2) PARTS LIST .................................... 9 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98 (AND ASTM E 13OD-94 ANCHORAGE ................................. 1 810 OUTSIDE MIAMI-DADE COUNTY). S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13D0-98 (AND ASTM E 13DO-94 OUTSIDE MIAMI-DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.B.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. 3, FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D S E) HEAD 8 SILL: MAX 81/2° FROM CORNERS MAX. 11" O.C. JAMBS: ® MAX 810 FROM CORNERS MAX 11" O.C. (DESIGN PRESSURE LIMITED TO 80 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF.130 DIA. x 2112" I.G. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD 8 SILL: AT EACH CORNER MAX. 8" O.C. JAMBS: AT EACH CORNER MAX, W O.C. S. INTEGRAL FIN UNIT ANCHORAGE WITH 012 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEADBSILL: MAX. 81l2" FROM CORNERS Awwalr lrY MAX.110O.C. JAMBS: ® MAX 810 FROM CORNERS MAX Ito O.C. (DESIGN PRESSURE LIMITED TO 80 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 8. SHUTTER REQUIREMENT: NONE REQUIRED ' 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME 8. REFERENCE TEST REPORTS: FTL-3836 8 FTL-38E0 Hoxacftoore tm rta ag21s2 MY0A9Aft]tl]4 V(slbly Betta1 NOTES 8 TABLE OF CONTENTS ALUMINUMWINDOW, IMPACT P"�ALeeeGvk P.E MAW12 12/1869 . eroucanrvcnaxavnewa ."-K �,A� _PICTURE NT3 7 • 10 'r 4268-0 A 3/16° ANNEALED OR HEAT U/13" ANNhALtU UH HFA'I" STRENGTHENED GLASS STRENGTHENED GLASS 080 DUPONT BUTACITE OR D80 DUPONT..BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/18° AIRSPACE PVB INTERLAYER 3/16° HEAT STRENGTHENED 9/18"HEAT 3l18°HEAT GLASS STRENGTHENED GLASS STRENGTHENED GLASS 12 12 10 17 OR 21 18 0 22 11 OUTSIDE I L 1LASS OM OUTSIDE I GLASS BITE I ll 11/18°NOM GLASS SITE 13 � 14 OR 15 14 OR 15 7/16" LAMI GLAZING DETAIL 1 1/16" LAM[ I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) Alt t/ rmarrcxxa.00vennE GLAZING DETAILS /t/ xaxonns, a.wzn ws A xocMnwleTxnexeer Y.asoa'lsrp ALUMINUM PICTURE WINDOW, IMPACT "emnLc ns. f2V °.a raravi9. Ft N9I Vla/6/y Betta °""°°'-2 pg 18 Prurof NTS 2 > fa azsaa A __ HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA - 21.05 80, FT. FAN MAX. SIZE = 98° X 47" OR MAX. AREA= 24.47 80. FT. L: HALF CIRCLE MAX SIZE = 06" X 48" OR MAX, AREA = 25.13 SQ, FT. FULL CIRCLE MAX. SIZE = 60' DL4. OR MAX. AREA =19.63 SO. FT. OCTAGON QUARTER CIRCLE MAX. SIZE - 60" BETWEEN FLATS MAX SIZE = 88° X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX AREA = 25.22 SQ. FT, OR ELLIPTICAL MAX. SIZE - 96' X 47° OR MAX. AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE - 96" X 48" OR MAX. AREA - 31.99 SQ. FT. F 48" MAX. SEE NOTE 3, SHEET 1 98° MAX 92114' MAX, DLO RECTANGLE MAX. SIZE -48" X 98" OR MAX, AREA - 32.00 SQ. FT. P.684M103B NWMAR$FiJOn1 0 441/4" MAX. OLO 1 TRAPEZOID MAX SIZE = 48° X 98° OR MAX. AREA - 31.99 M. FT. P mf I NTS 1 3 w 10 1 42694 HEXAGON MAX SIZE a 80" BETWEEN FLATS OR MAX AREA = 21.66 9Q. FT, HALF CIRCLE MAX, SIZE - 96" X 481 OR MAX AREA = 25.13 SO. FT. MAX SIZE = 00" DIA. OR MAX AREA =19.63 SQ. FT, MAX. 81ZE = 60" BETWEEN FLATS OR MAX, AREA - 20.71 SO. FT. EYEBROW. MAX SIZE - 96" X 48" OR MAX, AREA - 31.99 SQ. FT. 46" MAX. NOTES 4 & 5, SHEET 1 96" MAX. 93 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68' X 68' OR MAX AREA = 25.22 So. FT. =/'// ELLIPTICAL MAX, SIZE = 96` X4T OR MAX, AREA = 31.99 SO, FT. RECTANGLE MAX, SIZE - 46" X 96' OR MAX. AREA = 32,00 SQ. FT. f fee A'OKOM FL9y)9 451/4' MAX. DLO OR TRAPEZOID MAX SIZE = 48" X go - OR MAX. AREA = 31.99 SQ. FT, 4 " 10 98' SQ.-FT. !% e4- L '79='Jrtf'A _ A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) GLASS TYPE: • B, 7M6" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI 49.000 ARE 54.500 ARE 80.000 ARE 65.500 ARE 71.000 ARFr 76.500 AREA 62.000 AREA 87.500 AREA 93.000 AREA 98.000 .090, 3116" ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 3 WITH#12 SCREWS, 1/4° TAPCONS, DESIGN PRESSURES ARE LIMITED HEFT 3 ARE QUALIFIED TO THE PRESSURE OF 32 SQ. FT. UNIT IN TABLE 1. IMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST MICH THEIR OVRRX I WInT Aun=nW nn,,eueinu..........��... _._._.._..... n,a erxr lma �►�-� nwwMUM r10I UKb! Wll xoxatn$Fts°n" YI-lb/y Batt- NTS 5 + 10 AW 10f A. 7/16" LAMINATED GLASS TYPE: S. 7/16" LAMINATED C.1 1/18" LAMI I.G., ; 49.000 ARE 54.500 ARE 60.000 ARE 05.500 ARE 71,000 ARE 76.500 ARE 82.000 AREA 87.600 AREA 93.000 AREA 98.000 (3/18"A, .090, 3/16HS) (3/16"HS, .090, 3/16HS) 7/16" SPACE, 7116" LAMI (3/16A, .090, 3/18" 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS, DESIGN PRESSURES ARE LIMITED TO *1-60 P.S.F. WHEN ANCHORING WRH#1R SCREWS, 2, ALL MAXIMUM SIZES SHOWN ON SHEET4 ARE QUALIFIED TO THE PRESSURE OF A 32 SO. FT. UNIT IN TABLE 2, 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST 6ZCTAN9ULAR SIZE IN TABLE 2. WHICH THEIR nvERAI I -01-T INS fAK0.W.{ftBR)1 PYF1B1 I IW31 6 1 10 1 42594 HORIZONTAL SECTION (FLANGE ALONG ENTIRE JOINT (FLANGE FRAME) r— 2.784' MAX WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASSY WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASSY (FLANGE FRAME) Y.0.64YItPe NBYpMlA,RJIn, DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) 7 + 4204 TTTM nsmr.i-tr a 2.7840 OUTSIDE MAX. DAYLIGHT OPENING - - MAX. WINDOW WIDTH -- HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT FIP' MAX. WINDOW 17 8 20 HEIGHT 18 21 ALONG 8 ENTIRE 22 JOINT MAX. DAYLIGHT OPENING EYED. CORNER ASS'Y NTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) NJKOmIARNb1 caepKfgp 2.784" INSIDE FIiL'fllU1-A.1_ •. I�.v4L a VERTICAL SECTION NTEGRAL FIN FRAME) n� ITEGRAL FIN /C 'C7URE WINDOW, IMPACT Is e . fa � azsed A A I 8 16 17 16 20 21 4Y r .070' +{ .050° .97W ITEM 10, 716 -LAM I GLASS BEAD MATL: 6063-TS DWO NO.4256 KEEPSAFE MAXIMUM PVB ATSTRENGTHENED 9N8°HEAT STRENGTHS LED -.060 MAXIMUM FURAL CORNER KEY 0LAS3: 3176" HEATSTRENGTHENED-.060 JTACITE OR SAFLEX KEEPSAFE MAXIMUM LAYER - 3/16' HEAT STRENGTHENED GLAS i 0/16" HEAT STRENGTHENED 1"7116° AIRSPACE - $/16" HEAT ENED -.060 DUPONT BUTACITE OR SAFLEX MAXIMUM PYE INTERLAYER"3/16" HEAT T-1 ° .050" ITEM 11, 1 1/16 LAM I.G. GLASS BEAD MAIL: 6053-T5 DWG NO.4264 Pf" I6B N0.Y¢4A9,ftilP>I 1.875" L .062° ITEM 1, INTEGRAL FIN FRAME MAIL: 6063-TS DWG NO.4258A ITEM 2, FLANGED FRAME MATL: 6063-T5 DWG NO.4253 1' iA? 0 ,130" DIA. MIN. x 21/2" NAIL, AT CORNERS AND B" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A #12 SCREW, 81/2" MAX. FROM CORNERS & 11"MAX. O.C. A 1/4" MAX, 1/4" MAX. SHIM I I fZ.°C1 T SHIM EMBEDMENT -- � I EMBEOMEN 1/4" TAPCON, 8 IM MAX. FROM CORNERS & 17" MAX. O,C. A (SEE NOTE 1) 1/4" MAX. SHIM , ,;r •,..:....,4 ; a...h 1 1/4" MIN. EMBEDMENT 2 � 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 912 SCREW, B 1/2" MAX, FROM CORNERS & 11" MAX. O.C. A 114" MAX. SHIM 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPOON, 81/2" MAX, FRO CORNERS & 11" MAX. O.C. A (SEE NOTE I) 114" MAX. SHIM 1 1/4" MIN.',•• ). EMBEDMENTi °• 1x WOOD BUCK 7— (SEE NOTE 2) CONCRETE J I SOLID CONCRETE FOR HEAD &SILL �,• •• FLANGED DETAIL D (SILL ONLY) OR HOLLOW BLOCK FOR JAMBS NOTES: FLANGED DETAIL E 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS, A 2. A- IN MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHE[ 8 - OUTSIDE MIAMLOAD DADAND COUNTY INSTALLATION TO THE SUBSTIRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. PA"OXfSM naxaM4 F1'21210 a 10 1 42664 P20"M1LQUk,PA PEtl3"12 en"rmv