Loading...
2012100260-Product ApprovalMIAMIDAD VlaN104 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY At:FAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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 knicane Zone. DESCRIPTION: Series "SLI 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Street, Room 208 Miami, Florida 33175-2474 t' (786)31S2590, F (786) 315-2599 www.m is rnidade,aovi perat LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MAMMAL) CO TY APPR0VEQ NOA No. 11-1013.14 Expiration Date: March 26, 2016, Approval Date: November 03, 2011 Page 1 \a.4o©Ucn PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) �— JaimeD.Gasca,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hang window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter• for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.0.1) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gascon, 1'. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0. H. 13/18" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. LM. 13/16" LAMI 10: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/6" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ,7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4849, FTL-4850, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Rota( D. J.J. 1067/11 Rand 9R Deb J.R. 0481/11 RMaat: D. . F.K. 11/13/08 OraNaay. Dab: F.K. 9/1/08 D 2010 PBC UPDATE Rlvlaierw CHANGED CAP Trivp FINIM HS +bar' 'HANGS MOTES -3 . ADD NOTE g ADW AS�'1 IYPE M B I TONOTE LINO OPTIONS ca.aad a(� J.J. I 7/23/07 1070 TECHNOLOGY DRIVE po GENERAL NOTES alb I. ALUM. SINGLE HUNG WINDOW IMPACT Visibly ester 811700 I NTS I 1 w 11 NOI(OMIB, FL 34276 P.O. SOX MS NOKOMIB, FL 94174 4040-20 I D NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT RL'VISLD as complying with the Florida Building Code Acce'tan No G..eitIll.r, Da By Miami Dade Product Control •,11{111111{ \\\y VyNN o� •' Nse Q :• 56Toy • Ct •�•. •� 2 c191:i. �� A. LY"1I11MNLLER, P.E. FL P.E.# 58705 r—� 80,81 or 82 1/2" NOM. GLASS BITE — +— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS —► — .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS MnaBy: DA, J.J. 10/07/11 rum By. Defe.' J.R. 04/01/11 Rawl er Dee: FJ( 11/13/06 Drew, Or Dar: F.K. 9/1/05 1/2" NOM. GLASS BITE 12" NOM. GLASS BITE Lik NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS —^ --- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI Revlabv O NO CHANGES THIS SHEET liorlrlonv C CHANGED CAP GLASS TYPE TO TEMPERED FROM 118 • HADD ITEM 92 TO 6/16 LAMI 1.G. GLASS (AAA) d LAMI 10 NOTE 4riedmd 11•14, J.J. 2/23/07 n 1/2" NOM. GLASS BITE —�{ 3/16" ANNEALED E OR HEAT STRENGTHENED GLASS —+ ( .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS® 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1 newtons 070 TECHNOLOGY DRIVE p GLAZING DETAILS NOKOMIS, FL 34275 P.O. B9X 1528 NOKOMIS, FL 34274 nese ALUM. SINGLE HUNG WINDOW IMPACT Full I 2 a 11 4040-20 1Rrlb1y Better °`"`�di SH700 ID PRODUCT REVISED re complying with the Florida Building Code Ex ,te Acceptance No Miami a e �aducf2,oiiroll lCo /11111111,. NNFcerise • No. 55105 • G.0,17,10, , 61 Lu O ' , OF /rSSIONP� A. LYt‘14MILLVR, P.E. FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION IA BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT 68" 70" WIDTH 48" 50" 82" 63 1/8" UP TO 63 1/8" GLASS TYPE A,B,M 1� A,B,M A,B,M A,B,M da +80.0 C,D,E,F,0,H,I,J,K,L +80.0 Dip +80,0 40.0 +80.0 -80.0 +80.0 -60.0 -80.0 -80.0 66" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80 0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 72" +80.0 -80.0 +80.0 -80.0 +78,8 -78.8 +76.9 -78.9 +80.0 -80.0 74" +80.0 +80.0 +77.3 +76.4 +80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOI' TIP -TO -TIP FRAME DIMENSIONS WIDTH 48" 50" 52" 53 1/8" UP 70 83 1/8" GLASS TYPE A,9,M A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J, -80.0 -80.0 -77.3 -76.4 -80.0 WINDOW HEIGHT 38 3/8" 44" 50 6/8" 63" 72" 74" +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -70.9 +70.0 -70.0 +70.0 -70.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +88.8 -68.5 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -88.0 +66.7 -68.7 ,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 TABLE 1. 78" +50.0 -80.0 +79.0 -79.0 +75.9 -75.9 +74.0 -74.0 +80.0 -80.0 TABLE 2. 76" +70.0 -70.0 +70.0 -70.0 +67.8 -67.6 +55.5 -55.5 +70,0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL�FIN IWIINDOWS W/ HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW NN8H DOW HEIGHT MINUS 8AHJ EIIHT (. WINDOW HT. W/ SASH • 76" FLANGED AND 76" INTEGRAL FIN) WIDTH I GLASS TYPEtis 17 1/8" I 22 11/18" I 28 3/16" I 33 3/4" I 39 6/16" I 44 13118" I 60 3/8" I 65 15/16" 63 1/8" D,E,F,J,K,L +80.01 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +70.0 1 -70.0 +70.01 -70.0 +70.01 -70.0 +70.0 1 -70.0 GLASS TYPES: A. 5/16" LAMI - (1/8"A,.090,1/8"A) 0. 5/18" LAMI- (1/8"A,.090,1/8"HS) C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) D. 7/16" LAMI - (3/16"A,.090, 3/18"A) E. 7/16" LAMI - (3/16"A,.090, 3118"HS) f. 7/18" LAMI - (3/16"HS,.090, 3/16'HS) <0. 13/18" LAMI 10 • 1/8" T, AIR SPACE, 5/18" LAMI H. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 5/18" LAMI I. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 5/16" LAMI - J. 13/18" LAMI 10 - 1/8" T, AIR SPACE, 7/16" LAMI - K. 13/18" LAMI 10 - 1/8" T, AIR SPACE, 7/18" LAMI L. 13/10" LAMI I0 - 1/8" T, AIR SPACE, 7/18" LAMI - M. 13/16" LAMI 10. 1/8"A, AIR SPACE, 8/16" LAMI - (1/8"A, 090,1/8"A) (1/8"A,.090,1/8"HS) (1/8"HS,.090,1/8"HS) (3/16"A,.090, 3/18"A) - (3/18"A,.090, 3/16"HS) (3/16"118,.090, 3/16"HS) - (1/8"A,.090, 1/8"A),\ TEST REPORTS F11-4647, 4848, 4723, 4957 FTL-4647, 4648 FTL-4847, 4648 FTL-4645, 4885 FTL-4846 FTL-4845 FTL-4646, 4723 FTL-4648 FTL-4846 FM -4849, 4850 FTL-4849, 4650, 4958 FTL-4849, 4650 FM -5083 TABLE 4. -r- HT. HT. MEETING RAIL "0" MEETING RAIL "0" S SH 41 WIT. MINUS SASH HT. HT. MEETING RAIL j /)50 S t -H NOTES: gi WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGAI IVh UESIGN PRESSURES ARE UNEFFECTED, ._. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. Ak 14.»I/y. O.Ir krAdon4 J.J. 10407/11 0 NO CHANGES 71418 SHEET mMory, atw" wH"orw ,070 TECHNOLOGY DRIVE J.R. 04/01/11 C CHANGED CAP vow Tip 7EJ mflpipm H8 NOKOMIS, FL 34275 aM7. .K w,f+nr IrrLInl It lU/I.YIMC1 YI: I YYAI Kw-, Atte 4. F.K. ///1306 8 REy1SE0 ClipTDAt FORMAT DPS. ADD WT.FIN. UPDATE TEST NOS P•0.BOX 1628 aglow owe C+a .nay NIlG/.�f NOKOMIS, FL 34274 F.K. W1/06 J.J, 2/2307 TDESIGN PRESSURES �"_._. ALUM. SINGLE HUNG WINDOW, IMPACT Visibly BarrerW Aube �" 811700 I NTS I i a 11 , 4040-20 I o ,RODUCr REVISED m complying with dte FloridaBuilding Code „ Acceptance No r �---T Lx :n, Date �' - l2a� Dad -ca ct Comm /11th 111.1,. LVNN . 46'4, . No. 58105 °Asp. •., FL01#5?!.:** 9„' ',,,SS/GNP A. LYIJN/MILLS , P.E. FL P.E.# 68706 SEE DLO TABLE SEE DLO TABLE (MAX.) L L3 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH LEA 49 5/8" MAX. FIXED DLO (ALL) y 10 -r1 O j X j SEE DLO TAPLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 O j B r �751 I. D HEI 3HT 76" MAX. FLANGED 38 /18" HEIGHT MAX. SASH HEIGHT Ir SIE DLO ABLE 1 SLE1DLO ABLE SEE DLO TA▪ BLE J 0 DETAIL D VIEW (CUSTOM SASH 2 X j DETAIL B VIEW (STANDARD SASH) 75" MAX. I.F, HEI 3HT MAX. FLANGED HEIGHT SIE NOTE4 E I 75" MA X. 7 1 75" M AX. I.F. 1, HE;HT E HEI 31 -IT ® SEE JLO ® DETAIL SILL SILL A 341/2" 34 3/16" 76" MAX. TABLE 78" f 1AX. B 41 5/8' 41 1/4" FLANGED FLANGED C 41 1/4" 40 7/8" HEIGHT HEIGHT D 52 5/8" 52 11/18" 1 E 52 1/4" 52 5/18" NN —1 SASH SASH SEE DLO T T▪ ABLE j SASH SILLLOWW HIGH HEIGHT ..1,_ HEIGHT DETAIL SILL A 34 1/2" 34 3/16" _ B 27 7/18" 27 1/8" C 27 7/18" 271/8" D 16 3/8" 15 3/4" RADIUS TOP (CUSTOM SASH) E 163/8" 153/4" TABLE 5. C /TT SEE DLO C TABLE O 1 SEE DLO TABLE 75" MAX. I.F. HEIGHT MAX.76" FLANGED HEI 31 -IT SEE NOTE 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED L)TE LOW HIGH DETAIL E NOTES: 1, SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. J.J. 10/07/11 D NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE '*fl y: OM, "MOW:J.R. 04/01/11 C NO CHANGES THIS SHEET j NONOI4I0, FL 84275 Rawl By: Doer faNebna, P.O. BOX 1620 F.K. 11/13/08 S ADD INTEGRAL FIN (LF.)VERSION, CHG. NOTE & ADD NOTE 4. Dram en D.. tat"waey 0w:1 NOKOMIS, FL 84274 F.K. 9/1/05 J.J. 1/29/07 TELEVATIONS — ALUM. SINGLE HUNG WINDOtwoW IMPACT NTS I a' 11 I 4040-20 I D V/atbly Better 8H700 PRODUCT REVISED as complying with the Florida Building Cade Acceptance No l%- ©k aJ114. Ex.'., on )mo mrx HEI3HT 2.784" Mr,X. FIXED LITE DAYLIGHT OPEAING INSIDE (7, 8 OR 17) OUTSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)8" FROM EACH SIDE OF SASH. 40X. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16) 11:k11-0 • . MIL 2.710" MAX. FIXED LITE DAYLIGHT OPENINA MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A OUTSIDE INSIDE'\ 2. 46 HIGH SI _L MAX. VENT DAYLIGHT OPENING 2.330 LOW SILL 2.330" (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY SECTION B -B (LOW SILL SHOWN) R.heity D. RMbror J.J. 10/07/11 D NO CHANGES THIS SHEET R.N.lr Pair R.'M011: J.R. 04X11/11 C NO CHANGES THIS SHEET R.W.ly: D. R.1Mb110: F.K. 11/19/05 B ADD I.F. SECTIONS 8 CONSOLIDATE BAL. COMPONENTS Onxn Or D* Choate 9y: Dew F.K. 9M/05 J.J. 2/23V7 HIGH SILL LOW SILL HEAD JAMB OUTSIDE 2.946" (HIGH SILL) ULTRALIFT ONLY ALTERNATE HIGH SILL SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) 1070 TECHNOLOGY DRIVE SECTIONS NOKOMIS, FL 04276 TM' ALUM SINGLE HUNG WINDOW IMPACT P O 8 Q X 1629 Nt71(OMI9, FL 64274 Visibly Better I Half I 5 a 11 IDnioNoNI 4040-20 LR D PRODUCT REVISED as complying with the Florida Building Codo Montano; No pc uo • 7i Dy MI... r . ,.: Product Contra N O '� m 0 X 0 m 0 0 0 0 0 Y O m 0 0 A CV -0 CO W wx 6-4°R-76 Xi omia.. a 00mm0oO O O C C q W O ;i1 40 o-Izzm m 0 m 42 jN 2 ^_ )p 0 a 1 - 0 a m alk Wuiaw nN4��m _ms�g. aataa -)per-) mootAoo�FQ 0 22Zm` o o�dzdQ=t"L=• °!e* � O <2 s,. .7_-. .0000_ 0@1 iiiig -mOr!JJJi- _ J W W zn1 � 2 � - - - C ti 2 Vmio%gle2otrm r®s� cacao* 0 U. 000 mAA i. ter'-ate--rr) 0 °.° e At _ 00000000s.047-0 000 40,U00li02J-i]C 4 Q aa CO400000000mmooaow 41 441 41 41 0 O 6 o N A f v 11 N N O Nv f N a 04 Q N N N N ^ Q N N N 0 m f0 !1 0 0 0 A T V m QP2 A W m D AS RADIUS TOP HEAD) 41414141 1 OD 0 LLCL Q 0(� Y LL V mtdD00lO)YA N3•�mONO A Nt7 f.0 f o 4 O i 0 g N_ $ O p A 't N n A A A A f Vl p) t1 0 v 0 m O O i0 0 0 N .N 0 2 0 N C A N 0 0 0 O O O O A 0 0 0 Q N X f J f N N f 4 f O f f`` f f$ a N 6i 0 2g A v 0 0 -�+ 0' 0 A 0 ®/O A A} 0 0 0 0 0 0 0 0 A 040 A A^ 0 A A A o 0 0 0 A 6 -J x7.-. Y Y o ut nL� o e1- •J f X J j J Z C ▪ J `� Ow O) LL J NAY ��p of 40-:.%F /2 y _J—E_ to w q .t x X0 3 Q O 0 2 K z8 W Z W telmgm Q'-ce ti • J mJ lmmmaD tO (O 0r J (p Spl.O YY r =0,��7 U4 -K W ZO w�Ji W 5 g 2. t0 9 .tSD {ALL Com%WSg s_ �d/� Ig...10,g85?.:21,7§;+ S�345-z per_r42 = 1!� j nCw�Y�cZZ7a o m 0 O= t-th o g a�Wr u u 000_°- 5Qtiz oto 24.,,ip,,,0.,}- CL Q z z �z�.�" fw =S Q ==NQ= tL W +� atm W w ;33s� as W SS00.000s t. ,(4-4 41&.:402 1<000v00 tso o rw 02000-,s,000NNv02Slo Ag4 m atoovo A v O 0 N OiV N N 0 0400 f 3 p) p O N Op 0+N O N N m f 00- - f 0 0 f W N .-800-0000 w 07004 D O N O O C C4 f N.0 0 01 N O 3 N 0 0 0 0 O 0 O N 0 0 0 `O 0 70%r' -sr 0 .— v yr Ott •av of a v 0 N W 10 0 m m O r N 7 0 0 A 0 D C) N N0) AO. WNbnb.0 W4.4 N 1.4 0 V) 4) I)) 46 ffrY<Y m 40 0 CR; I-.--2.784 1.361 11 .062 4-- 1 FLANGE FRAME HEAD #4002A, 6063-T6 .062 -1.749 7 2.710 -.11-.-.082 11.490 OSASH STOP #4025, 8063-T5 • 2,830 u - 2.784- --I O FLANGE FRAME SILL (Low) #4003C, 6063-T6 1 2.330 i FLANGE FRAME JAMB #4004,8063-T5 (USED AS RADIUS TOP HEAD) --+-{ 1.342 .062 2.155 21 FIXED MEETING RAIL 23 #4054A, 6063HD-T6L .082 -� 3.•46 - U I-.-- 2.784 1 2.946 69 FLANGE FRAME SILL (HIGH) #4050A, 8063-78 I..-- 2.279 �1 1.707 1t 1.513 fl .040 .738 OSASH STOP COVER 17 #4053, 8083-T5 2.326 JVT 1.979 C or 47 A I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL or 50).„.„,. 6or50 SEALANT ALONG ENTIRE JOINT I.F. FRAME I1/- it VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 .678 0 SASH SIDE RAIL #4008,8063-T5 SASH TOP RAIL CSASH BOTTOM RAIL(Low) #4006C,8063HS-T6 #4007, 6063-T5 2.638 .082 -+- es 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 D NO CHANNGESS THIS louSHEET ' UPDATE FRAME CRNER�EMBLY TO INCLUDE LF. c+waaa,eAVUPOR4DF JTFM 21 Al / OY. J.J. 213107 nnui e .HNOLOOY DRIVE NOXOMIS, FL 94275 P.O, 99X 1528 NOKOMIS, FL 34274 1.096 1 050 .678 iT 44 GLAZING BEAD 7/16" #4222, 6063-T5 .050 II ''.678 1.115y�-1- 45 GLAZING BEAD, 7/16" #985C, 6083-T5 (USED W/ GRILL KIT) 1.096 1 { 41 GLAZING BEAD, 5/16" #403913, 8083-T5 .050 1.096_1 �1f GLAZING BEAD, 5/16" #404413,6063.75 (USED W/ GRILL KIT) .878 .883 .050 1.097 GLAZING BEAD, 13/16" IG #4087, 6063-T6 1_ EXTRUSIONS & FRAME CORNER DETAIL r♦ '� ALUM. SINGLE HUNG WINDOW, IMPACT 814700 1710 l 7 a 11 r.."‘ 4040-20 Vie#bly Better to WELD ALONG SCREW BOSS (2) PRODUCT REVISED us complying with the Florida 13uilding Code „� Is No..Y,r EX 011 ate ade Product Control ./\\1111th/,. `‘c0 LYNN/��/,/ .,$'.... josNSE •'•.4' 4t..• µo. 55705 * * . 0 a rp lot •'. STATE Of r', 'i- • FLOR�QP'a�� �SSIONA\- A. LYNN' MILL , P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE:`\ 28.603 34.603 40.603 46.603 _52.603 58.603 ANCHOR `YPE: • 0 0 U 0 U U 0 0 0 `. 0 U 0 0 01 U 0 0 0 0 0 0 0 0 0 WINDOW GLASS c+>ONZ ZMONZ Zr+�ONZ; ZtnONZ Z1n NZr thON, ZMONZ�ZMO-8-8 Z Z N O�oN O' ON O'"O(N o pN O N ON p pN O WIDTH TYPE y U S U U U U U U U 0 0 0 U 0 U TABLE 6. 64.603 78.000 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 112 111 111 112 111 112 212 112 212 212 212 212 212 212 212 212 212 212 212 212 212 213 212 313 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 111.171.112 111 112 212112.212 212 2i2 212 212 212 22 272 2 2 272 212.21.2 212 213 212 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 112 111 112 112 112.11J2 212 112 212 212 2r 212 212 212 212 213 212 212 213 212 213 313 212 313 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 112 111 112 112 112 112 212 112 212 212 212 212 212 212 212 213 212 212 413 212 213 313 212 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 11_ 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 112 1 2 212 213 112 212 213 112 213 213 212 213 213 2T2-21-3 313 2 2 313 3T4 312 313 314 313 414 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 " 1 1 1 1 1 1 1 1 1 A B,M 1 2 1 2 2 2 2 3 1 2 21-2 213 112213 2f3-121-2 2 3213 212',2 3 -313 212 313 3F4 -31 -21 -iii 314 313 474 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 2 1 2 1 2 H,I,J,K,L 212 112 212 213 112 213 2 3 2 2 213 2 3 2 2 213 2 3 213 2 3 -3-R-2-13 31 3 314 313 314 315 313 41-4 37.000 ABM 1 1 1 1 1 1 2 1;"'1 2 1 2 2 1' 2 2 1 2 2 1 2 2 1 2 2211222231 2232322'2323222132.132 44 32.000 3 2 EISIm® 3 3 4 3 3 3 4 3 5 3 3 PSF 79 C 22 2 2 40.000 H,I,J,K,L 22 112 2[2 213 212 22219 212 21 3 ABM 2 2 2 2 2 2 2 2 2 2 2 1 T2-5-2 3 2 2 —25 213 2 22 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2T3 213 213 214 25 313 314 219 3 4 3 5 313 314 415 313 414 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 219 2 3 2 4 2 3 3 3 314 2 3 314 3.5 313 314 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2221221221-3212 43213212.31321421.3 313 31 4 213 3113 814 213 314 315.313.314 415 314 415 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2] 3 212 3 3 214 2 3 3 3 3 4 2 3 3 3 374 213 33 4 3i5 3-13 314 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 _2 _ 2 2 2 2 2 48.000 H,I,J,K,L 2221P212-213 212 213 314 2 3 3 3 314 213 314 314 2 3 314 315 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 212 213 212 213 314 —2Ti 313 314 2-5-31 4 3 4 -212-3-114-3-Ti 31 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 53.125 H,I,J,K,L 2222222 3 212 213 314 1334 3421334 3r4 1331431531 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 212 2 2 2 3 272 —2-1-5- 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 A,B,M Am: er Pay J.J. 10/07/11 mow mtc J.R. 04/01/11 FAG 11/13/00 Pow Br Oak F.K. 7/2906 3 3 2 3 2 2 3 2 2 13 3 4 3153 415 416 314 5T5 2 3 2 2 3 2 2 3 314 315 313 415 418 314 515 2 3 2 3 3 2 3 3 —41-i 418 314 416 416 314 516 2 3 2 2 3 2 3 4416 3734.15 416 3 4 4 5 4 3 5 3 3 4 p D NO CHANGES 71118 SHEET�Jq�V� /�pT�g NO a /,,+ • $`r . Vl?IERE OR OTY I9 RE`'3TR/CTED BY SIZE cmposete .fir. J.J. 2/23/07 1070 TECHNOLOGY DRIVE NO<OMIS, FL 3427E P.O. BQX 1029 NCEOMIB, FL 34274 Vittb(y Better ANCHORAGE NOTES: 1. ANCHOR TYPES:' 1TAPCQNS 2 - 1/4" ELCO 664 CRETE -FLEX 3 - #12 SCREWS ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED ®NSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGA PINASURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOW J IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD 2 JAMB ABOVE 2 MTG. RAIL JAMB BELOW_ MTG. RAIL 118 (FULL DP) HEAD11. JAMB ABOVE 273 MTG. RAIL JAMB BELOW MTG. RAIL Tui ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT 811700 1 NTS 18 a 11 I 4040.20 I0 PRODUCT REVISED LIS complying with the Florida Building Code �� Acceptance No 1 - 0 o Da . -x +rte. Zol6 40* Miami • e Produce Contro ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 62.156 59.666 67.155 74.655 76.000 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 z Zc? z zro0 z Zm Z Zr1O Z�Zc10 Z Zr10 Z Zc 0 Z Z O -0N 0' 0Q 0 O' -0c. N0' 0c. `�O 0es NO' 0r. NO QO N0' -O O 0 U 0 S O 0 0 U 00 0 0 g 00 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 211...21221221121221221221221221221222212212312212312312212312 _-. 1 1 1 1 1 1 1 1 1 1^ 1 1 1 1 1 1 1 ._ 211 212 212 211 272 212 212 212 212 212 212 2x2 2[2 212 312 212 312 352 212 3f ANCHOR'YPE� a WINDOW GLASS N g WIDTH TYPE y� C,D,E,F,G, 1 1 1 1 H,I,J,K,L 111 1.11 111 212 1 1 11 ill .212 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 11 111 1 212 111 212 212 212 212 1 A,B,M 1 1 171 1.11 21-2 111 212 2T2 212 272 PSF 68 77 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 212 212 212 312 312 212 312 32 212 3V312 212 3[2 212 212 211-2 212 272 31-2 312 212 312 312 272 3x2 312 212 312 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 2f22T2212211t1 13 212 212 313 21-2-3T3 3T33123337 4 3223• 1343321343312473 1 1 1 1 1 11 1 2 1 1 1 1 1 1 1 1 1 A,B,M 111 1 1 1 111 212 2{2 2F2 213 21 2 21 2 33 21-2 313 313 312 313 313 21-2 3T 4-1-3- 312 413 413 312 413 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,1,J,K,L 1 1 111 11 212 2x 2 -2T-2- 21 3 272 21 3 31 3 212 3l 3 -3-13 3i3 4 3 3 3 3 2 3 3 4• l 3 372 47 3 4i-4 312 4i3 A,B,M 1_ 1 1 1 2 1 2 2 1 2 1 2� 2 1 2 1 2 1 1®2 2 2 2 2 2 3 2 2 2 3 3 3 212 313 3T3 313 413 31 312 373 43 31 2 41-3 4 4 312 413 PSF 54 62 79 H,I,J,K,L 1 1 117 111 11 1 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000H,I,J,K,L 11 1111 2222222 3212333321233413334333334• 134• 14313413414313613 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 TIT 111 111 212 212 21-2 21 3 212 31-3 T• 3 212 3 3 413 3T3 4T3 313 373 413 -4-14 373 473 414 313 513 A,B,M PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 11 1 1 111 21222223132123133142133344 334344334• 3443343443354 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ 111 111 111 212 212 212 33274 3 3 314 213 313 414 3T3 41 -3 41 4 3T-3-41-3 4• 1 4 313 41 3 414 373 514 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 11111111 222[221231321231332• j43133T 14 3 3 4 4 414 313 414 47-4 413 514 414 412 23 514 A,B,M 1 1 2 2 111 212 212 222 323 272 T 3• 74 313 3U3 41-4 313 414 414 3-3 41-4 414 4F3 514 4144-13 614 PSF 41 87 46 67 76 79 C,D,E,F,G, 2 2 2 2 _2 2 3 2 2 3 2 3 3 2 3_ 53.125 H,I,J,K,L 1 1 111 111 212 2x22233 3133F34143134T4443134144143134[45154135145[54135!4 3 3 2 3 3 2 3 A,B,M mer ar• J.J. 1O/77M1 tee,. oete J.R. 04/01/11 R-Mey AMS F 11/13/78 awn Data F.K. 7/29/06 2 2 2 2 2 2 3 2 2 3 2 3 3 2 111 111 111 21 2 212 212 313 313 31 3 414: 31-3 414 414 313 414 414 313 414 5x4 413 514 614 413 514 Ammar D NO CHANGES 11118 SHEET RftelorowRevlitkowC • A anwe.aey J.J. 2123/07 • - • r TRTRICTED BY SIZE. IS 'STRICTEDBYSIZE. a.e* e ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIANTED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ADDUCT REVISED x complying with the Florid Widths Code wee No I I "1011046 (FULL DP) HEAD 2 _ JAMB ABOVE 272 MTG. RAIL JAMB BELOW MTG. RAIL 1070 TECHNOLOGY DRIVEANCHORAGE SPACING, STANDARD VIEW NOKOMIS, FL 34275 770. -. ALUM. SINGLE HUNG WINDOW IMPACT Visibly Better e511700 I NTS 19 a 11 14040 20 P.O. BOX 1629 NOKOMIS, FL 34274 0 ado Product Centro ,,111111 III,. � O .•' ENSE .M.1.4.4.42.4).':/.4(//,,,,, * • No 58105 ; ��'• Q oIOF► • •Z. ,P••,., SSIOSIP p, .•' NP� A. LYNW MILLIe , P.E. FL P.E.# 58705 O �'�w a m�Uw x J J �O�m az Q'�Zo li u- O�QaW Ofq xQa7 MH w (O(CL cec7• O=ljO�xrcw 2ir0M pw r wF Z `/)�711JO00 mF U Z Z a • as O saw p �QeiQ,022z Fzaw <000 f -cow wOm�Up� wFU za �x OOww aa=aOaawOz0024a OWWWw WwwWw 22>gOWa¢OJFZt1J W < ~-am1-m=FwxK • 7iic a32" A20g ap~= ZrNMO aZOF= ill t'LLLQ W5 Wo Qmu-wW-mWxcNc cel -z,__§, Wv(wOi OaWaF-w O W . Lu . -2 O Ian NpwWa6--.. 2H>JI!2 .OZwuiao � r OZZ1-MZwOwQ~3sos_LiWum J Oa Omr�r?OJ�� vz _O�v��QZ Z3--/'owaa!- J = Ja2w� UZJNzz mUU' �ow.< ZZ 024CM Q Q ¢ox¢ N050« ..at -o tocxnaaII m0a N® ONOO rico riv rj,n L J 1- 01110 rim NIM NIL) 01'0 N iCD 41 N1m Mjr N!v NCO CI L) N j V) N IU) (-4 Ito NIW co jm N It0 04 0 M (0 M t - I rim NIQ Nim NIS N b NIO (.9sr ✓ 0) N1V N 14) N 1M riN c\) ONOO 0 riN la =M z Q LLC 2cr) N 2 ti ONOO rIN rjN rico mi--. c`i Z V`�n W a 4 N N N 000M rIrIIM g3 ONOO riN T 10 rtM Q 0 r L �'ON00 CO Z NIli r '‘.1 : N riN r IN 03N Z Q OM ,-- rIN N I M x VZ J ONOO rIN rIN a -101W L 0 CO0Ww ONOO riN r:'N z z N Z W N QOoM Ws -IN .1-103 VZ w ON00 _1„... i.._ _ _ l mONOO r .-Ir a . z w • r OOOM • V. _ c`z Z / IcI 4 W i i i Q W j a LL LL J LL J i- IU Y laj Si. W Y a F) -c3 O 0 ts o ce 1 - OO - x aia vniU�� Q cc ONOO rIN r (N N I Y rIM NIM • e N 7 N j CO Z. N In N 1,0 N110 N�M NIM M 1n N CO N M N V N 10 a ^ N MC. MW NW MO MOO NIV MIB $ M esi MIV ^ M • N NiM N NIM e N N A N N M M Nr N M M^ N M^ M M N A N N$ N N 0401^ N N A N N N,N e -He. N ^ N r n N N N N A N N N. N r 2 N r a I"' 1T. N r N r^ N r^ N r r,r N r^ N a� A N r .• 141, LL. J a LL J CO 7. • y. J a LL J a - LL J 4)Y W Y W Y W Y W O 0 0 0 0 8 8 8 8 CV Nn m v O 8 co N co• J S m Q ~ z 0 0 W m 0 0 z 0 w Z J LLC O L- J 2 1- Lid W O J U) Lid ry� V s 2 ONO3 • ONOO � Z £�Z ONOO m L • ONO° c E'Z N N CO (4 (.4 (•4 (.4 04 1') 0) } a g CO riN N d 0 LL LL M M M 0) a v w v) M slr Q V' M M M CO ✓ v in v) N N M M 1CO V. N. • 3NO3 NNN M M M M M O� e C7 N N M M M V •< V 20 4 N N M M M = Ez 5g d JNOO i i = M M l c" m I` 3N00 NNN N N M M M N Z co N N M M M M V V' m £'Z NNN M M M M M F m L r N N N N N N M ar • zft ROMAN N M M M M A 0) N M Et i. ON00 NNN N N n N ^ N M N t m ONOO r W W r N N N N N N q 1 ZOf q ��, 040,0d ^ N A N N 2,4 2 N - Qx £`S WW1 w BOO ci Li 03 r N N N N N N $ L y� co n ONOO Q I-, r r r N N N N z $ 0.' £�Z p QOM r N N N ^ N N NN 1.1.1.1Oi4 ( � W w 3 <aC0 0 0 0 0 0 0 ,� '(7)2z§� NPM 6 < 10 1'1>14 EXTERIOR INTERIOR <41:A3LL HEAD AND SILL DETAIL) CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE, (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL ix WOOD BUCK (SEE NOTE 4) DETAIL A .% 1 3/8" MIN., 1/4" TAPCON ® ___ 1•3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM it WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN, CONCRETE OR 1.5 KSI MIN. CMU lx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 1 3/8" 1 3/8" MIN. 1 /4"T MAX. -_ll SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 608345 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, / FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX, —+- 1�- SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 6" O.C. ---WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR _ WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E. (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE R.rO6y lbo* R.wbt•: J.J. 10107/11 0 NO CHANGES THIS SHEET owe, ar D.b: R.NNaA: 1070 TECHNOLOGY DRIVE J.R. 04/01/11 C NO CHANGES THIS SHEET NOKOMIS, FI -34275 R. W 'D.I.: >a ADD INTEGRAL FIN ANCHORAGE UPDATE 8 REORDER NOTES. F.K. I 11/1:/08 B ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. "0 59X 1529 ommn ayONay 4 .: a,. M NOKOMI3, FL 34274 F.K. I 9/1/05 J.J. 2/2310T1 TDoespfte ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SH700 I NTS I 11 w 11 I 4040-20 PRODUCT REVI REVISED or complying Building Code AcceplaDaa Exp' ,n al0 - 7`7 ZO/` Miami n. de Pro uct Co „I 11111111 1/' , .y'\' ( ...4 � 4YNN �.j' "r . \ •' CENSE P Ic :' NO. 513105 Ce (( Lu; "/ SSIONA� A. LYN(J' MILL'Ek P.E. FL P.E.# 58705 MIAM MADE =um DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Series "FD -101" Ontswing Aluminum French Door w/ wo Sidelites - L.M.T. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and 13-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/development/ MIAMI•DADE COUNTY APPROVED LNOA No. 12-0516.021 !Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 tato 0,603 1\301\3 Clit PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Safer and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21116. Jaime D. Gascon, F.. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites - L.M.I. ", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. k. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. jj.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM; PLUSinti or 3/16" HEAT STRENGTHENED GLASS B. 3/8" LAMI NOM. L4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13116" LAMI IG NOM. (.8401 CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04, 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE; THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS O,F THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES; L TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0406.01, 12-0126.09; ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION; A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1„ SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 30 73 --- EXTERIOR f 1/8" AN. OR HS. GLASS .01 1/2" GLASS BITE .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE - MAXIMUM) 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 30 73 --- EXTERIO i� 1/2" GLASS BITE 1 94 3/16" AN. OR HS. GLASS .095 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE -.- MAXIMUM) `MAXIMUM) 3/16" HS. GLASS 7/16" NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED ® 1/2" GLASS BITE EXTERIOR 1/4" AIRSPACE I -L- 3/16" TP. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE) 3/16" HS. GLASS 1/8" HS. GLASS. 13/16" NOM. --► GLASS -.- STACK 13/16" LAMI IG NOM. PRODUCT RENL\4liD an complying withthe Florida Building Codc PAcceptenco No e pots .7 /I/ Ir. Product ado Prrododuct Control BY Miami 7c — CV 1- Q cn CD U t Q 60° M , C4o I-, I w g0 Ll 1-- — tJ }J WQ O 1— ▪ —— CD w (n a a' 4 r O WQ0ii: ::08 WU 2. co O NI- z0 D U- \l\tttla3��,`J TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, Co D OR E HEIGHT XWNDTH XX WIDTHS _68 - 79 3/4',- 70_ 7° - 83 3/4" 87 3/4" 91 3/4" 8° 95 3/4" 3° 37 1/21 6° 71 3/41 +75.0,`75.0 +75.01 -75.0 I +75.01 -75.0 +75.01 -75.0 I +75.01 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E r36 3/4" +75.01 -75.01+75.01 -75,01+75.01 -75.01+75,01 -75.01 +75.01 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 58_ ° -8° - 5 3/4" 6 79 3/4" 783 3/4"87 3/4" 91 3/4' 9 2° 25 1/2"4°47 3/4" +58.6-58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 O WIDTH G _ASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 A SINGLE SIDE LITE -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 - 42.6 -34.4 - 34.0 NOTES FgoouCrREN�' p� onmplymg wid, t:. la Building Coda IO-,® 2 1. GLASS TYPES: AeaptmmeNo L 7A. 3/8" LAMI 1/8" A, .090 PVB, 3/16" HS BxpimtlonDa B. 3/8" I_AMI (1/8" HS, .090 PVB, 3/16" HS) Hy f P� C. 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13116" LAMI IG (3116" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. X/XO WIDTH = 73 1/2" MAX. XO WIDTH = 109 1/2" MAX. XO/OXX WIDTH = 107 3/4" MAX. XXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE QR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMP ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.61-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. u> O 73 1/2" MAX. -------- _ 36 3/4" 1 MAX. iE 0 SEE NOTE 4 OX OR XO 37 1/2" A MAX. _ � I 95 3/4" MAX. HT. TYP, 1 40" (TYP,) NOTES: 84 3/8" MAX. DLO TYP. CI --109 1/2" MAX. — 36 MAX, SEE NOTE 3 ►�— MAX! --- N, 0 / X O SEE NOTE 4- OXO -SEE NOTE 4 A --i 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) X AC X- - A--' XX 36 3/4" MAX. 33 5/8" MAX. B� DLO,(TYP.) IC FI X INACT 0 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO"XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) ('XX' DOOR = DOOR WIDTH/2 -4.079) B --� 0 143 3/4" MAX.- 0 AX.- 36314" MAX, —SEE ---t----363/4"_ �.I 0 X AC SEE NOTE 4.�'�I 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) F /X INACT OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" 95 J/4" MAX. (TYP.) PRODUCT RENEWED , es complying with Uro Florida Building Coda 9 Aocaptance No • Date Miami Dade Pro uct Conti 1 0 to F= - W 0 z S 1 - UW Z CO (Ni Q N 0 ,N --SEE NOTE 4 'W 0 a. LC) o C/iLi W • O =5 I• 0 ne co 0 O c U• z z cc Ir LL. 4 N W N n goZ ; m Stu a?Ql���,,,��pppasss Z. Z ... p: Z N 4: n_ No. 58705 Al9W2SSV 1:13N2:IO0 0-0 MIA 19 m x -{ m 0 z -a m 77 0 swvrmis iv SIAIVNCIV3H IV Rev. Vole: ,; Drmm By. APR. ADDED HEAD / SILL I J ROSOWSKI D 2012 GASKET DESCRIPTION 1°"""" 04/04/12 VERTICAL SECTIONS 1070 TECHNOLOGY DRIVE 7iW: N. VENICE, FL 34275 ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. 903 1529 NOKOMIS. FL 34274 Iyo mop: 970(5 0r19 No. Rev: CERT. OF ALM{129295 ! FD -101 I NTS ( p., 4 OF 10 I 11005-1 D m m 0 ear z m �1 O a MAX. 'XX' WIDTII 'XX' SECT. C -C HORIZ. Ir 0 • • MAX, SL WIDTH 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. DLO 6`J SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. DLO MAX. SL WIDTH DLO INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) PRODUCT RENEWED as cmnplyiup with the Florida Builth sCode 62- 05 t Acceptancc No aD, (dpi{ Mtoml Dodo uc ContM u) r o U 0 m ,E, in E o LJ 1 w e--- 1 w o z - L- ots O o U) O o vi p « 1— 1 U — z w et u_ Po vQ J , n a f•MF� aNm b��DO 0 O� z HORIZONTAL SECTIONS CT CT m 0) 0) CT A A A A 44 a a A A a co W W w co w co W W Co N N N N /J N N Nm m V m 0 A W N m OA Co N-4 O tO m V m 0944 Co N+ O CO Co V m Cn 44 Co N -.O V m 0)A w N> 0 co Cn A Co N -.O 3 -. m-4(0 CO m -4m COm -4 CD m mm -4m -.m CD CO -4-4 CO m 03 0) -4C.41(43 m N NJ 0 m sN O m m O W O4 O mmm m(0 J -mp _m CD CO Cn w CT OOA c mV -4 O N W m w 440CJ V AOww J J-+0 V-4 C4442o+CT0000 J O N0)0) mm CJ W< m > 0 Dm mpom m400)00 ca pp 0000 D oopp • >>>> # -4 -4-4 V A co T`4-40) ma) V J a O)-4 J4Jm m J V 0) m IS V 4, -I -4 b.. .n. 0)0)0)40-4 V-4-4 J-4O)ma, 13 mo-4se-mODwmwmmo0)0,wj_40)cocow0)0 C3 Oo,,N(000 ma,xoxof0X_4 co G4 yN pp A w 0N N CO V 0OV co 3- O VcNJ A -4 O O m O O O O m O Co CO CD N CD Co 0n ---4 1 6 DV 6-�o-,,c, �N044 V Tm2mm0, m�m00000o V oomocX)4xxoo-4 14X24-0XyO x�z vg D>ogVVX D O� � �-4DvDgco D D D D D D -0 00CD *t1 0oomh) r cog U) 0 IIT .2000#0) iT TD)DDO 0T0O#TN-nm c�-n0 cDom -{c ° OcnOO ro,D„m8 oZ.00Co-tax Ca m m-4 -4 co0, -4 �U)�m Z D Wrq)0 OOrX CD mmC. r z3x- mmm-„-!rco AAN) �{ xpXC T.o 7C�DD3p in rr u7C .-4 D 0,(nxm7373@x jC coio-3-1-1--f(n(n mrn rn N3 (nW �3(y r"cammr�q- Com mrn�mm(Ab) vm(no+0r mrDrDrD-? ��mmXmOm2 mz �mCO o0m�6�C0yDyoO_.�- 0) 1 ,gON1 DDmo"fln$�fl`-(4)(n0) :i: -^j-- 9r9-T112rVi 000 V r-cn svOmmvs-rt�mxy zZD n�D-a2)2? c) ) mm 7CrD rm- --�. � zz Z$ o x_x(nZmD Ozrrr -n Dxm2�j T1 �_GSDy? r��? = ZmA(D?n=p=vmm=OyC�l�m ZOz mmm5dm«gym> 0(Di�_O(rn icae. Tom �oOrz°2-T'O�gTm nmoggTp-{{ 5 colowm,m{�(0x z�{mzx mm 0,..-.xan.- >M1/ZZrg-mOm4 X 3D3m= CA D Dx 3 9'- ' o' ocnm00r�ii ,i; m �.nw (D -4m z <i.)c)0(0 z 0 rn 'T_p (n -i (now r r(nvrD�- m r_ir ° �$ND�m Tr rmc ip r � v N ��QZIC)r- �otn(nMm 'x M -o �2ca,cnnvmm 30 0= mZrr TOAD j= > "ice” DDD go )< � 0cn o • o. Cocn mr0 FM 0 zz z r 340-Z 1 r m r r 0) 0000> cm.. �o +z c 06)i 0 rob a , mm o < V 0) ZZZ�ZC7 W my z 333 -< DDmm m • 000 w Co CO mmm W 0 0 0 r M CO 0 7.71 0 COmm CO COLO m CO CO CO J J-4 J Jmm m0)m CO m O) 0, m Co -4 m on 4.. w N- 0 44 W! V -, O V m C T A w N -+ O 3 \/� /›[�m A S4 .A. CCS Cpm -. Cfl m ^ `11 ��5:›Wm Om -N GS 6ttICO-.6_N 'T7 r N m CA 0) N A CO Co m [n O g m -> V V w w G • yam.3ma;0co mmmma)yv m V • -4 Of rnmv S mrn P parva mmmooco6 MX o'4)m4C 0)0N W 0 �m 211 m� o-4 b in. 3 Z V CT n. V N-4 Cn A it 0, 1A 3 - (A X D 1,i O m w a O A � h h h-(n p rn 02 (ng`m o'or D�r DD --XrprDxpmmpow pmo-UOp00000 r(prmm 22 a�<mm 0_DD,mmOm�0Zo w 0 c.o m (jmo MwwC) m z n o- al r-FeoD m TO D m OOrz mmn�ornN0rp,,2 m::NIU m >MWM C7 m(n 2 my O? Nm-tZ 0[n mm 0 x>< D m Z A zt m _ A z O = C 0� NAC) -4 # (n 0 0 XXm mo mo o m m * 'Z m -0 m D - v _> o > m D - W m m m + +4. 2 v' CT C 73 A m IIO O PO TAc Dec a jeer D APR. ADDED NEW PARTS 2012 PARTS LIST Oro�n By. J ROSOWSKI Dram Dot* 1 04/04/12 1070 7E0INOt0GY ORME N. VENICE- FL 34275 ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.O. BOX r52s N0KO4.rs FL 34274 S, 4. 4 X•4Scaic 916•t &nan ma. Rx. ter. OF . 1 FD -101 I NTS 6 OF 10I 11005-1 I D 0 4-S0014 I 0 6 30 L I SIN I tO L-03 &nazi -Kim 30 •12133 'oW a 3016 NuzS /$°f'OS tate 1U :SWIO)ION OG 10'ddWl `s3111301S'8 21ooa HON3213 'Wnld SLZ.K i� °rid, 14 WL 3AM0 A0OIO1,0.03L OL01. Z I/VO/VO awa I)SMOSON r I .43 umg.a a N SNOISn ZLOZ a VL # 1?1Vd 0300V a agm Na ® O O (all to I m W F ate- fO n - COC9 I' N Z O N � I uftO N P O O N N_ N O O 0 0 0 ID 0 ott I - S c rt cm 1 d J 7 -1- o i • 0 x t t Z� 0 wInCO J O 0O ~-r m . m 0 .D 0LL m I� O ct"a~ 1D 1C o m IL CD J co < Z0 • O CLftr iL 0Wm -t 1 -CDo m —1 a Q J -(— l U 0 C .. O F CO Z N I r0 ODI vy o❑ n co.3 0_ I v1 m Q 0 co co 03 m O r F N I CS) l0 CD CD 0 w 0.1 co co 0 CO JAMB ZONE W HEAD ZONE "C" I X SILL Qp ZONE "C" SEE TABLE 3., SHT. 9 JAMB ZONE 'B" w 0 N CO w 0 CON HEAD ZONE "D" HEAD _y ZONE "D" I SILL 1 SILL ZONE "D" ZONE "D" SEE TABLE 4„ SHT. 9 JAMB ZONE "A" HEAD ZONE "E" Lid z N SILL Q ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD -ZONE—ZONE "F""Z ENE1 Z- ONE "D" ZONE "F"�ZENE- 1 OXO JAMB ZONE "B" w z N XXO OR OXX 1 SILL ISISILL SILL } ZONE t ZONE F" I Z NE �ZONESILI D" ZONE) "F" SEE TABLE 7.. SHT, 9 SEE TABLE 7., SHT. 9 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. //12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN, O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMAS (ALL): 13 1/4'' MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. ' 3. TV L/Eiti-ovirNE ANLHLJR UI/0' 111IES rwu II•IL CUNFIGURATTON-ABOVETHEN REFERTOTHEAPPROPRIATETA$LES ON SHEET 9. JAMB ZONE B" HEAD h— ZONE "D" w z O HEAD HEAD —ZONE -ZONE "F" E --Mc z" 0 OXXO HEAD ZONE "E' I XO OR OX SILL 4 ZONEL"E"� SEE TABLE 6., SHT, 9 HEAD HEAD ZONE "F"--1—ZONE-1 :N :I: — E„ :w z N * * * *__.—* .. r. :I: 7,: R: :I:— SILL SILL SILL SILL 0 —ZONE—ZONE "F" ZONE "F" ZONE -1 SEE TABLE 7. SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4" 'XX' DOOR. WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) p w O N ti A x = MINIMUM JAMB ANCHOR LOCATION. — = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3.7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4' SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. * = ANCHOR LOCATION FOR EXAMPLE ABOVE A PRODUCT RENEWED as complying with the Florida (3uilding Coda I9 Acceptance No 14- Date - Dada Product Cont 0 o ® U a_ LC) W pcii O 1- J cc w o co 0 o U 0 oS 0 H 4` Q _ co0 H w o= z w zce m- . O LL O <• N O n.L D < 10Q z•z - - > J•L ci ,? > Z o 4 °: Z 2 1,11)110, TABLE 3. X DOORS QD GLASS TYPES `d B C D 1 &ACHOR SUBS RATE I� &SUBSTRATE 2, 3, WOOD 1,2, CONS DOOR WIDTHS "X' 25.50 TO 37.50 WIDTH x HT. 25.50 x 79.75 83,75 87.75 91.76 95.75 27.50 x 79.75 83.75 87.75 91.75 96.76 29.60 x 79,75 83.75 87.76 91.75 95.75 31.50 x 79,75 83,75 87.75 91.75 95.75 33.50 x 79.75 83.76 87.76 91.75 95,75 35.50 x 79.75 to s LOAD ZONES 2 to too ;.> JU LJ . w X X X 3 X X X 3 6217 4 2 3 5 2 7 412 3 512 7 5 2 7 6 5 5 5 8 6 6 2 2 2 2 2 2 2 5 2 6 2 6 2 8 5 6 6 6 7 6 6 6 7 7 6 2 2 2 2 2 2 3 3 3 3 3 3 4 4 7 4 7 4 7 4 7 4 7 4 7 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 1014 8 4 8 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 8 4 3 10 4 3 10 8 4 4 3 3 83.75 6 3 87,75 6 91,75 7 3 10 4 3 95.75 7 3 10 4 3 ``37.50 x 79.7:A 8 3 8 3 83.75 6 3 8 4 3 5 87.75 7 3 10 4 3 5 91.75 7 3 10 4 3 5 95.75 7 3 10 4 3 5 3 8 8 4 4 3 3 TABLE 4. XX DOORS Q TABLE 6. 0 SIDE LITE QD (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, 0, 0 ANCHOR TYP>1 & SUBSTRATE 2,3, WOOD I 1,2, CONC DOOR WIDTHS "XX"- 47.75 TO 71.75 s WIDTH x HT. ;f 47.75 x 79.75 4 83.751 6 87.751 5 91.76 6 95.75 5 61.75 x 79.75 6 83.76 5 87.75 5 91.75 5 95.75 6 55.75 x 79.75 5 83.75 6 87.76 6 91.75 6 95.75 6 59.75 x 79.75 6 83.75 5 87.751 6 91.751 6 95.75 6 63.75 x 78.75 5 83.751 6 87.75 6 91.75 6 95.75 7 67.75 x 79.75 6 83.751 8 87.751 6 91.751 7 95.75 7 71.75 x 79.75 6 83.751 8 87.751 6 91.751 7 95.751 7 LOAD ZONES W F 3 [c ,:,d i� n JJ a�a�ma�wa� 3 6 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 41 2 3 4 7 41 2 3 4 7 4 2 3 4 7 4 2 3 4 1 7 4 3 6 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 3 6 4 8413 6 5 8 4 2 3 5 8 4 2 3 83.75 5 8 4 3 5 87.75 5 8 4 3 5 91.75 5 1 8 4 3 5 95.75 5 8 4 2 3 27.75 x 79.75 5 8 4 3 5 83.75 6 8 4 3 6 87.75 5 8 4 3 5 91.75 6 10 4 3 5 96.76 6 8 4 3 5 36.13 x 79.75 5 8 4 3 5 83.75 5 8 4 3 5 87.75 8 10 4 3 5 91.75 8 10 4 3 5 95.75 5 8 4 3 5 36.75 x 79.75 5 9 4 3t 5 ; 83.75 5 9 4 3 5 87.76 6 10 41 3 5 91.75 6 10 4 3 5 95.75 GLASS TYPES A, 0, C, D, E ANCHOR TYPE & SUBSTRATE 2,3, WOOD' 1,2, CONC TABLE 6.X0&OX zD GLASS TYPES A. B, C, D, E ANCHOR TYPE 2'3. W000 11,2, CONC & SUBSTRATE WIDTHS LOAD ZONES DOOR WIDTHS LOAD ".OrES "0" - 10.75 "X' - 25.50 TO 36.76 TO 37.50 WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.76 95.75 12.75 x 79.76 83.75 87.75 91.76 95.75 19.00 x 79.75 83.75 87.76 91.75 95.75 21.75 x 79.75 m m s 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 7 6 6 7 7 7 Jw a O- JAMB "IF SIDE LITE WIDTH x HT. vuo wo J_ J m{/1yl ¢miN�g maame>Oam O O X X O, O X X 4422 • 4 2 • 4 2 4 2 4 2 OLL 4 2 ▪ 4 2 - 4 2 Q - 4 2 4 2 LL 4 2 Lu 4 2 4 2 Q 4 2 8 4 2 4 3 0 4 2 4 3 = 4 2 4 3 w 4 2 5 3 =1 4 2 5 3 2 4 2 5 3 y 4 2 5 3 Z 4 2 5 3 d 4_2 6 3 w 4 3 6 3 Q 4 3 6 4 1- 4 3 8 4 0 4 3 7 5 E 4 3 7 5 0 4 3 7 5 V 4 3 8 4 ¢ 4 3 6 4 2 4 3 7 5 -1 4 3 7 5 ww 4 3 7 5 1 10.76 x 79.75 4 2 1 83,75 4 2 1 87.76 4 2 1 91.75 4 2 95.75 4 2 12.76 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95,75 4 3 21.75 x 79.75 83.75 87.76 91.75 95.75 27.75 x 79.75 83.75 87.76 91.75 95.75 36.13 x 79,75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87,75 91.75 95.75 4 3 USE JAMB ANCHOR FROM TABLE 3. AND SAME UNE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WI TABLE 7. OXO, XXO, OXX oxxo A GLASS TYPES A, 0, C, 0, 5 ANCHOR TYPE & SUBSTRATE 2 3, WOOD 11,2, CONC DOOR WIDTH$ LOAD ZONES "X'- 25.50 TO 37.50 it X "XX" - 47.75 TO 71.75 SI LITEDE WIDTH x HT. p 10.75 x 79.75 4 2 4 2 83.75 2 4 2 87.76 4 2 p 4 2 p 91.75 4 2 § 4 2 95.75 4 2 p 4 2 p 12.75 x 79.76 4 2 8 4 2 0 83.75 4 2 N 4 2 87.75 4 2 Q 4 2 Q 91.76 4 2 4 2 96.75 4 2 x 4 2 19.00 x 79.75 4 3 4C ...1.1, u. 83.75 4 3 W�iIW 87.75 4 3 0 4 2 0 91.75 4 3 y 4 2 y 95.75 4 3 Q 4 2 4 21.75 x 79.75 4 3 x 4 2, 83.75 4 3 2 4 2 Ow 67.75 4 3 of 4 2 • ix 91.75 5 3 0 4 2 0 95.75 5 3 c'I • 4 2 M 27.75 x 79.75 5 3 m 4 2 m 83.75 5 3 F 4 2 F 87.76 5 3 2 4 2 2 91.75 6 3 x 4 3 95.758 3 W 4 3 W 36.13 x 79.76 6 4 4 3 E 83.75 6 4 7a. 4 3 87.76 7 5 u 4 3 d 91.75 7 5 a 4 3 95.75 7 5 0 4 3 0 36.75 x 79.75 6 4 4 4 3 a 83.75 6 4 w 4 3 w 87.75 7 5 0 44 3 0 91.75 7 5 4 3 95.75 7 5 4 3 -JAMB APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. PRODUCT RENEWED se complying with the Florida Building Coda 12_ ♦5! 6• OZ Acceptance Nu 12. 13x'41. Da' 1#II*- Mia i Dade Product Cantr 1 A 0 0 w w (0 4 w 0 N a. < N U ANCHOR QUA O a 0 2X WOOD BUCK, NOTE 2. 1 3/8" MIN. EXT. 1 3/4" 1 3/4"__ 3.4 KSI MIN. CONC.MIN E.D. rMIN E.D. �',..;; •..:..�:...^;. ate I..-... �... 1X WOOD BUCK, NOTE 2 _1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON 0'-'u STAGGERED CENTERS, - TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED I �( - ° JIWIr? •� CENTERS, NOTE1 EXT. 1X WOOD BUCK, J' MI NOTE 2 L1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/8" TYPE 1 .• 1 3/4" TYPE 2 2X WOOD BUCK, NOTE 2 1 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 -�»� Com; 1 3/8" MIN. -- 1/4" MAX. DOOR HEAD -----------1/4" MAX. EXT. SHIM SHIM IjjI CONC, EXT. WOOD N ANCHOR, ANCHOR NOTE 1 TYPE 2 OR 3, CONC 1 1/4" TYPE 1 OR 2 (CMU) -1— - NOTE 1 ( ) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1/4" MAX. (1 3/4" TYPE 2 (CONC) SHIM —j- 1/4" MAX. SHIM �f ` '.." .1 3/4" MIN. E.D. ..,.. „ i its �11t1 t1111IUUhld --1- DOOR JAMB (WOOD) DOOR JAMB (CONC) - WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX. 1 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 IN3/4" t 3.4 KSI MIN. CONC. DOOR SILL (CONC) 13/4" _-...� ---1 3/4" MIN. E.D. 1 318" TYPE 1 PRODUCI'RENEWED as complying with tho FIos1da BulldingCode rj ) Acceptance No lc- ®�{ ri ti t Dapl�]�(� r gN/liunit n C e i ast-h- ro W • EXT. -1/4" MAX. SHIM _CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM :1 X11 1 3/4" • MIN. E.D. 1X WOOD BUCK, NOTE 2 j 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 EXT. 1/4" MAX. SHIM 13/8"MIN. �`:.:..:•..; ,l: .t —1 -1.3/8" TYPE 3.4 KSI MIN. • i' i' „'.q 3/4" TYPE 2 CONC. ,; , y .: t :, •'t 2X WOOD BUCK, NOTE 2 1 3/4" SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE SILL (CONC) Ycv> 0 0 4 Sao 0 0. 1- W 1-1 wQ 0 • LL. 08 CC 00 _ 6z 0 z W L' o U_ 6'- 0 a 0 U) ila- 8 O MIAMI-DADE lit DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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: Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County_. Product Control -Section: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0826.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eovinera/ NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 d a\b 0'1,60 \\\ Q511 Q511 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL- 6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C approved by I CCf,1 !shag 1. Chanda, P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E-1 GENERAL NOTES:rtIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP GLAZING TYPE OPTIONS: (GLASSIP ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS- T•TEMPERED HS • HEAT STRENGTHED SFEET ,,, INTFaIAYE,R.TY0ES.,. %.-a..139BOUPONT.SENTRY 1:LARRL.UB-DDPV1---900-DUPONT BUTACITE PVB SEE TABLES 1, 2 & 3 ON GENERAL NOTES 1 63.7/18" (AMINATED: j21LITE9 OFfl ' }, gLgggyIIFtfAN.,09Il gdnaLLAYes.... SHEETS 7, 8 & 9 QUALIFIED CONF/G 2-4 04.- 71162LAMIF4ATTD: (2) LITES OF 3/19" H8 GLASS WITH AN .090 90P INTERLAYER. GLAZING DETAILS 5-6 G3A - 9116' LAMINATED: (2) LITES OF 1/4" tia GLASS WITH AN .090 DEPVB INTERLAYER. ANCHORAGE 7.15 134A - 9116'LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. DESIGN PRESSURES . 7-9 G6. 1" HATED LG, 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3118' HS GLASS WITH AN .090 DBPVB INTERLAYER. ELEVATIONS 15.16 G8 - 1" N I.G. 3/16" 1 EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF &16" ) GLASS W119-1 AN .090 543P INTERLAYER. CONFIGURATIONS17 O - 1" NA (i 114' T EXT. CAP +5/16" AIR SPACE • 7118" LAMINATED: (2) LITES OF 3/10" HS GLASS WITH AN .090 PBPVB INTERLAYER. VERT. SECTIONS 18 SA G6A- 1' LAMINATED (-G._ 114" T EXT. CAP +5/16' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. HORIZ. SECTIONS..........,. 19-20 2. DESIGN PRESSURES: PARTS LIST_ ........... ..,.,21 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 0 1300. EXTRUSIONS 22-23 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE ANO GLASS TABLES ASTM E 1300. 3, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-6960, FTL•6983, FTL-8001, FTE -6014, FTL-8015, F'Ti-6017, FTL-8022, FTL-6023, FTL-6024, FTL-8025, FTL-8020, FTE -8031, FTL-6033 AND F L-6036. DATED 8/7/09, ELCO TEXTRON HOA: 07.0426.01, 03.0225.05, ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE. AS APPLICABLE. 9. CONFIGURATIONS' SEE DP TABLES (SHEETS 7.9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH • PANEL WIDTH - r B. D.L.O. HEIGHT • PANEL HEIGHT- 9.26' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15; 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON }CONCRETE SCREWS OR 1/4" ELCO 864 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE 012 STEEL SCREWS (05). 1/4" ELCO 984 CRETE -FLEX MAY BE USED INSTEAD OF 012 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1z ARE LESS THAN 1 1/2" THICK. 10 WOOD BUCKS ARE OPTIONAL IF UNIT IS 9JSTALI.ED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2K ARE 1 112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED 70 PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION I8 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD_ 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BEA MINIMUM STRENGTH OF 6083.76 AND AMINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO 'THAT SHOWN IN 714E DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 012 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL 19 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL I8 NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 114" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT I8 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION, vuonaryls Sam/ M8,0445e 241411e1471 E8,8e40eM MIa Mbry,•. ego 01Mene• R.e41bm•nla Can.r448 354n9111 R•99I.n18n14 IMM •0a 4111 W Oona0/. Un48ee1e4 MU Mewled CIM! TPAM { MM. Pathp8, 24 Mln,1190 MI1 818./8pb M0, 8,10m 1I1840ol. Iv 314 2 1 Y5112 1 114 IIA 2 4//2 1 84 2 ill W4• 1 34 1 1/4 1 10 1 1/10 1 84 2 1/2 Mee Orytatle0 404 11«' 1 314 2 1/2 1 1/4 2 1/2 N01 R )/10/44 Type pe. 908 Ulbwon 7/4 - Eke Greta -Ma 584 U4'• J.J. }CN 1711 011/QN70 71/18122 SMC 0012597 +4805/ /Ano8er Te8•bn1 2444,05/ Mounting Adapter /AnMmr SMnrl Genote 01e.ls4 CMU Concrete 1 070444 CMU Min. Blnb.l MN. lid •b.111,4 Mtn, 64 Min. Eme.l Mla. U 1417. Ebb. M1n.155 1 84 2 1/2 1 3/4 1 2 82 1 014 2 12 1 3/4 1 114 1 84 1 2 82 NO Re8•nb2M44 1 2.14 2 12 1 MM Reeetl4.0ntl40 ) PBC 2010 CODE CHANGE BE•" 1 PER MUM( D,4DE COMMENTS ASI PEA M11 440E COMMENTS .4111,1 new 1078 T4T246, 7034[BOLE M01(OMlB, n x2�a I742400110 001(0!06, R 34274 Typ• I 018. 21003300000 114" Mfr Slee G.MPIez 084 1/4" 050016on0 E1nb. • 5/820045/7? En • Edge 1341Mnro MM. • M1 70411 I I u.•raa.LapolAJr4 ASII:I C 7700 p1 I 057M C40MIb 0M0•tlb0,2 Oreub4 G•1U b leak. 2145.32.1.2 981 3600 ON 11,13940••/0l . 3360 p.l CONCRETE SCREWS STRENOTHS: FyMW. • 138 KSI /48394.• 177431 1 Wood cr•w•(Hos 00Y4QE I 012 Woo&8rnw 1 Goo CMeFI4z 584 UNLESS QTHERWISEN GENERAL NOTES ANG..MAP M SERIES 770 AL UM SGD - LANa�eb. 550110 I NTS 1 « 23 P070002 r,8bb0 in. Ed 1810 1• 210MUCt82v288I/ ee.p44l.0 1.1,1100 /MO. rm. °°w 11-161 O, .t 11• P sl e/ .,11111/1 i/Ir,. 24.41.0 50285 APPROVED CONFIGURATIONS: SEE D.P. SHTS. SEE DP TABLE SHTS. 7-9 I SEE DP TABLE SHTS. 7-9 .► w sr.. :r, Ak iE9 %E) Xp /4101 aFP iµr is Ct i^. 1a (ABLE, SEE D.P. TABLE, 7-9 SHTS. 7-9 SEE DP 'ABLE SHTS. 7-9 �E► kik L. nab 1 XO, ox, XX, TABLE. XXP n� _J SHTS, 7-9 SEE OP TABLE SHTS. 7-9 r 4.13 10. ALA sgr 1-714 / SEE D.P. TABLE, SHTS. 7-9 i+ oxo, oxx, xxo, xxx, OXXp, XXXp /90' CORNER 1 OXXO, XXXO, OXXX, XXXX, POCKET �,5 XXXXp ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL °S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE .PANEL, 0 SIGNIFIES INOPERABLE PANEL. JJ.10'1 U11 �c NO clfnnTiE OHS SHEET 'a"K ro�o �OM9, mr 9 Of/0SN0 6 PER AuufbOWy DAOE COMMENTS NeXauim, FL 9+279 P.O. KM NONOMPS: R 34274 8414"08.0.593 •eta arrak7 11 NEP C. 1 J .,c, Ala' {E. POCKET, TYP. ii,yALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI S 0770 I NTS 12. 23 I PGT0002 zW dp1rA+Ore SEE DP TABLE SHTS. 7-9 1 SEE O.P. TABLE, SHTS. 7-9 h\� oXXXo, XXXXo, oXXXX, xxxxx XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 %i oXXXXo, )00xXO, oXxxxi, xxxxxx. XXXXXXp APPROVED CONFIGURATIONS as - +q.rw. 10N,n11 C No CHANCE THIS SMEEF 01,05/10 8 PER MMMOAODCOMMENTS 11/164W A RANAAN lY V CO44EN= corro IA. SUJIMIV NDI(OM70• M mfrs P.O. eqxmai NMorcoM1ns, EL s.n. QUALIFIED CONFIGURATFONS SERIES 770ALUM. SGO - LMI IB!t WM —scm�v NTS f 9 , 23 PGT'0002 v.w..r. a,p,-ttRjY APPROVED CONFYGURA7lONS: SEE DP TABLE SHTS_ 7-9 SEE O.P. TABLE, SHTS. 7-8 OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 yI SEE D.17, TABLE, SHTS. 7-9 0)00000(0 , X,X)CXXXXO, OXXXXXXX, XXXXXXXX, XXXXXXXXp C I NO LI ANGE THI53N✓:Ef FNp+: DER 14411AT WOF4VWEMS AwYW A PFA WWI DAM WNME'Nis cwr Re,- t0I01FLltVYf1t8VF �.awx R �rzre Nx ISM 190010,6•A R)421/ /1 r`J QUALIFIED CONFIGURATIONS SERIES ?MALIN. SGD - LM( J 4 �o mono f NTS f 4 d 23 I P0t0002 O Rreqbamo Pe, ry IMP PM.* 51105 EXTERIOR 3/16" HS GLASS ---► f 09B OBPVB 3/16" HS GLASS 7/16" NOM. 374" NOM. GLASS BITE 54 7/16" LAMINATED GLASS TYPES G3 1411/11 N. EXTERIOR /4" HS GLASS .090 OBPVB 1/4" HS GLASS 9/16" NOM. 3M" NOM. GLASS BITE 9116" LAMINATED GLASS TYPES G3A I NO CHANOE THIS SNEET " J 4/1659 A PER MIAMI DAPS COMMENTS SMC r408fv0/9 uAw"'l 1 EXTERIOR 20 3716" HS GLASS -- .090 SGP 3/16" HS GLASS -- 7/16"NOM. --�� — 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 9 1/4" HS GLASS --- ,000 SGP 1/4"HS GLASS 9116" NOM. • 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI bwr S6W70 rig. TSI. 5 d 23 re"' .WDUCf WIELD 11•10e Cede MommemazIaa II-Ie1S.P4 fra.ms.r� .,,,, III EXTERIOR 3116" HS CLASS .090 DBPVB 3118 rib MASS 3/8" AIR SPACE — ✓-- 3116" T GLASS --+-I 1" NOM 374" NOM. GLASS BITE TRU9EAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 Ex1EMOR ► 3118" Lam. GLASS - 3116".M GLASS W S" ALR SPACE 1/4"1" GLASS —...7.1..----.1 --. - 1' NOM. t 3/4" NOM. GLASS BITE TRusEAL OURASEAL SPACER --f 1" LAMINATED I.G. 'TYPES GSA EXTERIOR 3116" NS CLASS .090 &16" NS GLASS —+1 318" AIR SPACE —+ 3116" T GLASS --«� 1" NOM. I TRUBEAL DURASEAL SPACER i 1" LAMINATED I.G. TYPES G8 3H" NOM. GLASS BITE 9116" jig GLA88 --► gram* ,o90 ? 3118' NM GLASS —+ 4118 "AIRSPACE 1H' T dI.AS3 TNOM. 1-. TZ -- M4- NOM GLASS SITE TRUSEAL DURASEAL SPACER -J 1" LAMINATED I.G. TYPES GSA «ecoy PEW xar0eaPCWM ra„RSTzte, NOKOAR 01274 l GLAZING DETAILS 13' EWES 770ALUMINUM SGD - LMI sonrro NTS J 8 + 29 I PGTOOQ2 I pC 1 �a+ucT+MYAP s m.0403.10 ebe Robb Doh*, Cabe �,. 1 -lb 4, 19' .+W Qqqnos mesSs1 UC ..115.+u+u� P2p0E10i 10EBIGN FRE6SURE AND /GFCHaRAGE - VIN-REOJFQRCEO - 070 Y HEAD B 5U (FBS) MENIALS, STEEL IGEN 6 CORNEiASTRAGAL CLUB AA68AN6[]R are ..PH00KAM H110 QTY. IGS - 7118" IAMNAT60 GLASS • (3116• NS. /W9 / 3/16" NS.) DANDY!' - BThNOARC ASTRAGAL J TABLE 1. DLO WIDTH C NOM. PANEL W10TH - 7" 3i mos mERMINATEANCHCR QTY. PER PANE HSS. 63A - 6176" IASIIS41H3GLASS- 4114• Hs. I EVE/ int - 1{8.1 05 MS" IAMNA7871041, - (3118" TEMP. IAR13/1r its I W813/18' N8.) OSA - 7116" LAMN47811.G U • 11/4' 7HuP! / AA/3/151 HS,1P25) 0/10" H.B.) NOM. PANEL FRAME WDTH SIDE GLASS TYPE. 3, JAMS i 1-48 1 24 rams ripe , ` PHDOK 1 Has 30 IMO P -HOOK GLASS TYPE C 90 AV ZU O if) Type*: 1') •U4' 13 -CO ULTRACON (FORMERLY TA FC06 2) •1/4" 854CREISALm 3) •8'l UL701ACO4 4) '812 STEEL SCREW (C ) • SEE ANCFDMGE N07ES 1 & 2 ON MEET 1. UNIT HEIGHT 84 90 Z� = O ZZ . 6B. +B 6D.o 95 +600 -50.0 +80 1 +50 -60.01 C4.1 04.1 0442 441 04-.1 0441 4.1 4+1 4.2 1 10 10 10 10 10 10 10 I 10 10 10 5oe0 -6005 6 C 6+80 6 6 2 o� 0- 6OA1 c42+2 c A 1 480.0" 450 C4+1 I CA+1 C4+2 C4+1 { 04.1 G+2 C4*1 { C4+1 0442 04+1 0.440 0442 10 I 10 10 10 i+ 10 10 10 I 10 10 10 10 10 6 I 6 8 6 6 5 6 6 6 6 6 5 3, q 5, 6A+60 600 *60 40.0 +BO -60.0 1 H88 !C4+41 + C4+2 C4+1 J C4+1 C4+2 C4+1 04+1 04+2 C4+1 04+1 C4+2 10 10 10 10 10 10 10/`II10 moss � , 3A 6, 5A '160� 000 66 *001 40.0 •65 60.0 6 +801 -80.0 6 HES C4r1 C4+1 04+2 G+1 04+1 C4*2 C4+1 C4+1 04+2 04+1 04+1 04+2 42 1 JA6E 10 10 10 1D 10 10 10 10 10 10 ID 10 i P-HCOK 6 6 5 8 6 16 5 1 8 5 5 8 6 puss 3, A 6, SA +60 40. +50 60.0 +80 40,0 *80 -60.0 C4+1 1 C4+1 C4+2 C4*1 C4+1 C4*2 C4+1 I1 04+1 04+2) 04+1 04+1 04+ 10 1 6 1 6 10 6 10 1--8 ID 108 5 I 10 10 8 -) 6( 10 7 7 11. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SLLI POSRIVEWATER OP I5 48.87 PSF MAX WHEN USING THE 4' SILL POSITNE WATER OP 18 00.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A, 3, 4 31/4' AND 21/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL 15 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE 00014 I8 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4, SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 3. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. ""T. J.J. T"6'}1114 w, *3i Pawl, C NO 0H4NGE 774/.5 SHEET" ▪ 01▪ ,05)0 IR 4h,r P®1RMM10ADECO@H5 �MA 1 Waft A PER MMAN LADE MINrFM! MUM' 1g • EXAMPLE ON SHEET 10 TABLE IA R.I. HT. VS POS, DP SILL RBE (+) DESIGN HEIGHT LOAD FLUSH LOW 1.1)2" WA 2.114 +48.57 PSF MEI 3-114 4500 PGF H6IH 44 +60.0 PSF SEENOIE51.3 i CCHNOLOGYOR1,6 R 3427E P.C. 692 IE2P +0*044I0, A 31274 D1.0 I44E1GHT • SWM. PANEL HEIGHT - 6.25" s �j RAG AL STA STILES 80. OUTSIDE CORNER S0' INSIDE CORNER 1 OH HEIGHT DP AND ANCHORAGE l SERIES 770 ALUMINUM SGD - LMl SOWO NTS 7 + 23 P770002 ... OH LENGTH - 1VERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER 81 SEE NOTE 3 PWOucT R6VIVAD 00.0 Norkgh -ID toOrMlws Des Vbls�^ GESIGN PRESSURE AND ANCHORAGE- 04-0683F090)00 -.�EAW COT, STILE -STANDARD A2TRA091 .n6 6 561115 4741 541. 0)&1W*1i11TAW0.VHt A5115464L CLUSTER RAM 1190094904145 440.09 1314 RA26261168 + JAW ANCHOR MY. .P5009 A NO -011074 64.7/16" 1.149117E0 GLASS • (116114 6.1 66711111' 1197 044. 2A6' LVe1N11113 OLA SS • (1)4- .2 SG711141 H.S.) 06. 100' 1461N1®LO, U. -(115' 000 /21211041419. /660, &le -HS.) GSA. 11140 1A1.1519110,101.1 -11)018A6. / AR, 6R4'H.S.1 sopMS.) NOM. PANEL 047111 FRAME g SDE ' W 84 -0OA 60 80 GLASS -4.1/\4,68 600 0 ::1 O., 04+1 1416*2 04,110441 C6+2 )40 ,0 I 1D f /6 10 1.0 I 5 P-H0OK 5 eJ 6+ 6 6 5 Qf 8 -{. a DA -00.0 24 101439 4.9 80 1 H65 C4+1 C40 06+2 C4*110441 C8+2 70 1 .22610 1 10 10 /0 10 1 10 10 I 1 P•HOGK 5 1 6 5 6 1 6 1 6 101430 435 1 A 8F'6> ,�p6 Ay 50 0 40 0 600 -4010 1 411.,{41411 410+2 0441� 14191 08.2 10 15 10 (0 10 10 I 10 P44O0K' S 5 1 1 5 S 5 6 161.409 T'0/:-4, IA 1,15A 50. -000 60. -000 O I 0 C4+1 0411 00.2 U+1I 04.1 CB*2 4Y $ I JIwE 10 10 10 10 V 12 40 •,(I P -HK Lela' 5 5 6 1 0 8 IGLA60 f1 4. 6, 50.0 .00.0 500 -04;1 NGS 1 4*11 04+1 1 00.2 C4H 1 C4H 108+2 48 1 )000 I 10 I 10 1 10 10 I 10 1 10 jhP•HODK 1 5 1 0 1 5 6 5 6 GLASS .4, 5,6A 1 500 -000 50.0 30.1 54 { qn + O J 1 vJA 1 90x1411 IDs 2� 802 y�7 ep2 I2619 1 C4*2 0412 416.2 C4*2 414421 C5*2 -1100 1 11 I 10 ,0 10 - 10 I 10 P•HOOK 6 dJ 6 6 6 6 4 6a 80. 90 Anc5or Typal. 11 '1N' 81000L1,NWN(POR+EmV 0*F04* 2) 'Ur 864 CRE154L02 a) •6-15. ULT60004 4) 51. 0125T8CR0W(611 • BEEARM/DP.0E IOJTTS 18 2 06 0000(1. 102 106 114 600 80.0 000 -0 0 3 0.0 8000 60.0 .60.0 60. .60- TAB E2. 125 600 -80.0 04+1 C41 C6+2C441 C4*1 C6+2 C4*1 C4.1 06+2 C4.1 C4.1 000 04 C4+1 .1 0)0.2 C41 041105+2 10 ID 10 1 10 10 10 12 12 12 12 15 12 12 12 12 12 12 12 5 5 1 0 5 1 6 1 0 6 0) 4 6 8 6 6 6{ 1 6 8 0 600 -00.0 fiD. 810 80.0 -000 001 80.0 60,0 -00.0 800 -600.0 04*1 011 06.2 C4.1 CIN 410+2 C4.1 04+1 I C041/ 0)4+1 C441 0642 414+1 I 04*1 06.0 C4.1 04.1 1 C6.21 10 10 10 10 10 10 12 (2 7 12 12 12 12 12 T2 12 12 52 12 5 6 1 5 5 5 6 8/ 6 1 6 8 6 1 6 6 6 6 6 5 6 800 30.0 40. 80. 600 -00.0 600 30.0 60.0 404 60.0 40.0 04+1 I GH (C6.2 C4+11C441 CB*1 04.1 CH1 C0.2 GH 414*1 1414.2 0,411!C4.11 C642 C441 CA+1 06+2 10 { 10 I 10� 10 I 10 I 10 12 I 12 I 12 12 120)11 15 12 12 12 12 I 12 I 12 8 1 6 5 6 1 6 8 6 1 6 6 8 6 8 7 7 7 7 7 1 7 60.0 -00.0 60.0 •607 60.0 30.0 60.0 -00. 40.0 -605 000 .500 GN C4.1 co. 1I0441 C4+1 ce.2 C4.1 C4+1I C4.2 C4.1104412 I 05.2 0441 12 12 104.1 c6+i 12 12 10481 C4H C0+2 10 10 10 10 10 10 11 12 12 12 12 6 6 I e f 6 l 6 l 6 6 1 8 1 7 7 1 12 12 1 17 1 7 7 1 7 1 4 1 8 1 8 6 60.0 30.0 1 60.0 80.0 60.0 C4411 C41105*2I C4+11 04+/ I CEI 02 a.1 10 10-1 10 10 10 10 14 6 1 6 8 7 7 7 1 7 80.0 -000 40.0 40 0 0)4+21 C442 C1...21 14+21 C4.21 06+2 10 10 10 / 10 7 7 660 i90 C4+ .2 04. 7 1 7 7 7 7 1 710 1 12 1 10 7 17 30.0 DC4.2 1 C542 { 10 10 17 8 . POSITIVE PRESSURES 64 TABLE ARE BASED ON THE USE OF THE 31 4" SILL. 2. WHEN 0364)2 THE 2 172" SILL, POSITIVE OP IS 46.67 P8F MAX. WHEN USING THE 4" BILL POBYTIVE DP 1S S0.0 MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 112', 3 114" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 102" SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DDDR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FOC EGRESS REQUIREMENTS. K .J, 0/11/111 yr. 11mIP SRC' 11/1608 ...V M.- 00.0 0,26910 NO CHANGE TI680NEE7 PrA MAW 0,40E COYIfNI6 num I/5A5p4+E 05t6f6Yl9 1 400 60.0 30.0 600 40.0 1 810 400 0441 I 0)8+2 04+1 10441 I 06+2 C4.1 04*11 06.2104.1 1001 06+2 1212 12 1 12 12 12 - - 12 1 12 1 12 12 /2 1 1 1 4 1 6 1 6 6 5 1 6 1 6 1 4 4 101675010a06Y05VE 5400/5/40 Al 74275 8¢5 16.4 *000611.2. AL 24274 PANELS OVER 48" WIDE NOT AVAILABLE OVER 86" HIGH EXAMPLE ON SHEET IC O TABLE 2A SILL HT. VS POS. DP &LL 105E (N 040048 H83H7 LOAD ( F1LSH • 1.1 WA LOW • 2- +4847 RCE 1450-7-114 840.0 1'54, 7634-4 '60.0 FSF S1£ 10 OH HEIGHT STANDARD DUTY tni $ S_ESHEET 7 9FOR 90" INSIDE AL OUTSIDE GORNER DEPICTION DLO WIDTH • NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH ry O1481*1 NG 01-1 LENGTH 014 HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LM! v..R.•e.ti 06077+ I NTS 8 • 23 I P070002 OSIODUCT SUMO :=64111 Os NOW. Ar limo r l 11{ Wigan PO atm ,U 11111)11 11. DESIGN PRESSURE AND ANCHORAGE - UN-REMFORCED• HEAVY DUTY STILE• HEAVY DUTY ASTRAGAL TABLE 3. > HEAD 6 SILL (1-416) IMERLOCK 61RAGHT a CORNER ASTRAGAL CLUSTER PLUG INTERM®IATEANCHOR 07Y. PER PANEL H 8 6, I> JAMB ANCHOR CRY, 1PHOOKAM$gROTY. 04 • 7(15" LAMNATED GLASS - (3418" HS. I SGP/ 3/16" H8.1 G4A - 9116" LAMNATIO GLASS - (114.0,9.1 SGP (1(4" Ke) 68.7/18" LAMINATED I.G.U. - (3/18" TOW. / AIR / 3116" HS. 160P/3/18" H.S.) 06A - 7/18" LAMNATEDI O.U. • (1/1" TEV. / ABR) 3/16" HS. /SGP / 3118" H.9.) NOM. PANEL FRARE WIDTH 510E GLASS TYPE - 4, - A 6, BA j 1 HIS 24 ' p JA^6 d P -1-100K (Cl.ASBTYP -4, A5.6A 1 118S 30I JA I P -HOOK (GLASS E-4• A R® 8, 6A C 1 H08 36 El JAMB 11+ 9 -HOOK IGLASBTYpt-4, A,8,8A 1 Has 42 JAMB 9 -HOOK GLASS TVP± -4, 1,11,8, 6,6 1 )166 45 g 1 JAMB d 1 P -HOOK 80 0 V 90. -90.0 06+2 0502 10 10 6 6 90.0 .90.0 C6+2 C6+2I 10 10 6 6 90.0 -90. C6+2 I C8+2 C8+2 10 10 10 6 6 7 90.0 -90.0 08+2 C8+2 10602 10 10 1 ID 7 7 T 7 90.0 -90.0 C6+2 1 06+2 C6+2 10 10 10 6 8 8 N C0*2 10 C6+2 10 6 Anchor Types: 1) `V. Eton 0LTRAOO4'FORMERLY TAPCOIO 2) '114" 9S4 CRETE•0.El 3) '5116" ULTRACON 4)'9126T$L SCREW IPE/ ' 81E ANCHORAGE NOTES 1 8 2 ON STREET 1. UNIT HEIGHT 84 90 9B VVZ R �V °u O '}£j U M 60.0 -90,0 90.0 C6.2 C6+3 C8+2/ 08+2 10 10 10 10 U -90.0 C6+2 C6+2 10 10 6( 5 6 6 4 6 6 90.0 -90.0 90.6 -90.0 C8+2 C8+2 C6+2 06+2 C8+2 06+2 10 10 10 10 10 10 6 6 ) 6 8 8 7 90.6 -90.0 90.0 -80.0 C6+2 I C6+2 j C8+2 06+2 C6+2 10 10 I 10 10 10 7 7 1 7 7 7 06*2 10 8 90.6 -60.0 90.0 -60.0 C8+21 00+2 I C6+2 C8+2 I C8+2I C6+2 10 10 10 106JII 10 10 7 7 1 8 8 6 1 8 90.0 -90.0 90. -90.0 D8+2 C0+21 C6«2 08+2 C8+2 C6*2 ID ID I 10 10 10 10 8 8 8 9 9 9 . POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 2 112' SILL, POSITIVE DP IS 48.87 PSF MAX. AND WITH THE 3 1/4' SILL, POSITIVE PRESSURES IS 80.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 38. 3.2 liZ', 311/", AND 4" 8I1.111010M5 ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT ANO MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE 300R 19 PROTECTED 8Y AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (BEE ADJACENT DIAGRAM); THIS CONDITION 113 NOT RATED FOR WATER INFILTRATION. 4, SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FOC EGRESS REQUIREMENTS. I a 10/11/11NO CHANGE THIS SHEET * EMC mono ° ' I 6PII NAMOF COMMIN/! 4. aw ENC 11169➢ A ' � 1114MW MM.W1 DECOYl9 050009 we..l (6° { 1 FLUSH - 1.1/2 0 90.0 -90,0 Ce+2 06+2 10 10 6 8 90.0 -90.0 C8+2) C8+2 10 10 7 7 90. -90.0 De+2 1 C9+2 10 I 10 8 8 1 080 -90.0 C8+2 1 C6+2 I 10 10 I 9 19 1 90.0 -90.0 C8+2 1 C6*2 I 10 1 10 10 I 10 06+2 10 8 C6+2 10 C6*2 10 8 C6+2 10 9 C6*2 10 10 TABLE 3A SILL HT, VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD WA LOW -2-1/2• « 48.67 PSF M®•3-114" *80,0 PSF -58-) • 4" « 90:0 P5F SEE NOTES 1-3 10l0 nsc8r.o0ON+05 NOKOMIS.ii 34275 F.tl. BP4' 1479 NOYOWS FL 91274 90" OUTSIDE CORNER DLO WOTH = NOM. PANEL WIDTH • r 01.0 HEIGHT = NOM. PANEL HEIGHT - 825" 90' 048)DE CORNER OH HEIGHT - OH LENGTH ry QYERHANS7, OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 I DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LM! 600770 I NTS I =9 23 I.mMPG70002 r•YDRMCT REVIU 19 Willi Co* Arroparee 6.ar.r�o`r.���i�Y� lS ►MM 1.. N PROVED ANCHOR TY PES: 'I5 U4 LC 1 O ULTRACON (FORMERLY TAPCON) 2) 1(4' ELCO SS4 CRETE -FLEX 3)5116" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 7-9: HEAD & SILL B" MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & BD' CORNER ON SHT. 11-12. JAMBS & P -HOOKS... 6" MAX FROM BOTTOM AND 21' MAX. 0.0. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-16. ANCHORS PER PANEL" ARE 8' MAX.�..� 3.5" THOSE AT THE HEAD AND SILL 8' MAX , BETWEEN CLUSTERS OR THOSE 1Yp IBETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK. 2.04" 3.6' j 1 EXAMPLE OXX ANCHORAGE PLAN: TYP(3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHF. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE 4.051" r INTERLOCK ^�cnr.Art SEE CLUSTER/ DET., SHT. 11 ASTRAGAL 6" MAX. CENTERLINE f - JCENTERLINE I .4 / No • 1.051" 7 ` J — 3.6' —.+ 3.6' 24" MAX O.C. C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL. 2 -TRACK EXAMPLE SHOWN). (14) ANCHORS TOTAL EXTERIOR SEE CLUSTER DETAILS, BHT. 11 I, I'-3.6"TYP. r- T 24' \ 7 `—INTERLOCK MAX. CENTERLINE O.C. 3.5' TYP, J (7)P -HOOK ANCHORS SEE TYP. JAMB CLUSTER C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL r DETAIL BELOW C4 2 C4 2 C4 2 8" MAX • '-� " L—• la' MAX. L SEE NOTE 1••� 9" MAX BELOW � • • = FRAME ANCHORS 6' MAX. • •---� 3" MAX. 5" MAX. •• V MAX. • 1•. •. . . ^1 �•24. MAX. O.C. I I+ 8' MAX. TYP. .�._-90' CORNER EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE • • P -HOOK ANCHORS 21" MAX O.C. (10) ANCHORS PER JAMB , (SEE SHEET 13 FOR CLUSTER O.C. SPACING INTERLOCK CENTERLINE - 1 / SEE CLUSTER DETAILS, SHT. N 6• \ u 1 / EXTERIOR ' - SEE CLUSTER DETAILS, SHT. 12 N0 JJ 1011/11 "C NO L'HAN3E T1118 SHEET SAW IMM O D PEA MA M DADE COM.2MS wag rA. a"• 9MC UAW.7 PER MAW LACE 4tlMA1lNt• ALA ," N 2706 6:b - SAC 03/0693 AIA Er max. Imo • NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM A NN ON WA) TtCHNOL0OYOA NOKOMIS, P/ 40296 P.D. 60.1 f53* 0OKONAR AL 4027+ } 4.051" l MW. ' o.c. - 2.04" TYPICALJ --n- USTER FOR DETAILS 0.P.Q&R ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SOD - LMI 630070 I NTS 110 d 23 J PGT0002 I c PAOOUCi*40410460 a•ybl•6 wY6 Sv PYeh► 5400.ff Calk A• latagraasviq tapas/l•• 0. 7'ii'fT- r INT. L 3.6 IG4TRAoA .—OR r` --INTERLOCK 1 CENTERLINE I+-- 1.75 4.051 \ 2.040 F-VAZtAL oft -1 r r --INTERLOCK I CENTERLINE INT. 3.5 (^MTERLOCK I INE 1.75CENTERL 4.051 3.5 2•TRACK. AS _ AL/INTERLOCK USTER• C4 rATIIMACDTF J INTERLOCK CENTERLINE I 3•TRA 6.3439 I J 4.0721 La 1INTERI,OCK CLU ER -C4 MRAGACbR 1 INTERLOCK CENTERLINE +-- 1.75 LF - 2.010, f 4 I 4 -TRACK, ASTRAGAL/ INTERLOCK_ J ANCHOR CLUSTER -C4 a.Nar..� J.J 10'8/11 C NOCHMGE-174117WrFr $M I O8102/0p J w✓ I 1 2 -TRACK. AST F / INWILOCK ANCHOR TER - C6 ATINWIALDT 44TERLOCK—o- CENTERLINE 2.040 NCT. 3.5 I Z1 2.040 L J J 2-TRACK,AS,'►T�pALS TOCK 4.072 w �P f 4.049 J rtLA�K: AgDI ACAL TIHTERC6CK ANCHOR CLUSTER -05 riaTRACAEW INTERLOCK -.7 E INTERLOCK CENTERLINE IL t 1 TSCC INT. 1 IA1 INT, n CENTERUNE I N I 3.5 3.6 i 11f 2.040 G l/ — 4. ` ANC,iD LUS''FACtrrEPILS ocK IWCN?MOMS,S, 01.5 U NI 0 ?MOS, RIL IMIA P.a sow trip N1ROMA4. a IMM 2.040 4 IR INTERLOCK R - J n.y.. ANCHORAGE, EKAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI I mom MTS I 11 w 23 I PG70002 NOTE. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ®MODUC1 McvI 00 poop w0a 1t. r a=1.4_1 -:&'Ii/ p+Mnraa oar '•5' INT. 2-TjjIgC7C. 90' Ollak L2-TRAC INSIDE ANCHOR CLUSTER -C4 KI V11 c NO CHANGE THIS SHEET OIIOR•O 0l MRNIAIl d1CMRKN'S mar WON: 1411401 A In MITIF W carSuwrS mm08/050 TE) fa)O TSCI NOLOOY DRIVE /.1 KOH* FL N275 I Po ISA NOROM1(0 S FFI N274 EXP. ' 2 -TRACK. 90' OUTSIQE COOM4 SHOWN.SIDE g•� LIR (orFosrIE1 MUSSHORED FOR C6 , . ce 4 TRACKT SIDe OSITEI C AANCHOR CL TER IED AT ALL 4 -TRACK CORNERS ANCHORAGE, EXAMPLE CLUSTERS 1 SERIES 770 ALUMINUM SGD - LMI scone I NTS 72 23 PGTOO412 IC NOTE: AU. O MENSIOMS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. rewucr WINES mo+PiN4 weft r flrvAl. r.. C.O. mmammmo rpt 4apnlue at S. 1" MIN. E.D. TYP, EXT. MAX. SNIM 21/18" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1' MIN. . . 21/16" 0.C. ED. Pm • i TYP. 13/8" MIN. L EXT. ---- 16 Ii W 7, ,'-'116- 114° .MM. SHIM W000 ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A. kT wooD K FRAVig HEAD wrALLoolial DETV 7MHEAD OD AL T WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/16" 1' MIN 0.C. TYP. E.O., TYP. 2.3 W000 BUCK DETA11.TRACKLEM SILL TYP., ham. SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE ANCHOR NOTE 5 SHT. 1 (1/4" Mr) SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) 21/18" 0.C.. TYP. CONCRETE DETcaptimv.,.. SEE CHART, BHT. 1 EXT. 1/4" SHIM SEE SEE CHART, SHT. 1 2 1/16" 0.C. TYP. ONCRETE SEE CHART, SHT. 1 21110" 0.0. TYP SEE CHART SHT, 1 1/4" MAX SHEA Exi ONCRETE ANCHOR TYP„ SEE ANCHOR NOTE 1, SHT. 1 DETAIL C.R2gMrFRAME HEAD 2x WOOD BUCK TYP., CONC ALLATION SEE ANCH.NOTE 3. SHT. 1 2 1/18" 0.0., ONCRETE 21/16" 0.C., TYP. SEE ANCHOR NOTE 6 SHT. 1 Ole MAX) . 13/8' MIN. ED., -.I TYP. D9P6134ELFA SILL SEE CHART SHT, 1 SEE CHART, SHT. 1 21/14' D.C., TYP, CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL .1,4 -TRACK FRAME HEAD CONCRETE INSTALLATION SF-ECH MT. 1 SEE CHART SHT. 1 DETAIL D. 3 -TRACK FRAMEMAD CONCRE i6 INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHY. 1 SEE CHART. Mir. 1 Derwv. 112-1RACK FRAME CMCRETE INSTALLATION 21114P TYP. 1^ MIN TYP. 131r MIN. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT, 1 nt") 2x WOOD BUCK TYP„ SEE NOTE 3, &HT. 1 SEE ANCHOR NOTE 6. SHT. 1 (1/4" MAX) W000 ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 EXT. 21/16" 0.C., TYP. DETU-TiagnSsE4SLL amow J.J. ".10/11/1 C • NO CHANGE TM; &MET ...Er AMC 'LAM 1 A PAR MAW 0Aor COMANTS I ' " I ; Ai 4 5 Afi A .123Yjr , ...et MG 1 sucivVAeR9 rI A 1 MR MAW 1034Th )..., T" '''7 _ I Ra 89X MU TYP. ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI 940770 I NTS779 2.3 I P073002 !NM. flOODUCT Nay Nab nor119. 41.1.13 CoI• AampA.Am •_11.1i M 14 AtoIrmica P 5 CONCRETE ANCHOR TYP , SEE NOTE 1. SHT, 1 2 1 116" 0.C,, TYP. sEe AntaioR NOTE 5, SHT 1 (1pr MAX.) EXT. SEE CHART SHT. 1 114" MAX. SHIM SEE CHART SEE CHART EXTSHT. 1. SHT.1..,'! CONCRETE ['i ANCHOR TYP., SEE ANCHOR 1407E1, P BHT, 1 DETAIA4E-nagoSNILL, 1 3/8" MAN V' MEN. 114" MAX. 5/4/14 t WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR 2 1 /16" NOTE 3, DETAigibt-30KERAAAA_MB 51-17. 1 kLAT/OP/ 1/4" MAJC SHIM WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT, 1 CONCRETE ANCHOR TYP., SEE 1 are" MIN. ANCHOR 14015 1, SHT.1T 1" MIN. 2 1/16" 0E45. 0, 47R401( ERNI/11E4MB 0.C.. TYP. CWRETE (WALLA 1 3/5" MIN. EXT MAX SHIM 0.0, TYP. DETAIL M 4 -TWA FROVIAMB WO& wow, WOOD FRAMING P -HOOK MOUNTING ADAPTOR IN 1 3/5' M. ANCHORS LOCATED MID -SPAN_ BEDNEEN P -HOOK INSTALLATION ANCHORS V/ DIA „„ID TIPIO 888 08/86409 1" MIN. 2.693' 5/411 EXT. w2LUM, I C I NO cwww mg? fifir-gr 8 PER NAM 8801 COM111481M nom*, ...P.., 21,4 NAM ro. CR11688888 WOOD ANCHOR TYP., SEE ANCHOR 11015 2, SHT. 1 2 1116" 0.C., TYR r 5.611 2 1/16' 0.C., TYP. SONRY DEW. P. LTRACAFRAME 461}48 CONC .1•E INSTALLATION 114' MAX SHIM --1 4 m'i vin Ili CONCRETE ANCHOR TYP, SEE ANCHOR 11076 1. SHT. 1 2X WOOD BUCK sEE ANCHOR 14076 3. SKr. 1 DETAII.12 3-MCK MAVRJANI/3 *or WOOD WALIATION 1 3/4' MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, 8117. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION. 1 lie LAN. E.D TYP 2.04" 1 4.051' MIN, 0.C, 3.5' Typ4CAL,1AM8 CLUSTER FOR 0048 Q. P. Q9 SEE CHART SHT. 1 SEE CHART 8147. 1 2 1 /15' 1 OZ., TYP. SONRY DETAIL FI,TR(1,PK FM,E JANd3 coNcnrrE iNsTALLAroN SEE GIANT, 8111'. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -1-400K INSTALLATION ANCHORS CONCRETE/ MASONRY (GROUTED BLOCK ONLY) SEE CHART, • • SHT.1 li'.a0 TECHNOLOGY WM NOKTMA a P0. BOX 18,8 niaaaa. a MIN cotia TIZ 2.693" MIN. 1oN ANCHORAGE DETAILS l'SERIES 770 ALUMINUM SGO, - LAW (*Ps 8(10770 1SZ TSI14 -23 PGT0002 SEE ANCHOR NOTE 2, BHT. 1. ANCHOR QTY. FROM TABLES 1-3, BHT'S. 74 PERTAIN TO THIS ANCHOR LOCATION, ra00Ver 112[30ira agmaka aa Maki Ostedlig Cs* Magma* I% I- 10 it- atablaa Ore -s- azonli P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. WOOD FRAMING —) 1 318' MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR 07Y. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893" MN. DETAIL O P-Ijfj,QKFenx. RISER Frr vvm��.=�x_xceryr r T • u PANEL n PANEL i I'1 TYPE t TYPE n 'OS' 11 i.i ui `DETAIL -U', SHT. 1B, ANCHORAGE DETAILS 'E' &'G', SHT.13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER1 L "SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES in n N 1 1 1 a' `'1 PANEL I PANEL TYPE TYPE 'AS' 'M SEE NOTE 3, 81-17. 16 SEE CHART, SHT. ONCRETE/MASONRY GROUTED BLOCK ONLY) 1 1!4• MIN. E.D. DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" POMP, Da. 9YC Y1MA 'y WIt1Hi I000g SMCI 084388 C I NO CN 4MIE PM8 steer •PEPMWAMACK C0NMLafr• c f nit MATE Cd1MEM4 1070 L8CMVOLOOrpib NOIKWN, Pl.0 70 7.0 BOX 1509 Na 0AffS 0 3020 SEE CHART, 81-17. 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CITY. FROM TABLES 1-3, SH75. 7-9 PERTAIN TO THIS ANCHOR LOCATION. 2.693" MIN. 910 X 1.60" PH SMS PANEL CORNER DETAIL AIL'69', SHf. 19, 98 X 1,00" ANCHORAGE DETAILS '/9 PH SMS (OPTIONAL) &'P', SWT. 14 - DETAIL 'BB', BHT. 19 DETAIL 'W I, SHT. 20 HORIZONTAL SECTION 9-9 • FRAME CORNER DETAIL PIWDOCI' REVIII99 n rPPMi•D=1M VM Phebl Salem CA* A.apimo 10•11:112W S� ,.__ 'L 5- `/"µ llu 11 rlr... A µo.58155 -_ G:= �' a' 'I r w - ''i) � STPTF of � ANCHORAGE DETAILS /EXAMPLE ELEVATION SE• RIES 770ALUMINUM SGD-LMl %FSSlONPL` A. LYNN .9P.E sc9=78NTS a9"".. 16 • 23 P070002 C P.Er•08705bON15 DETAIL'CC'. SHIT. 19-,, DETAIL 'BB', SHT. 19 1; (--E/ -; ‘t DETAIL SHT. 19, (DETAIL V, BHT. 18, ANCHORAGE DETAIL A7 8 DETAIL SE', SHT. 19, ANCHORAGE P', SHT. 14 ANCHORAGE DETAILS N' DETAILS 'A' &'P', SHT 14 NOTES: PANEL ` PANEL' 1 PANEL TYPE TYPE TYPE Y_' ! 'U' 'A' iI I d I / / ii I L itSEE NOTE 1 �, .... _ _ (LL) ` , HT 1. SEE S. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18.20 FOR SECTION DETAILS AND SHTS. 7-18 FOR ANCHORAGE DETAILS. 2.1x.0 WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT • NOM. PANEL HEIGHT - 6.25' 3. (1) LOCK (ITEMS 70 & 107.110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL V. SHT. 18, ANCHORAGE DETAILS 'A' &'C' SHT.13 PANEL V PANEL I" \ -y-DETAIL SHT. 19, 1' r TYPE TYPE TIDE• ANCHORAGE DETAILS N' ,08 'K, & '. SHT. 14 MAX. i 'I HT. SEE DF TABLES 111 fl 1'i � Y 44 {,6 __41,______,1 11Y.A. A. AA 1Y "r111; PANEL PANEL r TYPE 1 'CS' DETAIL'-', SHT. 18, -/"I- SEE SEE FRAME & ANCHORAGE DETAILS 'E' PANELCORNEROXXX (2 TRACK)ON &'0', SHT. 13 CONSTRUCTION DETAILS SHT. 16 EXAMPLE DETAIL TV, SHT. 19 1-. (� a /DDETAIL'OD', BHT. 18, ANCHORAGE DETAILS 'Q' & R',MT. 14 DETAIL BB', BHT. 19 0,1-1 DETAIL AA', SHT. 19,' ANCHORAGE DETALS & 'T, SHT. 14, MT & NN', SHT. 18 t — PANEL PANEL TYPE TYPE 'R' MAX HT SEE DETAIL 'X, SHT. 18, ANCHORAGE DETAILS '8' & YY, SHT. 13 M1: 74 TABLEBIi SEE NOTE • 3 o a PANEL TYPE 'M' ! PANEL TYPE X X DETAIL W. SHT. 15, ANCHORAGE DETAILS 'P & SHT. 13 OXXXD (3 TRACK RIGHT POCKET) EXAMPLE • NO C984NG£ TN188HEET O MITI ARMLOAD!. OW,AII0118 ' oaten Auv1M0. OOMENF4 AA ' POCKET UNDER SEPARATE APPROVAL 1 a j IL. — — ` r d .. —L XX -80° CORNER-XX12 TRACK D£TA L v', AK .e. 90°OUTSIDE CORNER- EXAMPLE ANataRaca a sSHHT..13 9 / SEE NOTE 3 MAX NT. SDI! l.� TABLES 10797ECHN0L00Y DAVE N08C89 . Fl $42P AQ a ,,',$ DETAIL 'BB', SHT. 19 DETAIL RH, SI -F7.19, ANCHORAGE DETAILS TAP &'0', SHT. 14 PAIEL� TYPE T4' x PANEL TYPE '7' 4 1 DETAIL 2', SHT.18, ANCHORAGE DETAILS'1' & 'J'. SHT. 13 PANEL 1. TYPE 1C .9 PANEL TYPE 'P MAX. HT, SEE DP SEETABLES DETAIL 'Y', SHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHL 13 & SHT. 14 EXAMPLE ELEVATIONS SERIES 770_ ALUMINUM SGD - LMI awn° !NTS I le 23 I ''PGT0002 DETAIL 'BB', SHT. 19 DETAIL 'JJ', ENT. 20 INT. EXT. -i HORIZONTAL SECTION A -A ry008X1 RLVI84 ...vow' w.f. itx Raw! "di" Cat �l •-•lti‘I5• 14 hydovsloa 1,••• �t.LL- L ‘Lf 11111,. • tib:' ,CENaF'•.EP/// PANEL LETTER P R (3 0,001,71 (3T S S IK1YRry L LR N C 8 F E SINGLE INTERLOCK FAXED LOCKSTILE ASTRAGAL Our ASTRAGAL IN FIXED LOCKSTILE FIXED LOCKSTILE SINGLE INTERLOCK ASTRAGAL OLD- ASTRAGAL UT ASTRAGAL a SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK UASTRAGAL OUT U ASTRAGAL 1N RLUMA A SINGLE IN7ERLOCX LOCK5TKE JLOCKSDLE n NO CHANGE TMs SHEET ~A FER InMMI MOE LLW/FM8 Rb Wti I U1. FIXED LOCKSTKE NSTERLOINGLE OK FIXED LOCKSTILE FIXED LOCK5TKE ASTRAGALOUT OUT ASTRAGAL IN 3.6 ASTRAGAL OUT MILE LA -414 INTERLOCK w13 SINGLE INTERLOCK G 311(1 ASTRAGAL IN SINGLE "-M INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK LOCKSTILE LOCKSTILE LOCKSTILE y: LOCKSTILE .-4111 INTERLOCK NTERLOCK PANEL LETTER !� wl M CS SC QS SQ AS SA CI IC CF FC PP RR AITRAG 7 OUT fro �CIWOL tGY OW@ 0409. Pi 34275 KC KLTX ISM NOK3MI9. FL 34274 LOCK5075 LOCKSTILE CORNER RECENER SINGLE INTERLOCK CORNER LOCKSTILE SINGLE INTERLOCK CORNER RECEIVER SINGLE INTERLOCK CORNER LOOKSTKE SINGLE INTERLOCK CORNER RECEIVER FIXED LOCKSTILE y cp 4 JJ+ SINGLE INTERLOCK FIXED LOCK TILE PANEL TYPES ASTRAGAL ati SINGLE INTERLOCK SINGLE INTERLOCK NOTE: 1. SEE 0P TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL 8 INTERLOCKS. / L CORNER RECEIVER SINGLE INTERIOR INTERLOCK (ALL PANEL TYPES) CORNER 0, EXTERIOR 70000TKf uL-a INTERLOCK IS`T�R1 1CORNER RECEIVER u- SINGLE IN7ER7007 CORNER LOCKSTILE FAXED ti -I+ LOCKSTILE -' 1 CORNER RECEIVER I.1 FIXED LOCKSTTE SINGLE u -:0I INTERLOCK SERIES 770 ALUMINUM SGD - LMI e sunny I NTSI 17 23 I PGT0002 ,Vg5UCT &AVMS tzEitI rIO b INORs 0mossoa 1-101 ly emend= DM 1�i11N1(h�R1 �MOIm,� SILL RISERS OPTIONS FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RIStff FLUSH FLAT SILL R19ER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL FIXED PANEL SHOWN\ DETAIL 1.1' FIXED PANEL— NO CHANGE nits SWEET B POT WAN OWE COMMHOS APmJ NATE COUNGHT9 �aMoei. i� I4A DETAIL IC FIXED PANEL SHOWN DETAIL W 1OT0 TECHNOLOGY NEL MS FL N279 PG. SOX tazc MO1XOM3. P134214 DETAIL DETAIL 'LL' SCREEN AT HEAD DETAIL 1" IZRTICAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI mono I NTS I B a 23 7".P072002 EXTERIOR INTERIOR* (ALL VERT. SECTIONS) 0 0O 419YI 6 0 - DETAIL 'MM' SCREEN AT SILL /IIODUCT 1411,14/0 a zcip1q p SEs TOM% BOYS LL A -.w. 101 4 Rynwr. sw5 DETAIL 'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) b:%7!/11N 1 dam SIS IIHW1 5 aeroQniv NO CI-L4NGE THIS SHEET pA J plRMMMijVEC°NM:'YR 7°TECHHOL°c✓ ORM$ NONOMIS. FL S1275 Vo NON°MIN 111An 30274 AliOIRICT WIMP ba MA& DETAIL 'KK' `� .� LYNN bike f ��•�. (90° INSIDE CORNER, 2 TRACK SHOWN) a��`°£"'E • °* ` C • • No. 58705 w6` Q- t s Ll 1{ ' = TAYE HORIZONTAL SECTION DETAILS, CORNERS Op •., nocr.•'�a�?�` SERIES 770 ALUMINUM SOD - LMI FS3110I1NA''�,'' A. LYNN MM1L1R P.E. I 00077 I NTS 120 + 23 ���PGT0002 I c a.E.x news S8D8388Sass i VoVp 5 - a F ? g35ggg 522; 0000 522 55553 2122 3 d 3 3 EgV z c o o a as iqa o a ¢� t 5 o 6 i$ w 0 o rc edi 8a ai5no i z o xo o < '“'i u a `� ami 0 J �+ g om " Www � l505 -Y2, R � ,4mL 4768 €g m 11 ��cc ��[[ ��ee XXYy ���m y� N f x Z Z 2 Z Z� <GY� Y Z Z 117 U UIU�� VU U R i V< C C 3Z ¢ O �° W LlYI u� pp lu � .�� S11 qz I a -J ,,,m, “, mm___EXF=_'g.,.RBA«R«MRR S:7:4EEC.38:.-8C1Z8mmaiA sPP } 0 a~ilm � I m L 0 O 1 �m 1-1 rkl 1 " " t EAD (14.66:1A.C12‘1110113-113 6.198'- L 0.081' - 2-TRACIft2HEAD W(Ar.REEN TRACK )MATI.: 8068-75 1.105 1,01---nDr 0.081" 3-7818)1741 HEAD (3)1HATI.: 8063-78 8.142" 8.562 0.080 4 -TRACK SILL (10)/AATL: 808348 1.505" 1.993" 0.067 SCREES l'OP RAIL. (45) MATL: 8003-T6 0.875' 1.993"fl_ 0.087 (48811TN'Llatir 8221' .1505' 1.045" 1.38' 136' 0061' 6.108' 2 -TRACK JAM (14) MATL: 6083.78 -9 2-ketimolt RAC i 1211' O. °8(3.TRACK 611briffifi TRACK. m : 0.081" 7.1 15' INSSIE qqaNER A5TRAGAL (120) MA11. 000g -T6 444 sMe WW1* 06104/09 NO CHANGE THIS SHEET Iftweav: 664 .46h1;a40ECOna+01,14 NIFIRI7IR°4AL koro TeCIINOCOGY DRIVE _ NOMMIS, Pi. NM P.O. 660 0429 404.43.11.9404 0,080' 3 -TRACK JAM13 2.828° (16) MA71. 6083-76 cam RECTyr (118) 6A1'I-1606-16 lEXTRUSIONS SERIES 770 ALUMINUM SGD - LM1 wpm r;T$1.73 23 r'LPG700172 4•TRACK6414/1115 (17) MATT.: rc ri401.1C1 MY9 tawfblog pith ri.01. Ameerlmar ft rsaiMI IS' CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 7/25/13 Permit Number: 2012100260 Lot: 141C Block: Subdivision: PINETREE ESTATES PTE 4r�r,y..` Job Address: 6019 NW 69 WAY l'Efas SACS 43 Work Description: ADDITION Contractor: NATALE Phone: 5614362628 CONSTRUCTION, INC. DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL —0,2A 13 Q _ tkcl ELECTRICAL PLUMBING MECHANICAL