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SH-700
M IAM 4DADE I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.Qov/economy PGT Industries,Inc. 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 RER - 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 DadeCounty 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. PER 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 "SH-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 09/01/05, with revision G dated 06/06/17, 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. 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# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.08 MIAMI-DADE COUNTY ' °' Expiration Date: March 26,2021 Approval Date: November 30,2017 ((( Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.06) 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, 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 NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test, 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. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel Perez P.E. Product Contro Ex niner NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. 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. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. 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. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Man iel,�e P.E. Product Control Exa Diner NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 61"Edition (2017), dated 06/22/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5""Edition (2014) and FBC 6'Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. _ ahu r z,P.E. Product Co rol E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION A. 5/16"LAMI CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL® PVB(BY KURARAY AMERICA, INC.) *ALUMINUM DESIGN MANUAL,ADM-2015 OR .090"SAFLEX 1PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI S100-12 B. 5/16" LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A •AISC 360-10 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5116"LAMI CONSISTING OF (2) LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL°PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL® PVB(BY KURARAY AMERICA, INC.) SHEET OR .090"SAFLEX 0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES............. 1 E. 7/16" LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND (1) LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS...--.....2 .090"KURARAY TROSIFOL ®PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F. 7/16" LAMI CONSISTING OF(2)LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL PVB(BY KURARAY AMERICA, INC.) ELEVATIONS..................... 4 OR .090"SAFLEX 0PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT. SECTIONS............. 5 G. 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 HORIZ. SECTIONS............ 5 .090"KURARAY TROSIFOL °PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST....................... 6 H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS.................... 7 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL® PVB(BY KURARAY AMERICA, INC.) CORNER DETAIL.............. 7 OR .090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE.................... 8-11 I. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5116" LAMI CONSISTING OF (2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL 0 PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLE>e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 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"KURARAY TROSIFOL-PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K. 13/16"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 7/16" LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Material Min. Fy Min. F OF 3/16"HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOI PVB(BY KURARAY AMERICA, INC.) Steel Screw 92 ksi 120 ksi OR.090"SAFLEX 0PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltraCon® 155 ksi 177 ksi L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL P BY KURARAY AMERICA, INC.)OR .090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi M. 13/16"LAMI IG: (1) LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A 6063-T5 Aluminum 16 ksi 22 ksi .090"KURARAY TROSIFOL ®PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 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. IREVISED 5. SHUTTERS ARE NOT REQUIRED. os ComnODU yi gvAuh �*...vn1/�3�:,,z v�iks im F'1octtYe P'LdWiz�g Code. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. c : .3 N0 (7- ;_:Eit"wki�JGZe d dVb-{ 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION yiana lade Pro IDot G; ALUMINUM DESIGN MANUAL 1111 I I I I j LTIft It i 8. SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. ,1GENS F ' . 9.THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _ * r No.58?05 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. fliSTAZ!OF 1070 TECHNOLOGY DRIVE : I P ' N.(E4NIIC4E6,,FL 3040275 GENERAL NOTES ,��.`s`S'/ONAI ECG?` ��11 DI CERT.OFAUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT ''11/11,,10`` JR OBW17 G UPDATED ANCHORAGE TOFBC2017. ,,. srwt a.»ftw iF. A. LYNN MILLER, P.E. COPYRIGHT®207 /�� / .I/fI Dle1M9y: Deb: ChetlmJB. OBb: PET INDUSTRIES,INC. ® SH700 /YTS 1 m '1 4040-20 G FL P.E.#58705 FK 911105 J.J. Z2N07 ALL RIGHTS RESERVED Part# Description Material 1 1 71 Kommeding 4SG TIES Spacer System 72 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 41 1/2"NOM. 44 1/2" NOM. 74 Cardinal XL Edge Spacer GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968 R 8970 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS -M .090PVBINTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7/16" LAMINATED 5116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 71-74 71-74 a EXTERIOR INTERIOR LITES MAY 1 1 (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN "PVB"= DESIGN PRESSURE. KURARAY TROSIFOL® 112"NOM. 1/2"NOM. PVB INTERLAYER 46 Gor LASS BITE 46 GLASS BITE FSEA FLEX PVB INTERLAYER BY TMANN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7116" LAMINATED AIR SPACE AIRSPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13/16"NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 5/16"NOM. PRODU�1 R_'V' RED"' SILICONE 5/18"NOM. SEAL v y mg wlth the F'IGrid9 STRUCTURAL 3/16"NOM. SILICONE SEAL 1/4"NOM. FOAM t ih t a 1: POLYISOBUTYLENE WITH BUTYL& ROLL-FORMED STAINLESS .;,;,,-�4a.E,.Flu / �•� WITH DESICCANT DESIC -ANT �I DESICCANT FOAM STEEL t7 t+stgz€€ uOtrte r• £ EXT.GLASS EXT.GLASS EXT.GLASS s {( el EXT.GLASS k"immi •owp'trkvs t " a�NYLYNN INT.GLASS INT.GLASS INT.GLASS INT.GLASS :P��. '• �ICENSF �(��i 7, KODISPACE 72 SUPER TM 73 DURASEAL@ 74 XL EDGET"" * f No. 58705 � 4SG TPS SPACER(DNXT SPACER SPACER a 1070 TECHNOLOGY DRIVE a'O �0.��•- FTA E OF .' ��\ 71 N.VENICE,FL34275 GLAZING DETAILS %,31••••�ORION .••' ���� (941)480-1600 nw S •••. .NG ` CERT.OF AUTH.#29296 FALUM. SINGLE HUNG WINDOW, IMPACT /��NAL iE\\ `� JR 17 G NO CHANGES THIS SHEET. coarRicHTozon taw: 811rt uo ww w.' A. LYNN MyLLtR, P.E. cnaxm am: - ALL INDUSTRIES,HTRESRVE ® SH700 FUIf 2 ^r �� 4040-20 G FL P.E.#58705 F.K. 911105 J.J. Z2"7 ALL RIGHTS RESERVE 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 0 ll WIDTH GLASS TYPE 63" 66" 68'• 70" 72" 74" 76" W MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 - 00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +g0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 „X„ SASH 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UPTO531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +g0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" "1. 50 618"' 63" 72" 74" 76" 4g•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -SO.D +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" SASH 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UPTO631/8•' C,D,E,F,G,H,I,J,K,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 +70.0 -70.0 CUSTOM VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) MINUS WIDTH GLASS TYPE 17 1/8" 22 11116" 28 3/16" 33 3/4" 39 5/16" 4413/16" 50 3/8" 55 15/16" W SASH 531/8" D,E,F,J,K,L40 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL j GLASS TYPES: TEST REPORTS TABLE 4. "X., SASH A. 5/16" LAMI -(1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI -(1/8"A,.090,1/8"HS) FTLA647, 4648 C. 5/16" LAMI-(1/8"HS,.090,1/8"HS) FTL-4647, 4648 D. 7/16" LAMI- (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI- (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4645 G. 13116" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI-(1/8"A,.090,1/8"A) FTLA646, 4723 us c�:"at�Y'�'�vvicEx% H. 13/16" LAMI IG- 1/8" T, AIR SPACE, 6116" LAMI- (1/8"A,.090,1/8"HS) _ FTL-4646 Llma dimgcodz I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI -(1/8"HS,.090,1/8"HS) FTL-4646 "` J. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/16" LAMI-(3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/16" LAMI-(3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 m;ami 'ace fsraducic L. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/16" LAMI -(3/16"HS,.090, 3/16"HS) FTL-1649, 4650 M. 13116" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI-(1/8"A,.090, 1/8"A) FTL-5063 .`\ SON NN ��. '• %-ICENS•' Q �� NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN Q. P '•�F� ; PRESSURES ARE UNEFFECTED. _ * ; No. 58705 = 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. _ r 4. GLASS TYPES C, G, H,AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE Ds dptl": TE O�t ��/` � � FAO LIMITATIONS. N.VENICE,FL34275 DESIGN PRESSURES ,%`sS ., RIDP.•'•G��`� (941)480-1600 '/2 TONAL EN 11\ Raved 17 BY Dam: Revlelons: CERT.OF AUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT ' `� JR O6/O6/17 G NO CHANGES THIS SHEET. senevnmeve sm�e: snvee DrewlrgNu Ra.- A. LYNN MILLER, P.E. D..Sr. Dam: Checked Dam: EST INDUSTRIES, "( F.K. 911105 J.J. 2/23/07 ALL RIGHTS RESERVED SH700 /1/T$ 3 11 4040-20 G FL P.E.#58705 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F.WIDTH 49 5/8"MAX. FIXED O DLO(ALL) DD 75" MAX. — — AX 75" MAX. SEE DLO O D HEIGHT SEE DLOA / A HEIGHT SEE BL O O C HEIGHT TABLE — TABLE O / — j 76" MAX. L 76" MAX. � 76"MAX. FLANGED FLANGED FLANGED HEIGHT HEIGHT HEIGHT SEE DLO 38 7/16" TABLE X / SASH SEE DLO SEE SEE DLO X SEE (MAX.) / HEIGHT TABLE X j NOTE 4 TABLE / NOTE 4 L r! 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B E 75"MAX. ( 75" MAX. I.F. I.F. HEIGHTE HEIGHT SEE DLO SEE DLO TABLE O j 76" MAX. TABLEon 76"MAX. FLANGED FLANGED HEIGHT HEIGHT 20" SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT PRODUCT REVISED as Csmoying v j14 11 a,Fla Build31gi`1}& ey g� B E'.t;1,iFz34Km Date-) ® 4[ DETAIL D DETAIL E 1�T. VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) nh;a 7 a1E\�. NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. * ;' No. 58705 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. 7 -- STATE OF =,0 LOGY DRIVE owWcaw,. �s•'•F<ORIOP .•' ����\ ,FL 34275 ELEVATIONS - �. S 0-1600 NAI IEN RevaEBy: ��: �,• UTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT JR 06106117 G NO CHANGES THIS SHEET. s .emmnec see: sheeeDmNpNo. .r. .T®2019 IpaleN SS,ING R ® $H7DD NTS4F.K 911105 JJ 2/23/07 RESERVED I� 2.784 NOTE: MIN. (1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6"FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 I 31 MAX. 2.710" FIXED 7 g OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 MAX. FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2.946 HIGH OUTSIDE SILL 2.330 LOW SILL MAX. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — _L 68 2.710" I.F. FRAME q 7 28 53 II kr -C-0ying with dw Fkwi& OUTSIDE 53 2.946° 7=xprraE?ar:n Laaze � r 9 52 2.330" (HIGH SILL) 63 (LOW SILL) Y _ v7=aa. 'Urdu ih1a�3}z`I:9 7/'� SEE NOTE ABOVE 54 64 t` N IV 67 P�,. ' �ICENgF•- Y<ll 3 30 ULTRALIFT 12 ONLY ULTRALIFT _ * No. 58705 — 12 ONLY SECTION C-C = „� SECTION B-B RADIUS TOP =� ' (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL -FLANGED VERSION) t4TE 0 lij 1070 TECHNOLOGY DRIVE 0eatlip641i LA '• ;°<ORIDP,.•'' ��- N.VENICE,FL 34275 SECTIONS(941)460-1606CERT.OF AUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT �NO CHANGES THIS SHEET. ,l: uab: sneee . LYNN MILLERP.EESTT IINDUSTRESOINC.17 ® p/ALL RIGHTS RESERVEDSH700 Hlf 5 11 4040-20 FL P.E.#58705 ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 1 4002A I FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1 1155 1#8 X 1.000 QUAD PN.SMS 781 PICA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE, 1/16 X1/2-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS) 1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE, 3/8", 518",OR 11/16" 70 ISILICONE. DOW 791,899,995 OR GE 7700 10 1080 BALANCE COVER, 3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAM[,(118"A,.090 PVB,1/8"A) 11 1 1#8 X.750 PH. PN. SMS 7834AA 81 B. GLASS,5/16"LAMI,(1/8"A,.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16" LAMI, (3/16"A,.090 PVB,3/16"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E. GLASS,7/16"LAMI, (3/16"A,.090 PVB,3/16"HS) 16 1080-1 BALANCE COVER, 11/16" 6BA-CVR670 85 IF. GLASS,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS, 13/16"LAMI IG; 1/8"T,AIR SPACE,5/16"LAMI,(1/8'A,.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H. GLASS, 13/16"LAMI IG; 1/87,AIR SPACE,5/16"LAMI,(1/8"A,.090 PVB,1/8"HS) 19 1 1#8-32 X 1/2"LG. PH. FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS, 13/16"LAMI IG; 1/8"T,AIR SPACE, 5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 1 4054C I FIXED MEETING RAIL 64054C 89 J.GLASS, 13/16"LAMI IG; 118"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 1 4006C ISASH TOP RAIL 64006 90 K. GLASS, 13/16"LAMI IG; 118"T,AIR SPACE,7/16"LAMI,(3/16'A,.090 PVB,3/16"HS) 25 1235 WSTP...170 X.270 BACK, FIN SEAL 67S16G 91 L. GLASS, 13/16" LAMI IG; 1/8"T,AIR SPACE,7/16" LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS, 13/16"LAMI IG; 1/8"A,AIR SPACE,5/16"LAMI,(1/8"A,.090 PVB,1/8"A) 27 1016 #8 X.625 PH. FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1330 1622 LAMISETTINGBLOCK3l32"X25/64"X1" 71622K � 3.455 36 1052 LAMI IG SETTING BLOCK 1"X3/4"X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 6TP247WK .062 38 1225 VINYL GLAZ. BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD, 5116 LAM.GLASS. 64039E 47 FRAME, I.F. HEAD 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 #4071A, 6063-T6 44 4222A GLAZING BEAD,7/16"LAM[ 64222 O FRAME, I.F. LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 48 #4072A, 6063-T6 46 4067 GLAZING BEAD, 13/16"LAMI I.G. 64067 1908 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 2.374 49 4073A FRAME, I.F. HIGH SILL 64073 pi CD ICT FI `JI`FD 50 4074B FRAME, I.F.JAMB 64074 as c.,n+�zvarT with tFx T.o da 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 .062 NOM D,C� 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG THICKNESS f9tua Daft ® l 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 4.071 2 71 P>y E(HOR.&VER.) 61014 55 1014 SCREEN FRAM 062 NOM 56 1630 ISCREEN CORNER KEY W/RINGS 71630 THICKNESS 57 1631 ISCREEN CORNERKEYW/OUT RINGS 71631 apNY•�YNgt 58 1073 SCREEN SPRING 7CASP ���:. 59 1624 SCREEN SPLINE-.135 CIA FOAM 61624K O FRAME, I.F. JAMB , 50 #4074B6063-T6 = * No. 58705 , 49 FRAME, I.F. HIGH SILL _ •: * 1070 TECHNOLOGY DRIVE #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) O• STA E O f • N.VENICE,FL 34275 PARTS LIST i (� •'•:c/ORIDP,.•' (941)480-160o TPoe: •, is •.......• G.� �� Revad or Dete: ReWsions: CERT.OF AUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT JR O6/06/17 G NO CHANGES THIS SHEET. �. sue: sneee Ora"vpBo. Ber. A. L'('IVhI IM OIL LEY�, P.E. D..By: Dem: DhedcetlB. Defe: PETT IINDUSTRIES,IINC. o/ F.K. 9/1/05 J.J. 2/23/07 nuRlcnTSRESEevED SH700 NT$ 6 11 4040-20 G FL P.E.#58705 -I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F. FRAME I n 2 I� rTI---2.784—�{ 062 II I I 2.830 2.330 1.363 J .Ljj�062 6 or 50 O FLANGE FRAME HEADfi #4002A, 6063-T6 I�--2.784—►{ O FLANGE FRAME SILL (LOW) WELD 1.749 3 #4003C, 6063-T6 6 or 50 ALONG SCREW BOSS (2) SEALANT OR GASKET 121.710 738 AT HEAD AND SILL �1.513-►{ 06J2 .1 .040 062 1.451 VIEW D-D VIEW E-E � �{ (1/1 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O O SASH STOP O SASH STOP COVER _ FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB 7 #4025, 6063-T5 17 #4053, 6063-T5 .050 #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 1.165 I� 678 2.326 1.096 1.342 I- - 2.27s--- T 0162T1.349 O GLAZING BEAD, 5/16" i 41 #4039B, 6063-T5 Aq 5 1.979 062 1.707 .062 SASH SIDE RAIL 062 31 #4008, 6063-T5 21 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) 678 #4054A, 6063HD-T6Q 23 #4006C, 6063HS-T6 28 #4007, 6063-T5 O50 42 .050� 1.096—{��I .678 GLAZING BEAD, 5/16" E11L #4044B, 6063-T5 2.326 (USED W/GRILL KIT) M)DUCT�cEVIS' 1.096��--�I as=n4yfO emiaa�the c'�t7R'rci�a .062 44 GLAZING BEAD 7/16" 2.946 #4222, 6063-T5 3.446 2.638 .683 .050llu ` at 062 .050-- 678 O GLAZING BEAD, 13/16" IG ``apN ..LYNN4f I 46 �` 1GEN C If—2.784 1.115 (� #4067, 6063-T5 O 69 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" No. 58705 FLANGE FRAME SILL (HIGH) 68 #4051A, 6063-T5 #985C, 6063-T5 #4050A, 6063-T6 (USED W/GRILL KIT) 1070 TECHNOLOGY DRIVE � O '. tm OF N.VENICE,FL 34275 EXTRUSIONS & FRAME CORNER DETAIL i;�� ••,'�(ORIDP,.•' ��46 (941)480-1600 me: G He sy: Dam: RaWelons: CERT.OF AUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT � ,(��ON L EN�``�\ JR 06106117 G NO CHANGES THIS SHEET. COPYRIGHT02017 sa rtmar: sme: 5^B0E °""°m Rer A. CTNpI �1R)h.E. D.„By: o,m: cn�xaae. ire: PGTINDUSTRIES,INC ® SH7oo Half 7 � 11 4040-20 G FL P.E.#58705 F.K. 911105 J.J. 2/23107 ALL RIGHTS RESERVED ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 - 1/4"ELCO ULTRACONS OR#12 SCREWS INTO METAL SUBSTRATE: 28.603 34.603 40.603 46.603 1 52.603 58,603 64.603 76.000 2- 1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: qclT U C� p c� U p U c� p o U p U C) p U c� p c) U p c) v 3-#12SCREWS Z ZMONZ Zc+M0NZ ZMONZ ZC' 0NZ Z -0 Z Z (hONZ ZMO CN ZWINDOW GLASS O � c 0 o c4 o O H O c'i O 0 0 C-4 0 0 c'j O 0 C`i 0 0 0 cq o O OU 2. FOLL ANCHOR LOCATIONS OING NSIARE BASED ON THE WIDTH TYPE HEAD- 18 1/2" MAX. FROM TOP CORNERS 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 JAMBS- 17 1/2"MAX. FROM TOP CORNERS H,I,J,K,L 1 21111 1 1 1 ! 2 1 11112 212 1121212 2 2 22 22 2.2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3.3 15"MAX. FROM BOTTOM CORNERS 19.125 6"MAX. BELOW MTG. RAIL 1 1 1 1 1111121212 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,M 11 1 2 1 1 1 1 1 'i2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 212' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3, 3 3. INSTALL PER THE ADJACENT TABLE ANCHOR 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1 2 1 1 1 2 112 1 2 1 2 2 2 1 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 3 212 2 2 2 3 2 2 2 3 3 3 2 2 3 3 NOTE 2. 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 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 211 1 1 2 1 , 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2I 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1" LESS. H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 273 2 2 2 3 2, 3 2 2 2': 3 3 3 2 2 3 3 3 4 3, 2 3 3 3, 4 3 3 4, 4 5. DESIGN PRESSURE LIMITATIONS: 32.000 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 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 - _ -- BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 112 1 , 212 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2, 2 2 3 2, 3 2 2 2', 3 3 3 2. 2 3 3 3 4 3 2 3 3 3 4 3 3 4,4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2!; 3 2 3 2I 2 2 3 2 3 2 3 21 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4; 4 SIZE AND GLASS TYPE IS AVAILABLE. 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 2 6, SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE A,B,M 2 21112k,2' 2, 3 1 2 2 3 2 3 2 2 2 3 2, 3 2 212 3 213 213 2! 3 3 412 313, 3 3 4 3 3 3 4 3' 5� 313 4' 4 REQUIREMENTS. 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 40.000 H,I,J,K,L 2`2 1 ! 2 2 2 2, 3 2 2 2 3 2 312 2 2 3 2 3 2' 3 2, 3 2 4 2 3 3' 3 3 4 2 3 3 4 3 5 3 3 3 4 4, 5 3 3 414 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2;2 1 ' 2 2 2 2 3 2 212 3 2 3 2 2 2 3, 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 TABLE KEY: PSF 79 MAX. PSF 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 (DP LIMITED) 118 44.000 H,I,J,K,L 2 2 2' 2 2 212 3 2 2 2 3 213 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 414 5 3 4 4 5 HEAD 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 JAMB ABOVE 2 3 AB,M 22222: 22322232, 3LL242;3333' 4233, 334233435333445344: 5 MTG. RAIL JAMB BELOW " is r a �3 dlb PSF 79 79 m sa. !§ f_ C,D,E,F,G, 2 2 2 2 2 2 2 2 2 +3� 42 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG. RAIL �° '� 48.000 H,I,J,K,L 212 2' 2 212 2 3 2 2 2 3 3 4 2 3 3 3 3 4 3, 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5, 5 "°==ram" � r 'L( 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) ABM HEAD 2 2 2 21 2 2 j 2 2 3 2 2 2 3 314 2 3 3 3 3 3 4 3 4 2 3 3 4 3 5 3 3 314 3 5 3 3 4 5 4 6 3 4 515 JAMB ABOVE 2 3 PSF 72 79 1 79 MTG. RAIL pp1Y LYNry , C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB BELOWL1GENgF ��<1 53.125 H,I,J,K,L 212 2I2 212 2T3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3'4 3 3 3- 4 3 5 3 3 41414 6 3 4 4 5 4 —6 3 4 5 6 MTG. RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR _ * No. 58705 FULL DP - .•*� 212 2' 2 2;2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3' 4 3, 3 3 4 3 53 3 4 4 4 5 3 3 4 5 4 6 3 4 4 5 _� ;� ''�-{ Izz 'o7441 N.VENICEE,FL 275 ANCHORAGE SPACING, 1/1 WINDOWS �O.p,C'�•. 66ST�ATE dH' ` ..•'•4(/ (941)480-lsoo '•:c<ORIDP.. 'G���� �` rseveaey: ire: ReWeldra: CERT.OFAUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT �'�,;- 1 ENS.\ JR O6/O6/17 G NO CHANGES THIS SHEET. CGPYRIGHT®2on s xroaec sin: sneer wewmRW ate: A. LYNN� E. crews ey: care: cnacxeee. Dare: RGT mousTRlEs.wc T SH700 NT$ 8 11 4040-20 G FL P.E.#58705 F.K. 7129106 J.J. 2123107 ALL RIGHTS RESERVED ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 - 1/4"ELCOULTRACONS OR#12 SCREWS INTO METAL SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 I 67.155 74.655 76.000 2- 1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE. 0 U U U U 0 U U O U U U U U U U U Tco) oo 3-#12 SCREWS c� 0ZZOZZcnO Z zr� 0 z zro0 z Zc� O Z Zc� O ZZr� OWINDOW GLASS NpC, o oo � + 0 - ONONO � ONONO ^ ONONOPONONO � ONONOrONO 2. ANCHORLOCATIONSAREBASEDONTHE WIDTH TYPE U U �y U U 2 U U U U U U U U U U ?� FOLLOWING DIMENSIONS: 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 HEAD- 18 1/2" MAX. FROM TOP CORNERS H,I,J,K,L JAMBS- 17 1/2" MAX. FROM TOP CORNERS 19.125 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22342 3 2 3 2 2 2 3 2 15"MAX. FROM BOTTOM CORNERS ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX. BELOW MTG. RAIL 1 1 1 1 1 1 212 2 1 2 2 2 2 2 1 2..2 212 212 21212 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 SILL-ANCHORS NOT REQUIRED PSF 79 1 1 3. INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 i 1 1 1 1 1 1 1 T22 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24.000 H,I,J,K,L g 1 1 1 1 2 2 1 1 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 3 2 3 22 213 2 3 2 2 2 3 23 2 2 2 3 2 NOTE 2. ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 , 1 1 1 1 1 2 2 1 1 2 2 22 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2, 2 3 2 3 212 213 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS PSF 68 77 ARE 1"LESS. 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 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 9 1 1 ! 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2! 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 313121413 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A ABM 1 1 1 1 1 9 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 } 1 1 1 1 1 212 2, 2 2 2 2 3 2 2 2. 2 3 3 2' 2 3. 21 3, 3 3 2 3 3, 3 3 2 2 3, 3 4 3 3 2 4 3 4 3 3 2 4 3 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE PSF 59 67 79 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,G, 1 1 1 2 1 1 2 1L223 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 1 1 1 1 1 , 1 2I 2 2 2 2 2 2 ' 3 2 3 3 2! 2 3 3 3 3 3 3 4 3 3 3 3 2 3: 3 4 3 3'' 2 4 3 4 4 3 2 4 3 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. A,B,M 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 122 2 212 2 22 2 2 3 2 3 3 2i2 3 3 3 3 313 4 3 3 3 3 213 3 4 3 32 4 3 4 4131214 3 PSF 54 79 62 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 40.000 H,I,J,K,L 1 1 1 ; 1 1I1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2i2 3 3 4 3 3 314 3 3 3 3 3 4 3 4 4 3 31423 414 3 3 5 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY: A,B,M -- 117 1 ; 1 1! 1 2j2 2 2 2 2 2 3 2 2 33 3 3 2'' 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 ' 3 4 3 4 4 3 3 53 MAX. PSF PSF 49 79 56 79 79 (DP LIMITED) 117 C,D,E,F,G, 2 2 2 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 44.000 H,I,J,K,L l F11 ; 1111222 '2223322333423334433434433434433434 '43354 JAMBABOVE3 3 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 MTG. RAIL 1 ( 1 1111222222332233342333443343443343443343443354 JAMB BELCW € e? PSF 45 74 51 74 79 79 MTG. RAIL fi c�pwc' i 1 "� D•L�3 C,0,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 1 1 j q 1T1 2 2 2 2 212 3 g 2 2 3 3 3 4 3 3 3 3 4' 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 : 4 4 3 5 4 (FULL DP) r 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 ''p`t 1 A,B,M _ 1j1 1 ' 1 7T1 212. 2. 2 2' 2 3 3 2 2 3 3 3 4 3 3 3: 3 4 4 3 3 4 4 4 4 3 3 4, 4 4 4 4 3 5 4 4;. 4 4: 3 5 4 JAMB ABOVE 2 2 PSF 41 67 46 67 1 76 79 MTG. RAIL ,` N1' LYN 7, C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 T23 3 2 3 JAMB BELOW P��;. '�10ENyF M/l�8'; 53.125 H,I,J,K,L 1�1 111 1 1 2T2 2 ': 2 212 3ry3 3 3 3 3 4 4 3 3 4 4 414 3 3 4 4 4 4 3 3 4 4 5 5 4 5' 5 4 3 5 4 MTG. RAIL * No. 58705 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 3 2 3 SEE TABLE 2 FOR *_ A,B,M _.r_ _:i _ � _,__ FULL DP '111 1 , 1 11 212 2 2 2 2 313 3 3 3 3 4 4 3 3 4 4 4 ' 4 3 3 4 4 4 4 3 3 4 4 5 4 4 5 4 4 3 5 4 =v . 1070 TECHNOLOGY DRIVE 01 °� 44) N.VENICE FL 34275 ANCHORAGE SPACING, STANDARD VIEW =pis` sT TE o ; (941)4bo-lsoo , :C��'• '�<ORIDP..•' ���� Fere1By. �� �wNona. CERT.OFAUTH.#29296 ALUM. SINGLE HUNG WINDOW IMPACT '�, S/p .•�NG\,� JR 06/O6/17 G NO CHANGES THIS COPYRIGHT02on a sce�: sreee ' '�7 ` rnswR ey: ire: cn�reee. Here: AVUSMES,INC. . LY'NNIII ly l4L ,P.E. F.K. 7129105 J.J. 2/23107 acrirvHTSRESERVE ALL RIGHTS ReseRveo SH700 NTS 1 9 e 11 j 4040-20 G FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8l JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1 - 1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 1 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL ANCHOR TYPE: 0 U U O U U O U U 0 U U 0 U U 0 U U 0 U U 0 U U 2-#12 E RE SS4 CRETE-FLEX m 0 Z Z m 0 Z Z m 0 Z z C, 0 Z z c°m 0 z � z m 0 z ' z c' 0 Z Z v) O Z Z 3-#12 SCREWS WINDOW GLASS ci p N O O N O N 0 0 NON O r o NON O O N O N O O N O N O O N O N O O N O N O r 0 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WIDTH TYPE � U U U U U U U U � U O � U U U U ?� U U DIMENSIONS: D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD- 18 1/2"MAX. FROM CORNERS 19.125 K,L 1 2 2 2 2 2 2 Z 2 2 2 2 Z 8 2 3 3 2 8 3 3 3 JAMBS- 17 1/2"MAX. FROM TOP CORNERS 11 1/2"MAX. ABOVE THE MEETING RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX. BELOW MTG. RAIL 24.000 K,L 1 1 -_._..1 2 2 2.._ 2 2._ 2 _..-.2 2 _._...3 3 2 3..... 3 1 2._1 3 3. 1 3 _.. .3 3 __.._.3 _4..._. 15"MAX. FROM BOTTOM CORNERS D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 32.000 K,L 1 - 1 2 2 2 3 2 3 3 3 3 3 2 3 4 1 3 4 4 3 4 5 3 5 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. K,L I 1. .1 2 . 2 2 -- 3 _2 . 3 3 3 4 3_ 4 4 5. 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ... .. . . .......4 3. . .. 3 3... . . 4 5 _. ... ... WINDOWS ARE 12 5/8" MIN.TO 38"MAX. PSF 79 79 79 79 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1" LESS. PSF 79 76 79 77 79 79 79 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 _ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM �_ ---_. _2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 1 79 79 71 79 73 76 1 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS ___ TYPE IS AVAILABLE. K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 B 6 5 6 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 71 79 64 74 66 77 69 69 TABLE 7. KEY: :5:312:5:[D,E,F,J. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 _ _ _ MAX. PSF K,L 1 1 1 2 2 2__ 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR (DP LIMITED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG. RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o FULL DP U U 0 z z 0 c U 0 z U 0 z U o z 0 0 0 z O z z () O N Z Z �"� O N Z Z �'+ O N Z z O N Z Z C7 O N Z z m O N Z Z m O N Z r. Z M O N Z Z WINDOW N O O O N O O N 9 O O N O O O N O O N O O O N O O O N O O O HEAD 2 WIDTH 0 0 $ O 0 3 0 0 0 0 3 0 0 0 0 3 0 JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG. RAIL 24.000 2 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8. KEY: PRODUCa REVISW - d-- E-'av't}'i;w Figs 79 MAX. PSF """'"'°Ca& 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 Acsc9 ra:ca I �' (DP LIMITED) 112 F,.r. ssa Ocee ` 21 40.000 74 JAMB BELOW 2y 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 MTG. RAIL mi U� \v ' 44.000 2 2 2 2 2 28 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 (FULL DP) 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 JAMB R�L 2 - .' No. 58705 73 58 66 72 SEE TABLE 3 FOR 53.125 2 2 2 2 2 2 3 3 3 4 3 14 4 1 3 1 4 15 3 4 5 3 5 5 3 5 FULL DP ' 1070 TECHNOLOGY DRIVE S ATETE o DB'OiPdO"` � '�` '� N.VENICE,FL 34275 ANCHORAGE SPACING, CUSTOM VIEW :d`S,•'•:'<ORIOP..•' (941)480-1600 G\ RevaE By Dab: ReWslans: CERT.OF AUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT ��''S��NALl EN�` JR 06106117 G NO CHANGES THIS SHEET. s ,l; Bml.; srb.r DrexerpR.. R., A. LYNN 011 R, P.E. Dm .By: Deb: Ch.ck.CB. Dale: pGT INDUSTRIES,IINC. c d F.K. 7129105 J.J. 2&3107 ALL RIGHTS RESERVED SH700 NT$ 10 11 4040-20 G FL P.E.#58705 EXTERIOR INTERIOR* NOTES: 1-3/4"MIN. EDGE VVV��� WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2&3) APPROVED 1/4" ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2" MIN. EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC.,2-1/2"E.D. FOR (CRETEFLEX ANCHOR) (SEE NOTE 1 & 3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (SEE NOTE 3) 1" MIN. EDGE 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#12 STEEL SCREWS (G5), CO KSI MIN. 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"P1 x 2-1/2"COMMON NAILS(F1667 NL CM CONCRETE ° . . . S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10---FIN MOUNTED ° 7 1 3/4"MIN. ONLY(SEE DETAILS E, F AND G THIS SHEET) OPTIONAL 1x �� 1 3/8" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE WOOD BUCK } MIN. TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE (SEE NOTE 3) :A �_ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/4 AX. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. 4. FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM Mom'SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL B DETAIL A THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-1/4"MIN. EDGE(CMU) 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 2-1/2"MIN. EDGE (ULT./CRETEFLEX INTO CMU &CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN 1-3/4"MIN. EDGE(GONG.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED, 114"MAX. SHIM--�� �-- 1 3/8„ 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 6. FLAT HEAD ANCHORS,WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. 1/4" MAX. SHIM 1—� 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO O —� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, 1"MIN.EDGE FLORIDA BUILDING CODE. ° FH BELOW MEETING RAIL. (SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING P 3.35 KSI MIN. CONCRETE RAIL. (SEE NOTE 2) OR 1.5 KSI MIN. CMU 4 INTERIOR (ALL JAMB DETAILS) qlx BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D 15 TYPICAL FLANGED JAMB ANCHORAGE 1/4"' 5/8" MIN. EDGE 2-1/2"EMBEDMENT MAX. SHIM 1/4" O —WOOD FRAME MAX. WOOD FRAME `SHIM 0 131" DIA. MIN. 5/8" MIN. EDGE PRODUCT PEvlS€t) as compiying awilh @are Flcmida 2-1/2" EMBEDMENT x 2 1/2"NAIL, e;IdT,L Cc%e .131"DIA. MIN. AT CORNERS serirascv No @ -�07Crsc.08 ''r�^Et�aiic+a Date d x 2 1/2" NAIL, AND 5"O.C. i,• 'Z @ AT CORNERS WOOD FRAME By AND 5"O.C. 5/8" MIN. EDGE t>ti%-ini )ade€rod tC~rP --�1/4" .131"DIA. MIN. x 2 1/2" NAIL, O . �Y LYNN i. AT CORNERS •00 .l ,.• �10ENSF SHIM '•%�'� AND 5"O,C. 2-1/2"EMBEDMENT Q •. DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) -= * :' NO. 58705 - TYPICAL INTEGRAL FIN ANCHORAGE 1070TECHNOLOGY DRIVE om�'aae^' �O„�••• STA E OFN.VENICE,FL (941)480-1600 ANCHORAGE DETAILS SS/ONAL RareeBy: Dale. RermJcna. 429296 ALUM. SINGLE HUNG WINDOW IMPACT 'yl JR 06/06/17 G REVISED TO MATCH NEW 2017 FBC ANCHORAGE. CERT.OF AUTH. , DI81vn BY Dafe: Checked By. pale: COPYRIGHT02017 � SwlesMotlet Smk: Sheet Drewft Na Rer A. LYN Mltt R, P.E. F.K. 9/1/05 J.J. 2/23/07 PcnwHTS RESERVED iVc, e, nuRicHTSReseaveo SH700 PITS 11 11 4040-20 G FL P.E.#58705