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HomeMy WebLinkAboutProduct Approval Planning & Development Services Department a Building & Regulations Division JoREF-EW Wm-R Product Review Affidavit Building Permit# Owners Name HARRISON Applicant: KAMRELL WINDOWS & DOORS Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +37.9/-41.1 +64/-80 PGT SH700 16-0714.06 IMP FLANGE Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors +36.3/-39.4 +50/-50 PLASTPRO PHD60/68 FL 15187.3 OPAQUE Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert.No. Date: Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 HARRISON 1545 NW BUTTONBUSH CIRCLE PALM CITY, FL 34990 Tf t() CO 4 =N Q ry I — " to Ll N i� I I r } ~ W U I 7 I h d a / O J W U Z � a V t0 to V S l~.1 •-� H m W O a v ZOO N in W \ D t m ~ O lD V1 ? LL W z0 to o `+ O � cr Ln = V1 J V1 tD Ln C' LL L Ln i V p n O tA Lm C Vi Fe D O 0 X Q a a X Ln a n 0 2 w JY f, LL YL V H I MIAMI-DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION i 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) r vw.miamidade.eov/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—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. RER 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 i through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, 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 NOAH 15-0519.08 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. AFEE WE"'gVl;iM1l�j NOA No. 16-0714.06 MIAMI-DADE COUNTY p (1e2 1 r Expiration Date: March 26,2021 1611,21 (F Approval Date: August 18,2016 { Page 1 l PGT Indnstries,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 I I of 11, dated 09/01/05,with revision F dated 05/15/16,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 FVC fixed window and an alurninum sliding glass door, using: Kodispace 4SG TIPS spacer system, Duraseale 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 F'TL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, 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, 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 Per ,"PIE. Product Control Evaniner NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I' 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. FTL4645, dated 08/1 I(05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.05) 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 10/05/05 and 08/11/05,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, TATS 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., 'rest Reports No. FTL-4947 and FTL-4654, dated 08/11/05, both signed and settled by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.0 1) 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-4948 and FTL-4646, dated 08/1.0/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) Manuel P�fez,h'.E. �- Profluet Contra]Muer NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 i PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.1.7 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16, F. STATEMENTS 1.. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 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-4649, FTL-4723. FTL-4947, FTL-4650, FTL-4948 and FTL-4646, 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. G. OTHERS L Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 07/09/15 and expiring on 03/26/21. Manuel Perez,l.E. Product Control Eamy ' ner NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,201.6 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: e2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION A. 5/16" LAMI CONSISTING OF(2) LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE® •ALUMINUM DESIGN MANUAL,ADM-2010 PVB(BY KURARAY AMERICA, INC.) eAlsl-sloo-o7/sz-zolo OR .090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B. 5/16"LAMI CONSISTING OF(1) LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5/16"LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®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 BUTACITE®PVB(BY KURARAY AMERICA, INC.) OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1) LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090" KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F. 7/16"LAMI CONSISTING OF(2) LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA, INC.) SHEET OR .090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES............. 1 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 GLAZING DETAILS............2 .090" KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 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 ELEVATIONS..................... 4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB(BY KURARAY AMERICA, INC.) VERT. SECTIONS............. 5 OR .090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ. SECTIONS............ 5 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 PARTS LIST....................... 6 WITH A.090" KURARAY BUTACITE® PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS.................... 7 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 CORNER DETAIL.............. 7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE.................... 8-11 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 OF 3/16"HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB(BY KURARAY AMERICA, INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 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 A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR .090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13/16"LAMI IG: (1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16" LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 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. PRODUCT[ZEV15clR 5.SHUTTERS ARE NOT REQUIRED. ase(ling yiagCalwith tf� kl ei Buil( de Cl ) ' Aecephwce)du 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 6;xi4vnt' n D to 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. li'�; ede proJssct Cants -- ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. r, 9. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). , 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. Revsd By: Dale: ReWsf.ns: D.vafFtlon: JR 05105116 F ADDED SPACERS TO SHEET 2. GENERAL NOTES ` Revadey: Dere: Revisions: 107N VENIC-HNOLOL QD DRIVE .l R.vedBy: D.i.: R.vlsiww: ALUM. SINGLE HUNG WINDOW, IMPACT , . , P.O.BOX 1529 Drew•By: Del.: ehecFede. Det.: NOKOMIS,FL 34274 Risibly Better swlemNae.t "' &'a°` W.MrpN.. Rer. A. LYNN ER, P.E. F.K. 911105 J.J. 2123107 SH700 NTS 1 �� 11 4040 20 F FL P.E.#58705 Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 1/2"NOM. 1/2"NOM. 74 Cardinal XL Edge Spacer 8__ GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8118&8970 70 37 70 371/8"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" NOM. 7/16"LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 NOTE: 71-74 71-74 EXTERIOR INTERIOR LAMITE IG OUTBOARD a UPGRADED T MAY 1 1 (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN "PVB"= DESIGN PRESSURE. KURARAY BUTACITE® 1/2" NOM. 1/2" NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE ® or SAFLEX PVB INTERLAYER BY EASTMAN 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 7/16"LAMINATED AIR SPACE AIR SPACE 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 PRODUCT REVISED ALUMINUM ns complying with the n`hd & REINFORCEMENT Building Code q SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA A�ptaucc pTo l�j.. } tt§-, -j STRUCTURAL BUTYLENE Fx irat' Date Y` t SILICONE SEAL 5/16"NOM. p STRUCTURAL 5116"NOM. 1/4"NOM. FOAM 3/16"NOM. SILICONE SEAL Bye 'Lf I t POLYISOBUTYLEN BUTYL& WITH DESICCANT ROLL-FORMED Miami Dade Product Con nzV .i WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS 0. INT.GLASS INT.GLASS INT.GLASS INT.GLASS 7, KODISPACE 72 SUPER 73 DURASEAL® 74 XL EDGE TM 4SG TPS SPACERIDNTM SPACER SPACER Rood W.. Dote: Ro*b : JR 05105116 F ADDED SPACERS. GLAZING DETAILS Roved By; Deb: HeHskm: 1070 TECHNOLOGY DRIVE ,. N.VENICE,FL 34275 " Reved W. Deb: ReWdans.� ALUM. SINGLE HUNG WINDOW, IMPACT '- ; I'CL� -' P.O.BOX 34 �_ _ �. Ren. A. LYNN MILLER, P.E. Ong.BY. Deb. Dhecked6 fib: NOKOMIS,FL 34274 Visibly Berner a F FL P.E.#58705 F.K. 911105 J.J. 2/23/07 SH700 FUII 2 17 4040-20 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 11011 WIDTH GLASS TYPE 63" 66" 68" 70" 72•' 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 50'1 A,B,M +80.0 80...0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,0 -79.0 „X, SH 52• A,B,M +60.0 800 +800 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531/8" A,B,M +80.0 -80.0 +800 -80.0 +79,6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 -800 -50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -50.0UP TO 53118C,D,E,F,G,H,I,J,K,L +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 3iff 4'• 50 5/8" 63" 72" 74" 76" MEETING RAIL 48•• A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 50" A,B,M +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 52 A,B,M +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 631/8" A,B,M +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 +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 W1 T. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) MINUS WIDTH GLASS TYPE 17 1/8" 22 11/16" 28 3/16" 33 3/4" 39 5116" 4413/16" 603/8" 55 16/16' SASH 531/8" D,E,F,J,K,L4©1 +80.0 -80.0 0.0 -80.0 +80.0 +8 -80.0 +80.0 -80.0 +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) FTL-4647, 4648 C. 5/16" LAMI-(1/8"HS,.090,1/8"HS) FTL4647, 4648 -- D. 7/16" LAMI-(3/16"A,.090, 3/16"A) FTL4645, 4885 E. 7/16" LAMI -(3/16"A,.090, 3/16"HS) FTL-4645 PRODUCT RFVi,0D F. 7/16" LAMI- (3/16"HS,.090, 3/16"HS) _ FTL-4645 _ as c€snPIN'j"gr taitl the Pi da G. 13/16" LAMI IG- 1/8" T, AIR SPACE, 5/16" LAMI -(1/8"A,.090,1/8"A) FTL-4646, 4723 _ _ Budding("'& r tp -- Acccptnncc Na l4as-0 Imp, H. 13/16" LAMI IG- 1/8" T, AIR SPACE, 5/16" LAMI- (1/8"A,.090,1/8"HS) FTL-4646 1=t�"j�n Date _ ) I. 13/16" LAMI IG- 1/8" T, AIR SPACE, 5/16" LAMI-(1/8"HS,.090,1/8"HS) FTL4646 try . J. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/16" LAMI-(3/16"&.090, 3/16"A) FTL-4649, 4650 'm°1 ) Prodtwa Cot r K. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/16" LAMI-(3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L. 13/16" LAMI IG- 1/8" T, AIR SPACE, 7/16" LAMI -(3116"HS,.090, 3/16"HS) FTL-4649, 4650 M. 13116" LAMI IG- 1/8"A, AIR SPACE, 5/16" LAMI- (1/8"A,.090, 1/8"A) FTL-5063 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 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. p 4. GLASS TYPES C, G, H,AND I MAY BE USED IN SASH ONLY rl Rewd By: Dal.: R.Nab.a: T?mdBy: Dere: R.Nsl.ns: 1070TECHNOLOGYDRIVE DESIGN PRESSURES ' N.VENICE,FL 34275 JB1 Rsvad By: Dae: R.Nslons: ALUM. SINGLE HUNG WINDOW, IMPACT „ ,'� P.O.BOX 1529 A. LYNN MILLER, P.E. NOKOMIS,FL 34274 Visibly Better s�BB'Ma°e0 sn..e aaai,q rt.. R.e DMMBY Dere: Uh .dB. Dal.: SH700 NTS 3 �� 11 4040-20 F FL P.E.#58705 F.K. 911105 J.J. 2123107 53 1/8"MAX. FLANGED WIDTH 52 1/8" MAX. I.F.WIDTH 49 5/8"MAX. FIXED C I� DLO(ALL) DD AX — — 75 MAX. 75" MAX. N48114"MAX. LF. A A I.F. I.F. SEE TABLED � HEIGHT SEE DLO HEIGHT SEE DLO C HEIGHT DBLE O 76" TABLE OL MAX. J� LA MAX. J� L MAX. 7 FLANGED FLANGED FLANGED HEIGHT HEIGHT HEIGHT SEE DLOTABLESMAX SEE DLO X SEE SEE DLO XSEE (MAlX.) HEIGHTTABLE NOTE 4TABLE — NO E 4 J� 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. HEIGHT E HEIGHT SEE DLO SEE DLO TABLE O TABLE O j 76"MAX. 76" MAX. FLANGED FLANGED HEIGHT HEIGHT PRODUCT'FtEV15&L3 20" T 20" tis complying with dw vNmw SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH Ijnaa ny cn HEIGHT HEIGHTt ' l4t52te _ gl y B �4iami�ade PmdrmtQr�. sr$r DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) 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. I I_/6 Revel BY Oafe: Revisions: �Bp�e�'' 7070 TECHNOLOGY DRIVE ELEVATIONS Ravatl ey: Dere: Revlslons: N.VENICE,FL 34275 ' Ravee ey: Dare: Ra0.1.s: ALUM. SINGLE HUNG WINDOW, IMPACT P.O.Box 1529 A. LYNN MILLER, P.E. �rewn ey: Dile: eneaxeee. Dela: NOKOMIS,FL 34274 Visibly Better $B"a`"'70 �N 74t I o�nmv R^. RaF FL P.E.#58705 F.K. 911105 J.J. 2123107 SH700 NT$ 4 a 11 4040-20 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 —n. INSIDE INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10', 1,15,16 — - - - - - - - - - — - - - - - - MAX, pU p �n p + 6� FIXED �L eJ J 2.710" LITE DAYLIGHT 25 OPENING OUTSIDE 25 t-"'--- MAX, FIXED LITE DAYLIGHT OPENING 1 MAX.WIDTH SECTION A-A 6 23 OUTSIDE — INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 50 MAX. HEIGHT 21 2.946 1 HIGH 1 OUTSIDE SILL 2.330 I 1 LOW SIL j 11 AL MAX. VENT 2 DAYLIGHT 49 HIGH SILL 4g LOW SILL HEAD JAMB OUTSIDE UTSIDE 68 2.710" 2$ I.F. FRAME � Il PRODUCT REVISED 53 as crnztplying with the Amilk OUTSIDE 1 Nndt<ting Loft Attoyahmw�IG-6,714,0 Il cyP,aI !Yate 53 6 raY 4. 52 2.330" 2.948" 6'aaui Y¢ti.,PrzzkVc�Y t.� tt ) (LOW SILL) {HIGH SILL} 63 �; } SEE NOTE ABOVE 54 64 77 74� 3 30 12 ULTRALIFT 69 67 ONLY ULTRALIFT SECTION B-B 12 ONLY SECTION C-C –� (LOW SILL SHOWN) ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL-FLANGED VERSION) Roved BY Data. ReNabns: t»sulPtlon. t RevedBp Date: RevAeions: 1070 TECHNOLOGY DRIVE SECTIONS ��- u N.VENICE,FL 34275 : , ReVatl By: O.W. ReN6lans: P.O.BOX 1520 ® ALUM. SINGLE HUNG WINDOW, IMPACT ..� .. Dre By' Date: checkedB. Dere: NOKOMIS,FL 34274 Visibly Better D'i 'w Rmn A. LYNN MILLER, P.E. F.K. 911105 J.J. 2123107 SH700 Half 5 at 11 4040-20 F FL P.E.#58705 ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE- .135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 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, 1116 X 1/2-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 i 4025 ISASH STOP(EGRESS) 1.125 LONG 612244 r,8 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318", 518",OR 11116" SILICONE, DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 A GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 11 #8 X.750 PH. PN.SMS 7834AA B. GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT C. GLASS,5/16"LAMI,(1/8"HSA90 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 D. GLASS,7/16"LAMI,WVA.090 PVB,1/8"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1FPAX E. GLASS,7116"LAMI,(1/8"A.090 PVB,1/8"HS) 16 1080-1 IBALANCE COVER, 11/16" 6BALCVR670 85 F. GLASS,7/16"LAMI,(1/8"HS,.090 PVB,1/8"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; 1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 19 #8-32 X1/2"LG. PH. FH.TYPE F S. STL 7832X12FPFX 88 1.GLASS, 13/16"LAMI IG; 1/8"T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J. GLASS, 13/16"LAM] IG; 1/8"T,AIR SPACE,7/16"LAMI, (3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K. GLASS,13/16"LAMI IG; 1/8"T,AJR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 1235 WSTP...170 X.270 BACK,FIN SEAL 67S16G 91 1L. 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, 13116"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 1622 LAMISETTINGBLOCK 3/32"X25/64"X1" 71622K �0 3.455 36 1052 LAMI IGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ. BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME, I.F. HEAD 42 40448 GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16" LAMI 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 2.908 47 4071A FRAME, I.F. HEAD 64071 PRODUCTRfV`ISEl 48 4072A FRAME, I.F. LOW SILL 64072 2374 as emptying with 40,lquilile 49 4073A FRAME, I.F. HIGH SILL 64073 Building N f I4. Acrsptnnce No 50 4074B FRAME, I.F.JAMB 64074 [: nr.t' irate 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 .062 NOM >iy_� 53 1088 SPRING,SILL LATCH (EGRESS) 7SPRNG THICKNESS Miam de ProducfCwSe P 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 4.071 2.1 1f 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM 56 1630 SCREEN CORNER KEY W/RINGS 71630 THICKNESS 57 1631 SCREEN CORNERKEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F. JAMB OFRAME, I.F. HIGH SILL #40746, 6063-T6 49 #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) 8 � Raved By: Date: Retia .: DaeWCtbn' Reved By: Dere: Retial": 1070 TECHNOLOGY DRIVE PARTS LIST ' N.VENICE,FL 34275 ' - RavedBy: Dare: RaNatona: ALUM. SINGLE HUNG WINDOW, IMPACT '�. . . P.O.BOX 1529 B&� �a�. Sheet OnxlnpNo. Rer. A. LYNN'MILLER, P.E. Drewn ay: Dare: checked8. Oare: NOKOMIS,FL 34274 Visibly Better SH700 NTS 6 Ill 4040-20 F FL P.E.#58705 F.K. 9/1/05 J.J. 2/23/07 I.F. FRAME SEALANT ALQNG ENTIRE JOINT 1 or 47 n� �,-�I.F. FRAME I 2.784 ! I 1 11/ 2 062—► ( (1 I I 1.363 2.830 0 _ A62 6 or 50 FLANGE FRAME HEAD L / #4002A, 6063-T8 +--2.784--►� I —1.749— O FLANGE FRAME SILL (LOW) WELD #4003C, 6063-T6 6 Qr 50 ALONG SCREW SEALANT OR GASKET BOSS (2) 1 AT HEAD AND SILL Ll0 [--^-1.513-► 738 .062 .490 .040 1 062 I--1.451-{� � VIEW D-D VIEW E-E VIEW HEAD&SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB 7 #4025, 6063-T5 17 — — — — #4004, G063-T5 #4053, 6063-T5 .050 y' (USED AS RADIUS TOP HEAD) �I 1.165 [-- L —yt .678 —^! 1.342 2.326 ! 1.096 2.279— I .0627-1.34U U41 GLAZING BEAD 5/16 #40398,6063-T5 .062 q 5 1.707 .062 1.979 l 31 SASH SIDE RAIL .062 1 #4008, 6063-T5 21 FIXED MEETING RAIL Zg SASH TOP RA---IL.__LLL. @SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6Q #4006C, 6063HS-T6 #4007, 6063-T5 050- ►� .678 050 1.096—E-e--�( GLAZING BEAD 5/16" r omplyigwit Ill, .678 42 as complying with!Y�l�tatsJn #4044B, 6063-T5 73ndldaig Code 2.326—�-{ Accoptxncello .062 1,096—I�' I� {USED WI GRILL KIT} rza�Dpatt�{c ® : ( 2.946 44 GLAZING BEAD 7/16" #4222, D.11man agile Pa 4s Con roti. 3.446 6063-T5 � i 4�f F2.638 .683 ,050 .062 _ 678 .0504► i—(t Q GLAZING BEAD, 13/16" IG Imo-- 2.784 1,115 46 #4p67, 6063-T5 69 FLANGE FRAME SILL (HIGH) 6g SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" #4050A, 6063-T6 #4051 A,6063-T5 #985C, 6063-T5 {USED W/GRILL KIT} / �f r RevaC By: Date: Reviabna: DaxfnLb,. Rerefer Dare: R&M . 1070 TECHNOLOGY DRIVE EXTRUSIONS& FRAME CORNER DETAIL : N.VENICE,FL 89275 = t Retwtl By: Dale: ReNatom: ® ALUM. SINGLE HUNG WINDOW IMPACT P.O.BOX 1529 � Deevm ey: pate; Checke68. Dere: NOKOMIS,FL 34274 Uisibdy Better `' '�'fodet sem»: "' amwsxarw. R. A. LYNN MILLER, P.E. F.K. 9/1105 J.J. 2/23/07 SH700 Half 7 a 11 4040-20 F FL P.E.#58706 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 - 1/4"ELCO TAPCONS 2- 1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: M O z Z M p N Z Z m O N Z Z M O N Z Z M O CN Z Z M p CN Z Z M p N Z Z co O N Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS cti O O C O O N O P O N O P O C4O O NO O N O O c f O O FOLLOWIING DIMENSIONS. WIDTH TYPE 0 U U U U U U U U U U 3 U U U U � U U HEAD- 18 1/2"MAX. FROM TOP CORNERS C,TYPE 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 JAMBS- 17 1/2"MAX. FROM TOP CORNERS 15"MAX. FROM BOTTOM CORNERS H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 ! 1 1 1 2 211 2 1 11 2 21212? 2 2 2 212 212 212 212 2 2 2 2 212 211 2 211 2 21, 21213 212 31 3 6"MAX. BELOW MTG. RAIL 19.125 1 1 1 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 _ _ 1 ! 2 V1 1 1 1 1 1, 2 1 1 1 1 2 22 1 112 212 212 2112121212112 2 1 2 21 2 212 2121212 212 21 2 2 1 2 2 3 211216113 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. H,I,J,K,L 1 12 11 1 11211112 1 2 112 2112 112 _2 2 2 1 2 212 212 212 212 212 213 212 2112 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 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR &B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 112 11, 9 112 112 112 1112 212 1 ; 2 2121212 212 212 212 212 212 213, 212 212 213 212 213 313 212 31. 3 ARE 1"LESS. 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 , - 5. DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 112 2 2 213 12 2 21 2 2 3 1 1 2 2) 3 213 212 2131213 212 213 3 3 212 313 314 3 2 31 3 314 31 3 414 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE 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 q g M I � _ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 2 1 12 2; 2 2'13 112 2 i 2 213 112 213 21 3 212 213 2131212 213 313 2121313 314 312 313 3114 31 3 41 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 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 MAXIMUM DESIGN H,I,J,K,L 21 2 1112 212 21 3 1 11 2 21 3 2 3 2 2 2 3 21 3 212 2) 3 2 3 2', 3 21 3 3114 2 3 31 3 3114 3 3 3 4 31, 51313 4 4 RESPECTIVE FOR 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS B,M _ — AVAILABLE. 212 112 2112 2113 112 2, 3 2113 2, 2 213 213 2 2 213 213 213 213 314 213 313 314 313 314 315 313.414 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 2 112 2; 212l3 212 213 213 2; 2 213 213 213 213 214 213 3 3 314 2 3 314 315 313 314 4; 5 313 414 a 2 2 1? 2 2 2_ 2 2 2 2 2 2 2 2 2 _ 2 2 ? ?4 325 3123 324 4? 2 ? 2 g'M 122122322232; 32' 221323213232:4233, 334233' ' 5313414 PSF 79 TABLE KEY: 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 z MAX. PSF 44.000 H,I,J,K,L 2 2 2112 212 213 2 2 2113 2' 3 2, 2 3' 3 214 2;3 313 314 213 3 3 314 213 314 315 3 3 314 45 314 415 (DP LIMITED) 118 PRODUC REVISED M 2 2 2 2 2 i>s emylying with the Rmide. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 Bu l4ing Code Ag' 2222222113222, 323223, 32423311331142; 3313314213 3114315333, 44; 534415 JAMB ABOVE 2 3 AceaPnncoNt, O C7 PSF 79 79 mat ,Due. +�2t MTG. RAIL D ;�,r��r 2 2 2 2 2 2 2 2 2 2 [314 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Miami ade I'ma7 ct Control ,' { 48.000 CHD,I,J,K,L 222 212 2 2 211 3 2 2 21 3 3�4 2 3 31 3 314 213 314 2 3 3`4 315 31 3 3 4 31 5 31 3 4 5 4, 6 3114 51 5 MTG. RAIL ' 2 2 2 2 2 2 2 3 2 2 3 2 2 B,M _ 222 222 222 223 222 2�3 314 213 3(, 3 3' 4 213 314 2 3 314 315 3! 3 314 315 313 4 5 4116 3114 515 (FULL DP) PSF 72 79 79 HEAD 2 it C p E F (, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 ±344 3 2 3 3 2 3 JAMB ABOVE 21 3 2 2 2 2 2 334213314342331434333;435 416 3114 4 5 4 6 314 5116 MTG. RAIL B M 2 2 2 2 2 2 2 3 2 2 3 3 2 2 3 2 3 JAMB BELOW MTG. RAIL 53.125 22222 2 A 212 2; 2 2 2 2 3 21, 2 213 314 2 3 3�4 314 2' 3 314 3114 313 314 35 4 5 3l3 415 4, 6 314 4' 5 /16 Rew By: O.W. RevA4bna: DeeW➢LYn. - Revatl By. vete: ReHsi°ns: LNOKOMIS, J34274 ANCHORAGE SPACING, 1/1 WINDOWS Troll "i, ' 14 R.ndEy: Deb: ReNaiens: ALUM. SINGLE HUNG WINDOW, IMPACT I Drewn By: D°te: Ch°ckeeB. Dere: Visibly Better s°"°`"'1v°°` ° ` D1B1""A"° R°r A. LYNN MILLER, P.E. F.K. 7129/05 J.J. 2/23/07 SH700 NT$ 8 a 11 4040-20 F FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4"ELCO TAPCONS WINDOW HEIGHT 2- 1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 7.4.655 76.000 3-#12 SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS n0 Z zmo z zmo z zmo z zmo Z ZQO z zmo Z zmo z z NONO { ONONOIONONOONONO � ONONO � ONONO � ONONOTONONO � O FOLLOWING DIMENSIONS: WIDTH TYPE 3: U U U U �y U U U U � U U 3 U U � U U U U 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 1 1 1 JAMBS- 17 1/2" MAX. FROM TOP CORNERS H I J K L 15"MAX. FROM BOTTOM CORNERS 19.125 1 1 1 1 11 1 1 21 2 2 1 212 2; 2 2 1 2; 2 21 2 2 2 2 2 212 212 21 2 2; 2 212 2 2 3 2 2 2 31 2 312 2 2 3, 2 6"MAX. BELOW MTG. RAIL 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 SILL-ANCHORS NOT REQUIRED 1 ; 1 1 1 1 1 1 2112 211 . 212 212 21 1 212 212 212121! 212[2 21212112 2 212 2 2. 2131, 2 212 312 312 212, 3'12. 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 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 NOTE 2. 24.000 H,I,J,K,L 1 1 1 j 9 1 1 2 1 2 1 1 1 21 2 21 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 3; 2 3 2 21 2 31 2 3 2 212 31 2 31 2 2 2 31 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 111 111 111 212 111 212 2, 2 2�2 212 212 212 212 212 212 312 312 212 312 312 212 3 2 32 212, 312 ARE1" LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: H,.E,F,L 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 C,D,E,F,G, 111 1 1 1 111 212 212 2 j 2 21 3 2 2 2: 2 3'' 3 2 2 3 3 3 3 3 2 31 3 31 3 21 2 313 4 3 3 2 4 3 41 3 3 2 4! 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M _ OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 1 1 111 1 1 212 212 212 213 212 212 313 212 3 3 313 312 313 313 2; 2 313 413 312 413 4113 31 2 413 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE 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 AND GLASS TYPE IS 37.000 H,I,J,K,L 1 1 1 1 1 1 1 2 2 2 2 2 j 2 21 3 2 2 2 3 3 3 21 2 3 3 3 3 3 3 41 3 3, 3 3 2 3 3 41 3 3 2 4 j 3 4 4 3; 2 41 3 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 111 1 1 2j2 212 2; 2 213 212 213 313 212 313 3; 3 313 413 313 312 , 313 413 312 413 414 312 413 PSF 54 79 62 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 111111222122 , 221322313332123134133134j3333j343,443134134143' 3513 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111 222 , 2222' 32123. 33132123134133, 34� 333334i34� 4313434143353 TABLE KEY: PSF 49 79 56 79 79 H,I,J,K,L 2 2 2 2 2 2 2 2 2 PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 117 Paomici,uvlsm 44.000 1 1 1 1 1 1 2 2 2 2 2 2 3 1 3 2 2 31 3 3 4 21 3 31 3 4 1 4 31 3 41 3 4 4 3 3 4) 3 4 4 31 3 41 3 414 3 3 514 HEAD 3 `� 'nlvt°�° "tt dw l A,B,M 2 _.. L 2 2 2 2 2 2 2 JAMB ABOVE 3 3 Bmidin code 41 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 ILL, 1 1 2 2 2 2 2 2 3131212 3 3 3 4 2 3 313 4 4 3 3 4 3 4 14 31 3 41 3 4 14 313 41 3 414 313 514 Ex at Date t X 21 MTG. RAIL t PSF 45 74 51 74 79 79 JAMB BELOW Mianu i3ei-"' ua crn �i C,D,E,F,G, 2 2 2 2 2 _- 2 .._-2 2 2 2 ' 2 i 2 2 2 2 3 2 2 3 2 2 MTG. RAIL ( I 48.000 H,I,J,K,L g 1 1 2 2 212 2 2 3 3 212 313 314 3 3 3 3 4 4 3 3 4;4 414 313 414 414 4 3 51, 4 4 4 413 514 ABM 2 2_ 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) 111 1 11 2221222332123j3 3 4 313 313 414 313 4'44:, 4313 44414413514444135j4 PSF 41 67 46 67 76 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 212 _ 4 5 5 4 3 5 4 MTG. RAIL 2 2 2 2 2 _-2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW 53.125 1111112222223333313443, 344414334; 4443, 344554, 35 JAMB H,I,J,K,L A,B,M 1 1 1� 1 1 1 2 2 2 2 2 2 3 3 3� 3 3 3 4 4 313 414 414 3, 3 414 414 313 44 514 413 514 54 413 5j4 �� R.v Sy. Dere: ReN Ws: ANCHORAGE SPACING, STANDARD VIEW vel ReBy Date: R.wem 1070 TECHNOLOGYDRIVE � N.VENICE,FL 3, - RevsdBy Dete: Revisions: ��� P.O.BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT ". Drewn By Dere: DnearedB. Dere: NOKOMIS,FL 34274 Visibly Better s�`1eSfi1o°et` ' ansae Dre»mB Rev. A. LYNN MILLER, P.E. F.K. 7129105 J.J. 2/23/07 SH700 NTS 9e a 11 4040-20 F FL P.E.#58705 z ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD &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 TAPCONS SUBSTRATE: #12 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 2- E SS4 CRETE-FLEX 3-#12 SCRREE WS TYPE: - 0 0rNU O O MO Z ZMO Z O cocO Z Z 2ANCHOR LOC ATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASSq N OO OC\f NO ONO ONONO O DIMENSIONS: U U U U U U U UANCHORTTYPEcM N HEAD- 18 1/2" MAX. FROM CORNERS O WIDTH 19.125 D,E,F,J, 1 1 1 1 1 1R21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS- 17 1/2"MAX. FROM TOP CORNERS K L 1 1 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 1/2"MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 24.000 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 15" MAX. FROM BOTTOM CORNERS K,L 1 1 _ 1 2 2 2 _ 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K L 1 1 1 2 2 2 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 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 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 3 4 3 3 3 4 3 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38"MAX. 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 1"LESS. -- -- 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 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM 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 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS _ ___.-_ __.___- 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 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 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 RESPECTIVE SIZE AND _ GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 1 79 64 74 66 77 69 69 TABLE 7. KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 27 3 2 3 3 2 3 3 2 3 -.. ..-- - MAX. PSF KL 1 1._.. _ 1 2 2 2 3 3 3 4 4 4 5 4 6 6 5 6 6 5 7 B 5 7 (DP LIMITED)F 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD _2 TABLE 8. JAMB ABOVE 2 MTG. RAIL SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o U v o U v o U v o U U O U U 0 U C) o U C) o C) FULL DP M O N Z Z �"? (� N Z c Z M O N Z r Z M O N Z r Z M O N Z Z M O N Z Z M O N Z Z M O N Z z HEAD 2 - WINDOW NO O ONO O ONO O ONO O ONO O ONO O ONO 0 0cli O O WIDTH 3 0 U 3 " 0 " 0 " " o 3 0 3 " " U JAMB ABOVE 4 PRODUUP REVISED 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2E 2 MTG. RAIL as cmiptyutg with tits Ftnwida 24.000 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 13uildist�Code Auee32.000 2 1 2 2 �21�2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 3 � 37.000 79 _ -__ 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 TABLE 8. KEY' M'Rmi C xle ProdrRlGOB rn4 74 MAX. PSF 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3T_3 3 4 3 3 4 1-3-]-4 4 3 4 (DP LIMITED) 112 68 78 JAMB BEL0011 2 44.000 2 2 2 2 2 2 _3T 2T3 -3--F3-[ 3 4 3 3 -4-T-3-1-4 5 3 4 5 3 4 MTG. RAIL 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 FULL DP _731- 58 66 72 JAMB BELOWB 9 53.125 2 L=2 22 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG. RAIL AIN Rered BY Bele: ReNsrona: BB"'le�'' Raved By: vete: ReWsrona: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, CUSTOM VIEW , N.VENICE,FL 34275 " '. R.MBY Bele: ReNsiww: ® ALUM. SINGLE HUNG WINDOW, IMPACT P.O.BOX 1526 Ba1eznl : gam; Bases BrewlnpRo. Rer. A. LYNN MILLER, P.E. Brews By: Oats: ChecketlB. Bale: NOKOMIS,FL 34274 Visibly Better , F FL P.E.#58705 F.K. 7/29/05 J.J. 2/23/07 SH700 NTS 10 a 11 4040-20 EXTERIOR INTERIOR NOTES: {ALL HEAD AND SILL DETAIL WOOD ANCHOR 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 1-3/4" MIN. EDGE CONCRETE ANCHOR (SEE NOTE 2& 3} ANCHOR TO CONCRETE EDGE IS 13/4". (SEE NOTE 1 &3) 2x WOOD BUCK 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) r 1"MIN. EDGE 1/4"SS4 CRETE-FLEX. 3.35 KSI MIN. 3, FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. CONCRETE " 1 318"MIN., 1/4"TAPCON4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ° TOTAL THICKNESS IS LESS THAN 1 1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 13/4" MIN., 1/4"CRETE-FLEX �'— INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x /r 1 3/8„ 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK C`L? > —1 MIN. ENGINEERED BY OTHERS OR AS APPROVED 8Y AUTHORITY HAVING JURISDICTION. {SEE NOTE 4) — — 5. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. � OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FW MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4 1 3/8 MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MlN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114"MAX. SHIM ► { — 1J4"MAX. SHIM { IIII►►►►---� r 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-3/4"MIN EDGE �i 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBG CURRENT, EDITION. tlllfilt* 71 CONCRETE ANCHOR, d WOOD ANCHOR, ' FH BELOW MEETING FH BELOW MEETING RAIL. (SEE NOTE 1 &3) 1 p RAIL. (SEE NOTE 2&3) 101 a 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN.CMU INTERIOR (ALL JAMB DETAILS) } L 1x BUCK OPTIONAL WITH SOLED CONCRETE L 2x WOOD BUCK EXTERIOR OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN. EDGE 2-1/2" EMBEDMENT MAX. SHIM 1/4" —WOOD FRAME —WOOD FRAME f� �S IM Istt.tmUt'f`i with w ro "�----��-� HIM��L ns rc+nplying>n-ith tiae C+pcaulae C. � Buil(Gtg C41fk 5/8"MIN. EDGE nru t,t o e lm€ O € .C? 131"DIA. MIN.-- r.x3irtc m t�zce . I 2-1l2"EMBEDMENT x 2 112"NAIL, .131"DIA. MIN. _ r. AT CORNERS By x 2 1!2"NAIL, AND 5"O.C. fiinuti )Bde Pro luct umtewd AT CORNERS WOOD FRAME i AND 5"O.C. 5/8"MIN. EDGE 1/4" 'DIA. MIN. MAX. x 2 1/2"NAIL, SHIM AT CORNERS AND 5"O.C. 2-112"EMBEDMENT DETAIL F, (HEAD) DETAIL E_(JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE Revsd By Dafe: Rom . �anlptlae. Ravad8y: Dere: ReNalons: 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS N.VENICE,FL 34275 Revel By: DM.: ReNslons: .,._.. ALUM. SINGLE HUNG WINDOW IMPACT P O BOX 1528 r Dmm Br Dare: Oneokad Dara: NOKOMIS,FL 34274 Vieibly&tter �e• °'m*"'8"a Rev: A. LYNN MILLER, P.E. F.K. 9/1105 J.J. 2/23/07 SH700 NTS ll ar 11 4040-20 F FL P.E.#58705 Florida Building Code Online Page 1 of 2 r mi Business & ' i AMSCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search u { Product Approval .'. I +,', USER:Public User FL 15187.3 PLASTPRO Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 6/8 IMPACT OPAQUE FIBERGLASS 11° FL# FL15187-R1 DOUBLE W OR W/O SIDELITES • Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. R11 Validation Checklist- Hardcopy Received Certificate of Independence FL15187 R1 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8CY%2b... 3/28/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15187.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15187 R1 II Inst 15187.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15187.1 for Design Pressure Ratings,any FL15187 R1 AE Eval 15187.1.1)df additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15187.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15187 R1 II Inst 15187.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15187.2 for Design Pressure Ratings,any FL15187 R1 AE Eval 15187.2.1)df additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15187.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or with t Grain/Rustic/Mahogany Series Sidelites-Inswing/Outswing(XX;OXXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15187 R1 II Inst 15187.3.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Lresign Pressure: N/A Evaluation Reports ther:See INST 15187.3 for Design Pressure Ratings,any FL15187 R1 AE Eval 15187.3.Ddditional use limitations,installation instructions and Created by Independent Third Party: Yes oduct particulars. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eChxl Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8CY%2b... 3/28/2017 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-15187.3 ApH128,2015 Product Sub Category Manufacturer Product Name Category Plastpro,Inc. Smooth/Woodgraln/White Woodgrain Exterior SwingingExterior Door 5200 West Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series Fiberglass Door Inswing/Outswing-"Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F. Schmidt, P.E.(System ID# 1998)for Plastpro, Inc. based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection,this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15187.3 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-15187.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390242 ASTM E 330-02 Testing Evaluation Laboratories,Inc. Lyndon F.Schmidt,P.E. TEL 01390242-IC ASTM E 1886/1996-02 Testing Evaluation Laboratories,Inc. Lyndon F.Schmidt,P.E. ETC 10-209-24714.1 ASTM E 330-02&E 1886/1996-02 ETC Laboratories Mark Sennett 2. Drawing No. Prepared by Signed&Sealed by No.FL-15187.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Miami-Dade NOA No. Materials Testing 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Co.) 4,90%1119181,91.B 4. Calculations Prepared by ��� .SC¢{ /�j �® Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) �' L; �G E N$ `'�� Lyndon F.Schmidt,P.E. 5. Quality Assurancea �® Certificate of Participation issued by National Accreditation and v °;e° NO �4`��`09 Management Institute,certifying that Plastpro,Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. STATE OF Lyndon F.Schmidt,P.E. 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