The URL can be used to link to this page

Home My WebLink AboutNOASCANNED MIAMI•DADE BY MIANII-DARE COUNTY 00 St. Lucie 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) i»vw.miamidsde.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 Rom 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 11SH-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 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 NOA# 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. �7 NOA No.16-0714.06 12 Na Expiration Date: March 26, 2021 Approval Date: August 18, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder 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 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 PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer® NXTIm 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. 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 un der NOA No. 07-032Z 06) Manuel Verpz-,17E. Product Control E er 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 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 tinder NOA No. 07-0322.06) 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, 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-4947 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-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 05-1018. 01) — —J Manuel P ez .E. Product Control x iner NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th 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. 14-0423.17 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 0/Kuraray Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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 underprevious 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 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.T., approved on 07/09/15 and expiring on 03/26/21. Manuel Pe ez, X. Product Control E am' er NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE (FOC), 5TH EDITION 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) •ASTM E1SM9 ' •AtSV"SPANOS-2012 FOR WOOD CONSTRUCTION A.5116'LAMI CONSISTING OF(2)LITES OF IB' ANNEALED GLASS WITH A.090' KURARAY BUTACITE®PVB(By KURARAY AMERICA INC.) -ALUMINUM TM-201DESIGN MANUAL,ADM1010 •a515T(pDTS2-2of 0 OR.090' SAFLEX•PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY) B. 6116" LAMI CONSISTING OF (1) LITE OF 1/81 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. 5116- LAM[ 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 3116- 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 3116- ANNEALED GLASS AND (1) LITE OF 3/161 HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090- KURARAY BUTACITEO PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/19' LAMI CONSISTING OF (2) LITES OF 311V HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC.) SHEET OR.C90' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES ............. I G. 13fl6' 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 (SY KURARAY AMERICA, INC.) OR .0901 SAFLEX- PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H. lW161LAMI IG: (1)LITE OF 11V TEMPERED GLASS, AN AIR SPACE AND 6116" LAMI CONSISTING OF (1) LITE OF I/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. 13116' LAMI IG: (1) LITE OF US' TEMPERED GLASS, AN AIR SPACE AND 6116' LAW CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS PARTS LIST...... 9 WITHA.OW-KURARAYBUTACITE PVB(BY KURARAY AMERICA. INC.)OR.090'SAFLEX•PVS NTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS ............. ........ J. 13/16' LAMI IG: (1) LITE OF'J/8" TEMPERED GLASS, AN AIRSPACE AND 7/16- LAM[ CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A PVBKURARAYAMERICA. INC.) OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL .............. 7 ANCHORAGE 8-11 .090-KURARAYBUTACITE (BY K. 13fl6' 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 W16' HEAT STRENGTHENED GLASS WITH A.090- KURARAY BUTACITE° PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116' LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16- LAM] CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A.09W KURARAY BUTACIT�VB (BY KURARAY AMERICA, INC.) OR.0901 SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 1311V LAMI IS: (1) LITE OF1/8' ANNEALED GLASS, AN AIRSPACE AND 5/161 LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .G90' KURARAY BUTACITEePVB(BY KURARAY AMERICA, INC.)OR.O9W SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (111. 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. CANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH II FOR ANCHORAGE DETAILS. ooucr REvu1sEDR� S. SHUTTERS ARE NOT REQUIRED. n °m14P^3 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.Tmm A�.ID21 7. REFERENCES: TEST REPORTS FTL-4845, FTL-4848, FTL-4847. FTL-4848, FTL-0849, FTL-4850, FTL-4657, FTL-0723, FR4957, FTL-495B AND FTL-5063. ANSVAFBPA NOS FOR WOOD CONSTRUCTION 02 Mfrmnt ao Pm4ud Gunrn� I ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TO. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. NDKOMI5.R-342N lru;Wy kNm """1e°" `" l' °"••`^ A. LV RE LItIZ,5870 P.E. w✓ anms .t.e zrzvm 5H)BO N7S i +if 4040.20 F FL P.E.p 58705 IQ-NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. LAMINATED GLASS 80,81 or 82 la' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .09D PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 12°NOM. GLASS BITE Part Description Material 71 Kommeding 4SG TIPS Spacer System 72 Ousnex Super Spacer nXTvAth Hot Melt Butyl this See tfo Sheer for 73 ODanex Dumseal Spacer Materials 74 Cardinal XL Edge Spacer nercnenee mm nervnia.aL<,,,, "e""a""," 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16°LAMINATED 7/16" LAMINATED GLASS 83,84 ar 8L5 71-74 < (EXTERIOR INTERIOR Y� (ALLSECTIONS) P. KURARAY BUTACITE YGLASSBITE OM. PVB INTERLAYER or SAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY W16° ANNEALED OR HEAT STRENGTHENED GLASS .09D PVB INTERLAYER V16' ANNEALED OR HEAT STRENGTHENED GLASS 5/16- LAMINATED L 17/16' LAMINATED AIRSPACE AIRSPACE 1/6' ANNEALED OR TEMPERED GLASS UB' TEMPERED GLASS 13/16' NOM. 13116' NOM. 13116" LAMI IG GLASS W/ 5116" LAM( 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7116" LAMI 89,90 or 91 WITHDESICCANT E%T.GLASS— NOM FOAM' WRH OESILCANi T35 @PlL LAMI IG OUTBOARD LITES MAY BE UPGRADED TO VIS' WITH NO CHANGE IN DESIGN PRESSURE. PRODUCTREVISED m wmnlYi •8 wilh 4n F1wid� DWldiee Cads I O Iu-.gb AacPlmm N" '�f Er ini Rffi Ey. Mi•ml T�e RMun . •,I11llr... KODISPACE 8 rs SUPER � "" 5 DURASEALO eXL EDGE _ '•,'` 4SG TPS SPACERO NXT SPACER SPACER � ,/ :, �. ^•JJ/I+I� ;• I: C JR �6 F MDEDSPACFFS. I•m IEGPIDIAGr DRNE GLAZING DETAILS <:; •: :`a:rnD:-...��: �• �.•, .•.... :�9: '�'/.�/il.{Ai N. VFIAQ.RMr9 PG m.ISA xoxoMlA rLaana �— ALUM. SINGLE HUNG WINDOW, IMPACT �2 BNrW FUII 2 " it 4040.20 F •. ��•� Ir, Ilt A. LVNREA5ER P.E. FL P.E.# 56705 x.M.• VUfbly Berxr �— oa F.K S/1.05 JJ. 1R&pl 1/l FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72' 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -g0.0 +00.0 -80.0 +80,0 1 .80.0 +80.0 1 -80.0 +80.0 -80.0 A,,B,M -80.0 +80.0 -80.0 +B0.0 -BO.D +80.0 80.0 0. +80 0+g0.0 80.0 +780.0 -7.0 +79.0 -79.0 -BD.0 +80.0 40.0 +00.0 .60.0 480.0 -80.0 700"" 380.3 +75.9 -75.96 53118" A,B,M 460.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 1 +76.9 .76.8 1 +75.4 .75.4 +74.0 -74.0 UP TO 53 118-1 C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 .80.0 +90.0 80.0 1 +80.0 1 -80.0 1 +80.0 -80.0 1 +80.0 1 418.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 44" 605/8" 63" 72" 74" TABLE 2. TV, 48" A,B,M +w.0 410.0 +80.0 -80.0 +80.0 1 -BOA 480.0 1 40.0 +70.0 1 -70.0 1 ++70.0 1 -70.0 1 +70.0 -70.0 60" A,B,M +80.0 -80.0 +80.0 410.0 +00.0 410.0 1 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 -80.0 +60.0 -80.0 .80.0 -80.0 +7B.9 -76.9 +70.0 -70,0 +fi8.8 -6B.B1 +67.6 .67.6 53 1/8" A.B.M +80.0 -80.0 +80.0 -80.0 +80.0 -BO.0 1 +75.0 -76.0 1 -68.0 48.0 1 +66.7 48.7 1 +65.5 -65.5 UPTO63118" C.D,E,F,G,H.1,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +70.0 .70.0 1 +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 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/SASH o TV FLANGED AND 75" INTEGRAL FIN WIDTH GLASS TYPE 17118" 2211116" 283116" 33314" 396116" 4413116" 609/8" 6616/16" 63118" D,E,F,J,K,L +80.0 A0.0 +B0.0 -80.0 +80.0 -B0.0 +80.0 -B0.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +7D.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A SlIV LAMI- (IIrA..09D,l(WAI FTL4647, 4648, 4723, 4957 B. 5116- LAMI- 118"A..090,11WHS FTL4647, 4648 C. 5116" LAMI- (1/6"HS,.090,1161HS) FTL4647, 4648 D. 7116" LAMI - 31i6"A,.090, 3/16"A) FTL4605, 4885 E. 7/16" LAMI -(3/1WA,.090, 3/1WHS) FTL-4646 F. 7/16- LAMI-(3/16'HS,.090, 3/i6'HS) FTL4645 G. 1311V LAMI IG-116'T,AIRSPACE. 5/16•LAM] -(1/8-A,.090,1/8-A) FTL4646, 4723 H. 13MV LAMI IG-1/B'T. AIR SPACE. 6/16"LAMI -(118'A,.09D,1/WHS) FTL4646 1. 13116"I1IMI IG-1/8"T, AIR SPACE. 5116'LAM[ -1/8'HS,.090,1/8'HS) FTL4646 J. 13/16' LAMI 10-. ""IAIR SPACE, 7A6" LAMI- 3/IWA,.WO, 3116"A FTL4049, 465D K. 13/16' LAMI IG- 1/8' T, AIR SPACE. 7116' LAMI -(3/1VA,.090, 3/1WHS) FL4649, 465D, 4958 L 13/1G' LAM] IG -1I8' T AIR SPACE, 7116' LAM[ - 3/16"HS,.090, 3116'HS FTL4649, 4650 M. 13liV LAMI IG-1/8'A, AIR SPACE. 511V LAMI-(118-A,.090, VOW FTL5063 "p. MEETING RAIL Ht % SIR T. S ASH HT, MEETING RAIL t 2Z H p• MINUS SASH HT. HT. I MEETING RAIL L x H 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. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY P.O.BO%15A NONOMIS,K] 4 ALUM. 3 + 11 1 4040-20 rk" ny. 587U.5 RIO A LYNIJ��iILL�R, P.E. FL P.E.0 68705 53118° MAX. FLANGED WIDTH 52118' MAX. I.F. WIDTH P49518'LOMAX. FIXED D C� D(ALL) ]5' MAX. — — 75' MAX. ]5' MA%. SEE DLO I.F. P A I.F. I.F. TABLE Q p� HEI HT SEE OLO HEIGHT SEEDLO C� HEIGHT F76' MAX. TABLE 0 j 76° MAX. TABLE O j 76' MAX. SEE DLOTABLE I X / IDLO I j SASH SX j NO E4 (MAX) TABLE HEI FiT L 48114. MAX. VENT DLO (ALL) DETAIL B DETAILA VIEW (STANDARD SASH) 1/1 B B� 75°F MAX. I 75' MAX. I F. F. HEI HT E� HEI iHT SEE DLO I SEE DLO TABLE 0 j 76° MAX. TABLE O j 76° MAX. FLANGED FLANGED HEI HT HEI HT SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. xwvs �.� imd . wcNoh �ELEVAT r NRw xx ALUM. S P.O.BO%1529 a%m: Nacows.vum� Yvtbi'Bsrm FJC 8/fAiS _ J.J. 12LD1 I6NAA 4 +•11 �%040-20 �RODUCTRBrIS6D comNNaxwtm maYS.1� Building Cads AemP4mfk"!& I Ar6 uia>:FLindv,aa � %m1 sW :. .......... .io A LA {. IUR. P.E. FL P.E.# M705 MAX FIXED LITE DAYLIGHT OPENING OUTSIDE VENT F�-2.784'1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH. Z6 Z7 NOTE: BALANCE PARTS USED I�MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE INSIDE I i i--� 11�11 9,10,11,15,16 I �---MAX. FIXED LITE DAYLIGHT OPENINI G I OUTSIDE�J MAX WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2. 6 I HIGH SILLOLOWSILL 49 HIGH SILL 48 HEAD SEE NOTE ABOVE ULTRALIFT 12 ONLY ALTERNATE HIGH SILL 1moTeaxaosv oFJvs SECT10A N.VENICE.0.]9EIJ �— ALUM. Si Nq(OMLS. fLJIR� V(t(EiY eetler sNma 5 a5 > 11 1 4040-204040-20 FW& I"o. 38%Oy A LYNN MILLER P.E. FL P.E.# SB705 TIM DWG# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 7B7PQA 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 40" FLANGEFRAMEJAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE,318". 6/8'. OR 11116' 10 1080 BALANCE COVER, 31B°OR 5/8" 68ALCVR916 11 #8 X.750 PH. PN. SMS 71134A5 12 BALANCEBOTTOMSRACKET 78ALTBKT 13 108511086 SASH TOP GUIDE 425D4 15 #0 X I PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080-1 BALANCE COVER, 11116' 68ALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 08-32 XW LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RNL 64006 25 1 1236 IVVSTP ... 170 X270 BACK, FIN SEAL 67SIBG 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 ISASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTP.,BULBVINYL BTP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK3W"X251H4°X 1' 71622K 38 1052 LAN IG SETTING BLOCK I'X3/4'X7/16° 71052K 37 1224 NNVL GLAZ BEAD BULB (THICK) 6TP247WK 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP24BK 41 40398 IGLAZING BEAD, 5116 LAM. GLASS. 64039B 42 4044B GLAZING BEAD,5115LAMIW/GRILLKIT 644703 44 4222A GLPZINGBEAD,7/16"LAMI 54222 45 9B5C GLAZING BEAD,7FI6"LAMIW/GRILL KIT 6965 46 4167 GLP EBEAD, 13A6-LAAI I.G. 64067 47 407IA FRA/IE, I.F. HEAD 64071 48 4072A FRAME,I.F.LOWSILL 64072 49 4MM FRAME, I.F. HIGH SILL 64073 50 40748 FRPNE,I.F. JAMB 64074 52 4DD9 SILL LATCH (EGRESS) (LOWSILL) 764009 53 1088 ISPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. BVER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEYWTOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61824K DWG# DESCRIPTION PGT# 1635 SCREEN SPLINE-.135 DW HARD 61636K SCREEN CLOTH 61016 505 GLAZING CHANNEL(488 X.600) 0533402 1161 #6 X 1.000 PH. BUGLE TEK 706XI I GLAZING TAPE, 1116 X V2-7/16 LAMI 62BV1510 4051A SASH BOTTOM RAIL HIGH SILL 64051 4050A FLANGE FRAME SILL(HIGH SILL) 64050 SILICONE. DOW899,995 OR EQUN.A GLASS, 5/16' LAM, IM-A.C90 PV3.1/8-A) 81 B. GLASS, 6fl6' LAMi.(I WA.D90 PVB.1/8'HS) .82 C.GLASS. 5116' LAMJ,(1R'H5,.090 PVB,7/8'HS 83 D. GLPSS, 7/18' LAND. (IM'A.090 PVB.I/B'A) 84 E. GLlS5, 7/i6'LAK-(118-A.090 PVB.118°HS) 85 F. GLASS, 7/16' LAM,(1A7'HS,.090 PV13.1/8'HS) 86 G.GLASS. 13/16'LAMS IS:118-T. AIR SPACE, 5/16-LAMJ, 1/8'A.090 PVB,IW 87 H. GLASS, 13/16'LAhN IG; 1/8'T, AIR SPACE. 5/16' LAM,(IM A..090 PVB,1/8'HS) 88 I.GLASS,73/16' LAW IQ 1/8"T, AIR SPACE, 5/16'LAMI, 1/B'HS,.090 PVB.1/B'HS B9 J. GLASS, 13116* LAM IS; 1/8"T, AIR SPACE, 7116' LAMI, 3/16"q.090 PVB,3/16- 90 KGLASS, 13/16"LAMI 10. 1 WT. AIR SPAC E, 7116"LAM, 3116'A.090 PVH,3/76"HS) 91 1. GLASS, 13/16" LAMI 10; 1/8'r. AR SPACE. 7116" LAM, (3116"HS,.090 PV'13.3116°HS) 92 MGLPSS,13/18' LAM IS; 1/e'q AIR SPACE, 5/16"LAMI, VB'q.090 PVB,1/8' �2.784 1. 30 062 47 FRAME. I.F. HEAD #4071A, fi063-T6 49 FRAME I.F. HIGH SILL 94073A. 6063-T6 N. VWICE. R 34275 AL UA PL.BOXiSID mcm.M .R317 4 1Zib17 Betlef slnao 48 FRAME I.F. LOW SILL #4072A, 6063-T6 50 FRAME I.F. JAMB #4074B, 6063-T6 (USED AS RADIUS TOP HEAD) 6 • 11 1 4040,20 ' A. LYUA MILLAR, P.E. FL P.E.# 68705 -2.784--^� L'jr�06121'— 2.630 FLANGE FR60 ETS D O I #4002A, 6083T8 O3 FLANGE FRAME SILL (LOW) 74s 1.II #4003C, 6063d6 2,710 _1 .062 A9D 1-1.513f.738 040 .062 LF SASH STOP OFLANGE FRAME JAMB O #4025. 6063-76 SASH STOP 17 #A83063-T5 R #4W4,6063-T6 (USED AS RADIUS TOP HEAD) --{ 1.342 .062 jn—�i 21 FIXED MEETING RAIL #4054A, 6063HO-T6® 3.446 H--2.784�I 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 �z.azs--j r-2.279—� T 1.979 FRAME D OT OL Of SEALANT ALONG ENTIRE JOINT 6 ILF. FRAME SEAT HEAD AND GASK \ �""� AT HEAD AND SILL V I VIEW D-D VIEW E-E (1/1 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION I — — 050 +I 1.165 rT JE •678 I 1.098+--I a6z 1.349 GLAZING B 5/16" 41 #40a95, 6063-T5 1.7070� SASH SIDE RAIL a2 —IL 31 #400e, e063-T5 SASH TOP RAIL SASH BOTTOM RAIL(LOW) 23 #4006C. 6083H5-TB 28 #4007. 6063-T5 WELD ALONG SCREW BOSS (2) . EA O GLAZING BEAD 5/16° 42 ®ODUCTRCVISEO FlwlRa .s7e nwi9vy cm� 096—h�iT #404W lGRILLK (USED W/GRILL KIT) Ir. =,z;xN° 1G-0 14.66 em;.el ma ,4D21 O GLAZING BEAD 7116" #4222. 6063-TS L °y A1imni .be Pm4°G Con ml 2.fi3a .062 .683 ,pyp 'j—' I `r, 111I,b � n,r{17, -., 678 .osD I �T1.OW 46 GLAZING BEAD, 13116" IG `�� 6.11 , �`�' •.y>=^" � ' 1.115—�—�� #4067,6063-T5 •:`:• .'-';: O SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16°- 66 #4057A, fi063-TS #985C, 6063-T5 (USEDW/GMLLKIT) ;.-) —sr-1 EXTRUSIONS& FRAME CORNER DETAIL P,O.Box Ism °..,�. A. LYNN MILLER, P.E. uwcows.nBm� 1'bi*&,_ swBB H ff 7 • 11 404620 F FL P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLES. WINDOW HEIGHT SUBSTRATE 28.603 34.603 40.603 46.6D3 52.6D3 50.603 64.603 76.000 "'CHOR TYPE: m p U Z U Zro p U Z U ZM p U Z NU�O�ONO�p U p U Z U Z. p 0 Z U ZP+ p ON U Z U - ZN p O Z NQ O �p p 00 Z Np�-p Z WINDOW GLASS NgOgNU.-UHONp>-p U U U U MO U OM U U U NONO�U U U N O U U U NO U U NO U U WIDTH TYPE 5 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,KL 1 2 1 1 1 1 1 2 1 1 12 2212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 19.125 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 1 1 _7 1 1 1 2 1 1 1 2 2 2 _1 1 2 2 2 2 2 2 2 2 2 2 2 2T2 2 2 2 2 2 2 2 2 2 2 2 2 _1 2 2 2r3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,KL 1 211 1 21 21 21 2221 22 2 2 22222222 2222322 222322 23 33223 3 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 ABM 1 2 1 1 1 2 1 2 1 2 1 2 2 21 2 _1 2 2 2 2 2 2 212 2t2 2 2 2T2 2 3 2 2 2 2 2 3 2T2 2 3 3f3 2 2 3 3 C,D,E,F,G, 1 1 1 7 1 1 1 1 1 1 1 2 1 2 1 1 2 1 1 222231 222231 _7 223 _7_ _7 2322 2323 _1 2223 3 322 _1 3334 3233 34 H'IJ,KL 1 21 3 344 32000 1 t1 ABM1. 22�2 2 31 2 22 2 3 1�2 2 3 2 3 2 3 2 2 2 3 ____1 3 3 2 2 3 3 3 4 3�2 3 33 4 3C3 4 4C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2H,I,J,K,L 2212212231 22323222323232323342333343 t22 334353344 37.000 1 1 1 2 1 1_ 2 2 1 2 2 1 12 2 1 2 A,B,M 2 1 22122 31 2 25 2�3 2 2 2 3 2 3 2 3 2(3 2 3 3 4 2 3 _2_ 3 3 _2_ 3 4 313 3 4 3 5 3 3 4 4 PSFI 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 22 _2 _2 40.000 H,I,J,KL 1 2 222322232322232323232 4 2 333 3423 3 4 35*3T tm 53344 2 2 2 2 2 2. 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 2 2 1�2 2�2 2�3 2 2 2 3 2�3 2T2 2 3 2�3 2�3 2�3 2�4 2 3 3 3 3 4 2�3 3 4 3I5 3I3 3 44 5 3 3 4�4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,KL 2 2 2 2 2 2 P 3 2 2 2 3 2 3 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 4 4�5 3 4 4 5 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 2 2 2r 2t3 2 2 2]3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 6 3 3 34 4 5 3 4 4 5 PSF 79 1 79 C,D,E,F,G, 2 2 __ _ 2 _ 2 .. _ 2 _. 2 2 ... 2 __ _ 2 _ ._ 2 _.._ 22 .___ - 2 _ 2 2 ._ 2 2 —3 __ 2 .._ _ _ 3 2 — _.._. 2 _ 3 _ _ 2 _ 2 _... 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 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 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 2I2 272 2 3 2 2 2I3 3r 213 3F3 3I4 2�3 3 4 3 4 2 3 3 4 3�5 3 3 3�4 3�5 3�3 4 5 416 314 515 PSF 72 79 79 C,D,E;F,G, 2 2 2 2 2 2 2 2 2 2r 2_, 3 2_ 2 3 2 2 3 2 3 53.125 H,4J,KL 2 2 _2 2r2 2 2 2 3 2 2 2r 3 4 2�3 3 4 3 4 2r 3 4 3 4 3 3 3�4 3I5 3 3 4 4 4�6 3 4 415 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ABM 2�2 2 2 2 3 2�2 23 3 4 2�3 3�4 3 4 2�3 3�4 3�4 3 3 3 4 3 5 3 3 4 4 4�5 3 3 4 5 4 6 3 4 4 5 2 2 P.O.00%154 NO msM m] m snmo I NTS 1 8 > 11 1. ANCHOR TYPES: 1. 1W SLOG TAPCONS 2-1/4' ELCO SS4 CRETE-FLEX 3-912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -1812' MAX FROM TOP CORNERS JAMBS- 1712' MAX FROM TOP CORNERS 15' MAX FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE i' LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN F AVAILABLE TABLE KEY: MAX PSF (OP MATED) 118 rnoDucrREVIsrD PIPin6 uilhihe Hmidc HEAD 2 JAMB ABOVE 2 3 Aim ", ', L Dwn �L021 MTG. RAIL JAMB BELOW Moml wood MTG. RAIL (FULL DP) HEAD _ 2 JAMBABOVF 2 3 MTG. RAIL ,1 JAMB BELOW MTG. RAIL } p r _ �9i16 rr- A LYFilll 91111} P.E. FL P.E.9 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW FEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE.. ❑ NUgN 5 U OHO U U U ❑ NgUgNO 5 U U U ONUNO—O U ❑ U U U U ❑ NUpN 5 U O—ONONO—ONUN U U U ❑ Qj U U U U ❑ $ U O—ONgOg U U U ❑ 5 U O—ONUgNO`-O U U U ❑ 5 U U U U WINDOW WIDTH GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 Y 2 1 2 1 1 2 2 111 2 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 8 2 1 3 2 1 2 2 1 312 19.125 A,B,M 1 1 1 1 1 1 1 1 1 1 212 1 2 1 1 2T4 1 2 2 1 2 1 _1_ 2 2 1 2 2 _1_ 2 2 1 2 2 1 212 _7 2 2 _1 2 2 _1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 _7 3 2 PSF 79 24.000 C,D,E,F,G, H,LJ,K,L 1 111111 _-, 1 1 .. _ 1 2211 1 .. ___....___.____.__.. 1 22222222222222222232 1 1 1 1 1 ....._. 1 .. ._.._—__....... 1 1 1 _ 1 3222 1 _...._._._..._..__..r._._..... 1 323222 1 1 1 32322232 1 1 ...._.__._ 1 A,B,M 1 1 1 1 2 2 1 2 2 _1_ 2 2 1212 1 1 212 _1 2 2 1 2 2 1 212 1 3�2 _1 3�2 1 2 2 _ 1 3 2 1 3 2 1 2 2 _7_ 3 2 1 312 1 2 2 1 3 2 1 1 1 1 1 1 _7 2T2 _1_ 1 1 _t_ 2 2 PSF 68 77 32.000 C,D,E,F,G, H.I•J•K.L 1 1 1 1 1 1 1 _1 2 _1 1 33 2 3 1 323333343324343324 1 1 1 1 _1 1 1 1 1 3 111 111 22222223222233223 _1 A,B,M1 1 1 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 3I3 J-3 3 413 3 2 4 3 4(3 32 453 PSF 59 67 79 37.000 C,D,E,F,G, H,1,J,K,L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 33433 2 1 24344 2 2 1 3243 2 111 1112222222322233322333333433332 A,B,M 1 1 1 _1... 1 1 1 1 1 2 2 2 _1 2 2 1 2I2 2 2(3 1 2 2 2 2 3 2 3 3 _1 2 2 2 3 3 2 3I3 1 3 3 _2_ 45 2 3j3 1 3 2 2 3 3 _2 4 3 1 3 2 2 4 3 2 .J4 1 3 2 2 4 3 PSFj 54 1 79 fit 79 40.000 C,D,E,F,G, H•LdK,I 2 - 1 2 1 1 2 1 1 2 272 2 2 2 2 2 2 2 2T3 2 2(2 2 3(3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 413 2 3 3 2 3T3 2 4 3 2 4 4 2 3 3 2 4I3 _2 4 4 2 3I3 2 5�3 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 Q 2 2(3 2 2 2 2 3[3 2 3I3 2 2 2 _2 3T3 2 4 3 2 3 3 2 413 2 3131 2 3131 2 4 3 2 414 2 3 3 2 4 3 2 4�4 2 3�3 2 5I3 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H.I,J,K,L 2 1111 2 2 11 2 22 2 2I2223L322333I42 2 2 _2 2 2 2 33344334I3443 2 2 2 2 2 2 343443 2 2 2 34 2 3443354 2 2 2 ABM 2 1 1 2 1 1 2 1 1 2 2 2 2 2(2 2 2 2 2 3 3 _2 2l2 2 313 2 314 2 2 3 2 3T3 2 4 4 2 3 3 2 413 2 4 4 2 35 2 4 3 2 414 2 3 3 2 413 2 414 2 3 3 2 514 PSF 45 70 1 61 1 74 79 79 48.000 C,D,E,F,G, H,1•J•K.L 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 313 2. 3 4 2 .. 3 3 3 3 2_ift 2 4 4 2 313 2 414 3 4 4 2.-2 4 3 5 4 .3 4 4 2 4 3 2__ 514 A.B.M 2 111 2 2 1 2 2 2 2 2I2 2 2 2 2 3 3 ..2.. 2 2 _.�. 3 3 .:?-_?.. 34 3(3 ..?._2__2 3 3 4T4 3(3 .2. 4I4 _3_.2 4 4 4 3 ._2.3 5 4 4I4 2Z1 4 3 5(4 PSF 41 67 46 67 76 79 53.125 C,D,E,F,G, H,I,J,K,L 2 1111112222 2 2 2 2 2 223333 3 2 2 33443344443344443(3 3 2 3 3 2 3 3 2 3 445543 _3 2 3 545I54 3 2 354 3 A,B,M 2 1 1 2 1 7 2 1 1 2 2 2 2 2(2 2 2 2 3 3 3 2 316 2 313 3 44 2 313.44 3 3 4 4 2 3 3 3 4(4 3 4 d 2 3 3 2 4I4 3 5 4 2 4 3 3 5 4 3 5i4 2 4 3 3 5 4 P.O.B.I.. NOKONIS,FL]Yi4Ibb 9[tteI 9 > 11 1. ANCHORTYPES: 1-1/4-ELCOTAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3-612 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 M' MAX. FROM TOP CORNERS JAMBS -17 V2' MAX. FROM TOP CORNERS 15- MAX. FROM BOTTOM CORNERS 6' MAX BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. \ 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. MAXIMUM OFANCH( RESPECTIVE SIZE AND GLASS TYPE AVAILABLE. TABLE KEY: PRODUCT MVISE1HCftuO 14" GMimni im JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW '- MTG. RAIL 1 .. DARD VIEW. IV, IMPACT A LYNN MILLER, P.E. c~404040 F FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TASLE7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE e. SUBSTRATE: 17.125 22668 28.211 33.754 39.2B6 44.839 50.382 SS.B25 ANCHOR TYPE:. ❑ NOg"O 5 U O U `Ori O ❑ pOp"OHO 5 U O U U ❑ NO"O`ONO"O o U ❑ o o `OHOZ.O"O`O ❑ O U ❑ NOQ"pZ o U `04g"O`Odq ❑ 3 U U o U ❑ 3 ❑ NO`O U O U WINDOWGLASS WIDTH TYPE 19.125 D•E,FJ K,L t t 1 ..1 __ 1 _.1 7,,. . 2 ..,7, ._, Z. 1 2.. 1 _.2, .. 2_. 2. 2......2 ., . 2 2 2 2 3.... 2 3 3 2 3 3 9 3 D,E.F J K,L 1.7__. 71-1 2 �2 - 2 2 2 2 2_.2 _.. 3 3 2 3 D,E,F,J K,L 1 .._... 1 .1 1 1 1 2... 1 _..2... 1 2 2 _.3...._ 1 2_. 1 3 2 .3... 1 .3.. t 3. 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 r40.000 D,E,F,J, K,L 1 �--._j.`..1 1 1 2 2......2.. 1 2 2 2 -3- 1 —2 2 3 2 3 1 3 2 4 2 3 i 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 PSF 79 79 79 79 D,E,F,J, K,L 2_ 1 2 2 7 2 2 2 2 2 2 2 3 2 __ 3 2 3 -2... 4 2 ,__. 3 . 2. 4 ,,. 2_ 4 _ 2, 3 2 _, 4 .„? 4- - 2 3 2 5 2 4 2 ..:._ 4 2 .__._. 5 2 ..______.. 5 2 4 2 ._._ e PSF 79 76 79 77 79 78 79 44.000 D,E,F.J. K,L 2 j 2 _. j. 2 �- 2 2..2., 2 2 2 2 3- 2 3 2 3 2 4_ 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 e PSF 78 78 70 79 79 71 79 73 76 48.000 D,E,F,J, K.L 2 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 2 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 8 3 8 2 5 2 6 1 1 7 2 2 2 3 4 5 PSF 71 79 63 71 79 64 74 86 77 69 69 53.126 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 4 3 4 3 5 2 _.. 45 3 3 8 2 .. 5 3 3. 6 2 5 3 76 3 .. 2 ..:_... 5 3 7 1 1 7 2 2 2 9 3 3 4 6 AT JAMBS FLANGED WINDOWS TABLE 1. ANCHOR TYPES: 7-1/4'ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3412SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2' MAX. FROM CORNERS JAMBS-171/2' MAX. FROM TOP CORNERS 11 112- MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL IS° MAX. FROM BOTTOM CORNERS SILL- ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8' MIN. TO 3B" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1- LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN PRESSUREFORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) 1M HEAD 2 JAkMABOVEJ 2 MTG. RAIL SUBSTRATE- 12.776 15.776 1 18.716 21Jr8 44.7 to X1.uo .w.rvo ...mo LLB ANCHOR TYPE ❑ tlIONZ N ❑ u Z 0 tO0 N° u N2 0 �2-O ❑ o NZ,. 8 Z 8 ok22 0 N ON2 g 0 8 0 2 8"$ 0 P!ONZ 8 a- 0 �Z 8 0 �ONZ g 0 8 0 �Z 8 HEAD 2 wwoow WIDTH g 8 8 8 8" g JAMBABovE a MTG. RNL24.000 TABLE B. KEY: ersonucreavlsfio exrinnun Dnm - 7y021 M , ao r"a�I coorcol. ) 19.125 7 1 1 2 1 2 2 1 2 k22 2 2 2 2 2 2 2 2 2 2 1 1 2 1 2 2 2 2 2 2 2 3 2 2 3 2 232.000 2 1 2 2 2 2 3 2 2 3 2 3 4 1 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 MAX. PSF (DP LIMITED) 172 40.000 74 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 JAMB BELOW 2 68 44.000 MTG. RAIL 3 3 4 3 4 5 3 4 5 3 4 2 2 2 2 3 2 3 3 3 3 4 F( ULL DP)53.125 48.000 63 j 7B 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 45 3 45 3 4 JAMB BELOWB22 73 5872 MTG. RAIL 6 1 y'16 i �4r 2 2 2 3 3 3 4 3I 4 I 4 I 3 I 4 1 5 1 3 14 5 3 5 5 3 5 amar. w 107071g N ncr owvE NNENILE. LL=075 P.O. Box ls7a N P.O.B , lug T� �E..,. SPACING, CUSTOM VIEW , I1 ' A. LYNNMILLER, P.E. FL P.E.B 58705 ANCHORAGE ALUM. SINGLE HUNG WINDOW, IMPACT °"� Vvlbly eener SH70 NTS 10 s 11 4040-20 F c e"r °inAas — arzaroz EXTERIOR INTERIOR NOTES. - 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY L HEAD AND SILL DETAIL) WOOD ANCHOR APPROVED I/4° ELCO TAPCONS OR 1W SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4' MIN. EDGE CONCRETE ANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS I3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 912 STEEL SCREWS IDS) OR 2x WOOD BUCK OTE 1 & 3) (SEE NOTE 4) 1- MIN. EDGE 1/4' SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 3.35 KSI MIN. \ CONCRETE \: 13/B'MIN., 1/4'TAPCON 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 112'. 1% WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ..-. i MIN.. 1/4'CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2n ARE '''' 0.13/4' 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE o318. OPTIONAL to WOOD BUCK o ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) �_ 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 14' WS8 T5 AND A MINIMUM OF I/B°THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT M7 SHOWN IN THESE DETAILS FOR a WOOD BUCKS. THE ANCHOR SHALL BE ASI2 SHEET SMAX.HIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBEUSED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1114' 1ml MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. AT THE SILL OF FLANGED UNITS. MIN. 1/4'MAX. SHIM 6. ANCHORS ARE NOT REQUIRED EEL SCREWS, CONTACT INTOOF 1/4'MAX. SHIM D LIMITED SHALL 1. MATERIALS, INCLUDINGBUTMATERIALS THE REQUIRHAT EMENTS WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, MEET 1-3/4'MIN EDGE 7'MIN.EDGE EDITION. CONCRETE ANCHOR. WOOD ANCHOR PH BELOW MEETING FH BELOW MEETING ' RAIL (SEE NOTE 1 & 3) Alx RAIL. (SEE NOTE 2 & 3) 3.35 KSI MIN. CONCRETE INTERIOR _ OR 1.5 KSI MIN. CMU (ALL JAMB DETAILS) EXTERIOR BUCK OPTIONAL WITH SOLID CONCRETE 2n WOOD BUCK n OR CMU SUBSTRATE (SEE NOTE 4) (SEENOTE4) V DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 618' MIN. EDGE 2A2' EMBEDMENT MAX' SHInfSml"., IWOOOFRME r 1/4° _ ( SHIM I Pttw WYoizIlvileD a�tlnFlv .131' DIA MIN. x 2l/2' NAIL, .131' DIA. MIN. x 2 12• NAIL, AT CORNERS AND 5' O.C. AND S'O.C. U mn'mirv.cwe .x 2IDIA. MIN. 1/4' n 212' NAIL, MAX. AT CORNERS SHIM AND 5' O.C. DETAIL F, (HEAD) DETAIL E. (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE roreaNaocr N.VE . FLNT9 onrve tjG— P.O,..15A N KOMS.RYM VL(lEl)'B[. FRAME � - � 2-12° EMBEDMENT DETAIL G (SILL) INCHORAGE DETAILS ILUM. SINGLE HUNG WINDOW. IMPAC wow swop NT9 11 • It 4040-20 6 /Y�16 4\�A ' ' W A'LYNf°I �IL R. P.E. FL P.E.# 58705