Loading...
HomeMy WebLinkAboutNotice of Acceptance File Copy APR 2 8 2017 MIAMI•DADE PERf�ii7TiN ?vMVII-DADS COUNTY 51. Lucie CounpOpUCT 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) vwmv.miamidnde.gov/ecouomv 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 11811-700"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. i 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. a RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 1 no change in the applicable building code negatively affecting the performance of this product. i 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 j of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure i 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. 1 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 I well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. j NOA No.16-0714.06 MlAM4DA " Expiration Date: March 26,2021 • ' Approval Date: August 18,2016 Page 1 s i PGT Industries,Inc. Y 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 1 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 NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 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.0 7-0322.06) 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 cinder NOA No.0 7-0322.06) IX ; Manuel PerE. 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 SUBAUTTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 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 08/11/05.1 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 under NOA No.05-1018.01) Manuel Ppfei;1P.E. Product Control x iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 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 I. 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"Saf7ex Clear and Color Glass Interlayers"dated 06119114, 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,RE, (Submitted under NOA No. 054018.01) 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.I.,approved on 07/09/1-5 and expiring on 03/26/21. Manuel Pe 3ez, .E. Product Control E' er NOA No.16-0714.06 Expiration Date: March 26,2021 E-3 Approval Date: August 18,2016 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: �2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 *ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ® ALUMINUM DESIGN MANUAL,ADM-2010 A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC,) .AISIs100-07/52-2010 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 0f(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116"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"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3118"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.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"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 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118"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 P(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116"LAMI IG:(1)LITE OF't/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 7116"LAMI CONSISTING OF(1)LITE OF 3116"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 7116"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 118"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 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PItODUCf REVISED 5.SHUTTERS ARE NOT REQUIRED. u cemplyinS with Ito PlotldR DuildiuB Code 1I Acceptaaw Nu 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. xpirat n Dntc 7.REFERENCES:TEST REPORTS FTL-4845,FTL-4648,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. ny A4imni ode Product Ceotr ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701, 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ••I .\ HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. R"llBy. a. R"Wene Do � �'l::•- JR 05/05/16 F ADDED SPACERS TOSHEET2. GENERAL NOTES ''�:i4,•'•:��P;IUf. \�':' 1070 TECHNOLOGY DRIVE nrx ✓� S J�.•i '•••••':`,�J,•\�` N.VENICE,FL 34275 :� /1JI,I.. ;_•, ��� tee: R �- ALUM.SINGLE HUNG WINDOW,IMPACT r P.O.BOX 1529 � 6y�, BMet A.LYN04LLER,P.E. ur DMh. cno�a 0u- NOKOMIS,FL 34274 V ibly Better m F FL P.E.#58705 F.K. 911/05 J.J. Z23/07 SH700 NTS 1 11 4040-20 Part# Description Material 1 1 71 Kommeding 45G TPS Spacer System 72 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 73 Quanex Dulaseal Spacer Materials 41 1/2"NOM. 44 1/2"NOM. REFERENCE TEST REPOR9 S Spacer FTL 8717,8968 8 8970 GLASS BITE GLASS BITE 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"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. 7116"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 71_74 ^ 71-74 a EXTERIOR INTERIOR UPGRADED T MAY 1 1 --- (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN "PVB"= DESIGN PRESSURE. An KURARAY BUTACITE 1/2"NOM. PVB INTERLAYER 1/2"NOM. 46 GLASS BITE 46 GLASS BITEor SAFLEX®PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"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 5116"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"LAM[ 89,90 or 91 PRODUCT REVISED ALUMINUM m complying with the Fl07ldR REINFORCEMENT Ouilding Code SILICONE HOT-MELT BUTYL POLYISO• DESICCANT FILL AREA AceePfa"wNot '� t/�-•O(� STRUCTURAL BUTYLENE 5116"NOM. Expiral' Date Y t � STRUCTURAL SILICONE 5116"NOM. SEAL 1/4"NOM. 3118"NOM. FOAM BUTYL 8 SILICONE SEAL By POLYISOBUTYLEN WITH DESICCANT ROLL-FORMED btinmi ade Product Wn r WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT,GLASS ttitill l,l,l1 . INT.GLASS INT.GLASS INT.GLAS9 �%I;FI,y�''•',' ;!� INT.GLASS n KODISPACE 72 SUPER 73 DURASEALO 74 XL EDGE'"" 4SG TPS SPACER®NXT"' SPACER SPACER -«-- � Meat• 0•U: R•W1vu: ppyy�; ., ',l IL C`I (`,-• JR OW M6 F ADDED SPACERS. GLAZING DETAILS �fi1b" 1070 TECHNOLOGY DRIVE �i�;'1;i'..•""'•,..•..1�`'•�' aW: R N.VENICE,FL 34276 „,. V ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1629 aaw: er..e A.LYNt`I MIUR,P.E. trs oar NOKOMI3,FL34274 MINY Better SH700 Full 2 0 11 404020 F FL P.E.#58705 F.K. 911105 J.J. ?/2:V07 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 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 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 60" A,B,M +B0.0 -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 qq 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 "X" H 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 1 UP TO631/8" C,D,E,F,G,H,I,J,K,L +B0.0 -80.0 +80.0 -B0.0 +B0.0 -80,0 +80.0 -80.0 +80.0 80.0 +8p,0 =80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 5/8" 63" 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 +70.0 -70.0 1+70.0 -70.0 +70.0 -70.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 0j-70 +70.0 -70.0 +70.0 -70.0 „X" H 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +76.9 -76.9 +70.0 0 +68.8 -68.8 +67.6 -87.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 0 +66.7 -66.7 +65.6 -65.5UP TO531/8" C,D,E,F,G,H,I,J,K,L +800 80.0 +B0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 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 WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH-76"FLANGED AND 76"INTEGRAL FIN) "0. MINUS WIDTH GLASS TYPE 17118" 2211116" 1 28 3116" 1 33 314" 1 39 6/16" 1 4413/16" 1 60 3/8" 1 66 16/16" - SASH 63118" D,E,F,J,K,L4Q +80.0 1 -80.0 +80.0 1 -80.0 1+80.0 -80.0 1+80.0 -80.0 1+70.0 1 -70.0 1+70.0 -70.0 1+70.0 -70.0 1+70.0 1 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" SASH A.5116"LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957 B.6116"LAMI- 1/9"A,.090,1X-11S FTL4647,4648 C.6/16'LAMI-(1/6"HS,.090,1/8"Hg) FTL-4647,4648 D.7116"LAMI- 3/16"A,.090,3116"A FTLA645,4885 E.7/16"LAM[-(3/16"A,.090,3/16"HS) FTL-4645 PROf1UCT R&VISCo F.7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-0845 as cmnpyiu9 With the rlmida G.13116"LAMI IG-1/B"T.AIR SPACE,5116"LAW- 1/6"A,.090,1/8"A) FTL-4646,4723 A4ecapla cc NO IG.C) 14..0, H.13116"LAMI IG-1/B"T,AIR SPACE,6116"LAMI- 1/8"A,.090,1/8"HS) FTL-4646 i- iratiun MI. t l I. 13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8"HS,.090,1/8"HS FTL-4646 D9 J.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 44imni lade I'rnctuct Qt ro K.13/16"LAM[IG-1/B"T,AIR SPACE,7/16"LAM[-(3/16"A,.090,3/16"HS) FTL-4649,4650,4958 L.13116!'LAMI IG-1/B"T,AIR SPACE,7/16"LAM]- 3/16"HS,.090,3/16"HS) FTL-4649,4650 M.13118"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI- 1/8"A,.090,1/8"A) M-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. Gf,/U:i 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 3B"MAXIMUM. -'a 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY �'r,17•' S •'d1; DESIGN PRESSURES - ro e eH 1070 TECHNOLOGY DRIVE T tt� '%�`ti'r;•'•...:.::.•.•.(.j ,'�: N.VENICE,R.34276 ��� 1/J;V/'•,},.•''.,\',���� RMt.. _'�.W ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1529 "„� sore >zee*am Rer. A.LYNk�vIII-Lk P.E. V" sr. oaw c^i B mw NOKOMI9,FL34274 Visibly Bawr m F F.K. 911105 J.J. Z23/07 SM700 NTS 3 11 4040-20 FL P.E.#58705 53118"MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 5/8"MAX.FIXED D C DLO(ALL) 75 MAX. — - 75"MAX. 75°MAX. SEE DLO ff I.F. A A I.F. C—i I.F. TABLE jF p►I HEI HT STABLE O EE DLO HEI HT STABLE EE DLO O j HEIGHT J� 76"MAX. 76"MAX. L 76"MAX. FLANGED FLANGED FLANGED HEI HT HEI HT HEIGHT SEE DLO 38 X. TABLE X j SEE DLO X IE SEE DLO X j S E SASH (MAX .) HEI HT TABLE / NO E 4 TABLE NO E 4 413 114"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E� 75°MAX. 76°MAX. I.F. I.F. HEI HT E—J HEI HT SEE DLO SEE DLO TABLE O j 76" TABLE O j MAX. 76"MAX. FLANGED FLANGED HEIGHT HEIGHT PRODUCT REVISED i 20" 20" m complying with the HLLIVW SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH Building Code HEIGHT HEIGHT `a kuM.I6'O I .O� Uy B Miami)a a Pmdact Consul DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) .�14111111//i,, NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. r ' 2,SEE SHEET 7 FOR CORNER DETAIL VIEWS. ,n.5610." 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. Oy. D9m; Rmlobn€ - mod' •t ELEVATIONS maoY gym: to . 1070 TECHNOLOGY DRIVE ���,'�'� """' ',••�`' ' N.VENICE,FL 34215 nx ,. C'-"'� ° aY . R° �-T ALUM.SINGLE HUNG WINDOW,IMPACT P.0.90)<1620 — Dv"yy�y Rer. A.LYNt�Iv�II.LER,P.E. NOKOMIS,FL 34274 Visibly Better SH700 NT$ 4 a 71 4040-20 F FL P.E.#58705 F.K. 911105 J.J. 2,23i07 I+-2.784"--1 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 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11,15,16 31 MAX 2.710" FIXED 7,8 OR 17 LITE DAYLIGHT FTI 25 OPENING OUTSIDE I- 25 Imo- --MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A ouTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2. 46 I4tHIGH HIGH OUTSIDE ISILL 2. 30 LOW Sl)L MAX. NT DAYLIGHT GHT 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — 68 2,710" I.F.FRAME q rrsoauc•r NEwsrso 28 53 II ,m m1plying with Bia Florida OUTSIDE I 0uil4ingCada S6 0 4 D -ptm,cv t10 ) Iz 41mt'•0 Uutc , 6 53 lay 2.946" tan1i ila Pnnluct rol 52 2.330" (HIGH SILL) 63 (LOW SILL) SEE NOTE ABOVE 54 64 •11q. 67 3 30 ULTRALIFT 69 ONLY 12 12 ONLY SECTION C-C SECTION B-B ALTERNATE HIGH SILL (HEAD DETAL RADIUS (LOW SILL SHOWN) FLANGED VERSION) ,..n .,•n'„,{;�� �. R.W OatlY A•HtNn,.' Ua+bax i r\\, „r� ,=•�`, ECTIONS Ao ro.• A on,: 10TOTECHNOLOBY S DRIVE im i''/•l•. •',�1�'>�. N.VEN,CE,FL 34278 ftmBra4 AP.O.BOX 1620 --'��— ALUM.SINGLE HUNG WINDOW,IMPACT „, NOKOMIS,FL 34274 [/fsibl Better etl1` 6A11` �""'"" A_ A.LYNN MILLER,P.E. mmner:BZ a,•v:oa v.ro: 9 sN7BB Helf 5 Ill 4040-20 F FL P.E.#58705 F.K. 911105 J.J. 2123107 ITEM DWG.# DESCRIPTION PGT# ITEM I DWG.# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 60 1 1636 ISCREEN SPLINE-.135 DIA HARD 61635K 2 1165 #8 X1.000 QUAD PN.SMS 781PQA 61 ISCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 812226 63 605 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL HIGH SILL 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 1 4029 ISPIRAL BALANCE,3/8",5/8",OR 11/16" 70 1 SILICONE,DOW 899,995 OR EQUIV. 10 1080 1 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,0/8"A.090 PVB,1/8"A) 11 1#8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAN,(1/8"A.090 PVB,1/8"HS 12 1 JBALMCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5116"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42604 83 D.GLASS,7/16"LAM],0/8"A.090 PVB,1/8"A) 15 98 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAN,(1/8"A.090 PVB,1/B"HS) 16 1 1080.1 IBALANCE COVER,111116" 6BPLCVR670 85 F.GLASS,7/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 17 1 4053 ISASH STOP COVER 64053 86 G.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5/16"LAN, 1/8"A,090 PVB,1/8"A) 18 1 4029-1 ISASH 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 1 1#8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1,GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5116"LAMI,(1/8"HS,.090 PVB,1l8"HS) 21 4054C I FIXED MEETING RAIL 64054C 89 J.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 4006C I SASH TOP RAIL 64006 90 K.GLASS,13116"LAM IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A•090 PV3,3/16"HS) 25 1 1235 WSTP...170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3/18"HS) 26 1 1096 JSVVEEP LATCH 71096 92 M GLASS,13l16"LAMI IG;1/8"A AIR SPACE,5116"LAM],(118"A.090 PVB,1/8"A) 27 1 1018 1#8 X.625 PH.FL.SMS 7858 2.878 1+ 28 1 4007 ISASH BOTTOM RAIL(LOW SILL) 612230 .784 30 1 1228 IWSTP.,BULB VINYL 6TP249 31 1 4008 1 SASH SIDE RAIL 612231 LT .062 34 1 1268 ISASH FACE GUIDE 42501 1.830 35 1022 LAMI SETTING BLOCK 3/32"X25/64"X 1" 71622K 3. 55 36 1052 LAMIIG SETTING BLOCK 11"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1 1225 IVINYL GLAZ.BEAD BULB(THIN) STP248K 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 64039E 47 FRAME,I.F.HEAD 42 4044E I 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 #4072A,6063-T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2 908 47 4071A FRAME,I.F.HEAD 64071 PRODUCT REVISED 48 4072A FRAME,I.F.LOW SILL 64072 2.374 Ds rmPlyiog wish tlto Florida 49 4073A FRAME.I,F.HIGH SILL 64073 Ampf RodN 1 ,O Aaupinnce No 50 4074B FRAME,I.F.JAMB 64074 C.&.1 nDBte t 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM By_ 63 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.171 Mio 11 de Pt dmt COWral 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1 55' 1014 SCREEN FRAME(HOR.&VER.) 61014 .062'�==NOM 56 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS \, t,`, L , 57 1631 SCREEN CORNER KEYWIOUT RINGS 71631 "•"•• '" %. 58 1073 SCREEN SPRING 7CASP '`C Be 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB OFRAME,I.F.HIGH SILL #40748,6063-T6 49 USED AS RADIUS TOP HEAD �T •- #4073A,6083-T6 ( ) 1"(_� ' .,6"��Il�.r}'.'".:�•• aewaor, ww: nemio c Benmo"• ..:�•'. n1.g U.: ,:�1 PARTS LIST ' 1070 TECHNOLOGY DRIVE,'- ` e N.VENICE.FL 34276 Br. mw . -�- ALUM.SINGLE HUNG WINDOW,IMPACT . P.O.BDx1529 s A,LYNN'MI I;LLE; R,P.E. 0."nor Ow 0roaea 0me: NOKOMIS,FL 34274 Visibly Bitter sH700 NTS 1 6 11 4040-20 F FL P.E.#58705 F.K. 911105 J.J. Z23/07 I.F.FRAME fi G ENTIRE JOINT 1 or 47 I 2 .FRAME 2.784---- ►{ T�' 062 1 383 2.830 2.330 1 .062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 }+--2.784--+� I 1.749 O FLANGE FRAME SILL (LOW) WELD #4003C,6063-T6 I 6 or 50 ALONG SCREW SEALANT OR GASKET L BOSS(2) AT HEAD AND SILL 121.710 t+1.513+i .738 062 .062 .490 .040 I---1.451—IT VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-T6 — — — 050 #4004,RADIUS 3-T5 —7 (USED AS RADIUS TOP HEAD) —+� 1.185 .678 1.342 � —2.328—+I f-�---2,279 T 1.096--'��� I 062 1.349 GLAZING BEAD,5/16" TIT � 41 #40398,6063-T5 .062 1 2.155 1.707 .062 1.979 31 SASH SIDE RAIL g-� #4008.6063-T5 l 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) —� #4054A,6063HD-T6® #4006C,6063HS-T8 #4007,6063-T5 050—^ 678 O50 '�h� L� O GLAZING BEAD,5/16" Iaonucrrzevrsen .678 42 recomPlyingwiththePloiidn #40448,8083-75 0�I'lin 00� (Co•O 14,0(0 2 328 T Ampim-No 1.096-��� ! (USED W/GRILL KIT) Lkpimr ODD 4D21 .062 2.946 44 GLAZING BEAD 7/16" J_ Miami ade ProdmtConrol 3.446 #4222,6063-T5 2.836 .683 ;i.082 � 1 .050 �� i;irrrrl/ ., _t __1.097 .678 1— �r C:• ........,;'! .�^ .050 46 GLAZING BEAD,13/16"IG •�:�'••',•;� �•i��> •• #4067,6063•T5 69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" #4050A,6063-T6 #4051A,6063-T5 #98513,6063-T5 /' (USED W/GRILL KIT) fO70TECHNOL00VDRIVE F-X1rRUSlONS&FRAME CORNER DETAIL :,••.r'i.c^�"'':;_.�:�• N.VENICE,FL 34275 n*' cafneeft P.O.BOX 1620 �— ALUM.SINGLE HUNG WINDOW,IMPACT )`)�; '` ` eaaa• s1 N I�I Br• wm: cnoam .m. NOKOMIS,FL34z74 Visibly Better o-*'t"* an A.LYNL ER,P.E. F.K. 9H/05 J.J. 2/23/07 Shoo Half 7 11 4040-20 F FL RES 58705 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 1 34.603 40.603 46.603 1 52.603 1 58.603 64.603 76.000 3-#12 SCREWS WINDOW GLASS "ONZ zMoNz ZMONZ ZcnONZ ZMONZ ZMONZ.-zMONZ Zm C',Z Z 2•ANCHOR LOCATIONS ARE BASED ONTHE c3 O U U N O U r ONO O O c3 O V ONO O U N O O O c3 O U U Q U U HEAP BIIN2 DIMENSIONS. TOP CORNERS WIDTH TYPE 3 5 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 JAMBS-17 112"MAX.FROM TOP CORNERS __...... __..........___..._.... ..... ._..._. ._....._..,...._...., ._._.........._...._._......._..._...... __.......__...._...._........_........_.. ,... __....._.. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 6"MAX.BELOWMTG.RAIL 19.125 SILL-ANCHORS NOT REQUIRED 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 1 _.._....-1-1, _.._................... .......... .. _._............. .......... _...........__ ..._... ._ .. ..................11......_..._..._...._. ._.._._........ _. _......_.,_........ 1 2 1 1 1 1 1 2 1 1 112 212 1 2 21 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _.__._....__._. _...__._..___.._....__..�._._. . __..._ ...._._.._._..__.._..._...__ _- _ ..... .....__ .... __-- NOTE 2. H,I,J,K,L 1 2 1 1 1 .2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,g M 1 1 1 1 1 1 1 1 11. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 2 1 1 1 2 112 1 2 1 2 2 2 1 2 2 2 2 2 "'1- 2 2 2 2�2 2 3 2 2 2 2 2 3 2 2 2 3 3�3 2 2 3 3 ARE V 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 1 ' 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3I 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A Atig,M _ __._......._.._........_.. ._-.- .._........_._........ ..,.___._ -i..._.___._..._ .........,.._...._ ..----___.._..__ _._. MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 J 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2�3 2 2 2 3 2 3 2 1 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3�3 4 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 _ _ .... ...._ ... .......... _..... .,.._...... ._. ..._... __ .. .._ PRESSURE FORTH H,I,J,K,L 221222231 2232322232322232323233423 33343334353344 RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1.2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS ABM 21 1j2 2 2 2-3 9 2.2..3 2 3 2 2 2 3 2 3 2�2 2 3 2�3 2 3 2 3 3I4 2 3 3 3,3 4 3�3 3I4 3[5 3 3 4r4 AVAILABLE. 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 22122223222I323222323232324233334233435 3334453344 A,B M 2 2 2 2 2 112 212 2�3 2 2 2 3 2 3 2j2 2 3 2�3 2�3 2 3 2i4 2 3 3 8 8 4 2 3 3 4 3 8 3 3 314 4 5 3 3 4(4 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 MAX PSF 44.000 H,I,J,K,L 2222222322232322332423333423333423 34353334453445 (DP LIMITED) 118 PRODUCTREVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 os cmnplgiog with the Florida ptigM _ ....... .._._.. .... .. - ...._.._ ...._.................... ...__ ........ -._..._......_._-._....._-..... HEAD 2 Baildiegcode 2222222l3222l32322332423333423333423 34353334453445 AccaptnncoNol •O O ZI PSF 78 79 JAMB ABOVE 2 3 u Met ,Date C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL '3'[ .. ... ........ ..:...... .......... ........... .._.....__-._.............._. _..._........._............. JAMB BELOW BY. imtI n o rodixt Comrol 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2i2 2 3 3 4 2 3 3 3 3 4 2 3 314 3 4 213 3 4 3 5 3 3 314 3 5 3 3 4 5 4j6 3 4 5 5 MTG.RAIL A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2f2 2 2 2 3 212 2 3 3I4 2I3 3I3 3.14 2I3 3 4 314 2 3 3 4 3 5 3� 3l5 313 415 4 6 314 5f 5 (FULL DP) ItII'Irrr,, PSF 72 791 79 HEAD 2 ` 'rn!Y '•YN:7 ;' C,D,E,F,G, 2 .,,2. 2 2 2 ...,2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 \�� v, ;• 53.125 H,I,J,K,L 2 2 2�2 2 2 2 3 2 2 2�3 3�4 2I3 3 4I. 3�4 2 3 3�4 3�4 3 .3 3�4 3�5 33 4 4 4�6 3 4 4 5 4�6 3 4 5 6 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 22 3 2 3 JAMB BELOW -_ p1gM _ ...... ._. ..._...._ _.,... _... . ...__... ... _....._. ..__..... ..i.._....._.. _.._........_ MTG.RAIL 2 2 2�2 2 2 2 3 2 2 2I3 3 4 213 3f 4 3 4 2 3 3 4 3�4 3 3 3 4 3 6 3I3 4 4 415 3 3 4 5 4 6 3 4 4 5 l I'•, �rf/16 i R AI 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/9 WINDOWS �' �;�,.;;.':!�?,;.x,,..••;;<�' N.VENICE.FL 34276 (, �u ��'�� ALUM.SINGLE HUNG WINDOW,IMPACT P.O,BOX 1529 r' t' Onwn By. Oalx Oats NOKOMIS.FL 34274 Visibly Better " �'"' °n'"" O...' — A.LYNN MILLLF2,P,E. F.K. 7/29105 J.J. 2/28/07 sri7d9 NTS B m 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: 29.665 1 37.155 44.655 52.155 1 59.655 67.155 1 74.655 76.000 3-#12SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ U U ❑ U UJ2,� 2 U ❑ U U ❑ U U ❑ U U 2 ANCHOR LOCATIONS ARE BASED ON THE qo Z Zt?0 ZrZc?0 Z Zc�O Z Z Z[h0 Z Zm0 Z Zc�O04 Z�Z WINDOW GLASS V4 0 ON NO ONONO`-ONONO'�O '-ON NO�ONONO�Oof o O FOLLOWING DIMENSIONS: WIDTH TYPE S U U U U U U U U U U U U U U U HEAD-18112"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS .__ _...__-_ _. . ... .. ..___ ..... _ 15"MAX.FROM BOTTOM CORNERS ,I,J,K,L2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 19.125 11 1SILL-ANCHORS NOT REQUIRED A,B,M _ ._ . ... 2(2 2 2 2 2 2 21 2 2 P(2 2 Z 2 2 2 2 2 2 2 2 2I2 3]2 2 2 3�2 3 2 2 2 3 2 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 1 1 1 2 2 1 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 Ili 2 2 3 21 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, 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 212 1 1 2I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2I 2 3(2 312 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: 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, 111 111 111 212 212 212 213 212 212 323 - -- -_._ __ - __ __.__- _.._ ___-_. _. BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A H,I,J,K,L 2233333233332233433243433243 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 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 3I 3 3I 3 2I 2 3 3 4I 3 3 2 4 3 4(3 3I 2 4�3 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.._ ..._�...._.,2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 11 1 1 112222222322233322 333333433332 33433243443243 AVAILABLE. A,B,M 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 1 1 1 1 2 2 2(2 2�P 2I3 2 2 Ili 3 3 2(2 3(3 3 3 3I3 45 3r3 3(2 3 3 4 3 3(2 4�3 4�4 3 2 4'3 PSF 54 79 62 79 C,D,E,F,G,_2 2 2 2 2 j. 2 2 2 2 2 2 „2 2 2 2 ..2 . . 2 2... 2 2 2 2 2 2 40.000 H,1,J,K,L 111111 222(22(22�32(2333I3223(34I3334333334344334134(43I353 A,B,M _--- _ 2 2 ...2.. 2 2 2 . .._2. 2 2 2 2 2 2 2 2 2 2 2 2 2 121 121 121 222 2I2 i 2I3 2I2 3I3 3I3 2I2 3(3 4I3 3 3 4i3 3I3 3 3 4I3 4 4 3I3 4�3 4 4 3I3 5I3 TABLE KEY: PSF 49 79 56 79 79 _.... .................. .... _ ........._.......... ...2 2 2 2 2 2 2 MAX PSF � 44.000 C,D,E,F,G, 121 121 121 222 2(2 222 323 222 323 3I4 2C3 323 424 323 4(3 424 323 42.. (DP LIMITED) 117 PRODUCT REVISED H,I,J,K,L 3 4 4 3 3 4�3 4�4 3 3 5 4 HEAD nscomplyCneg�w+rt 1noPlotiaa 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2Nmn� 1 0 14 `3 Eui A,B,M _.._....... JAMB ABOVE 3 3 AR i,m oma a 21 111111 22222233212333 42 33344334�3443343443I34I3443354 MTG.RAIL PSF 45 74 51 74 79 79 Rr� C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Mimnl ide Pmduct'Co irW 48.000 H,I,J,K,L 1 1 1 1 -I Ti 2 2 2 2 2 2 3 3 2(2 3 3 3 4 3 3 3 3 4 4 3 3 4141 4(4 3 3 4 4 4 4 4 3 5 4 4�4 413 5I 4 MrG.RAIL 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M 121 121 127 222 2(2 222 323 222 323 3 4 3 3 3 3 4(4 3I 3 4 4 4I 4 3(3 4 4 4 4 4 3 5 4 41 4 4 3 5 4 (FULL DP) HEAD 2 PSFJ 41 167 46 67 76 79 JAMB ABOVE 2 2 coEFG,D,E K,L2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL 2 2 2 2 2 _2 3 ....Z.. 2 ._....._.... ....... ....... ........ ....... ....... 53.125 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 JAMB BELOW 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 �—.— A,B,M 111111222?222333I33�344334444334I44I4334I45I44361' 1'5 354 MTG.RAIL I '• b c;': i ANCHORAGE SPACING,STANDARD VIEW "•••..• .•+•, ay; BnWlna• 1070 TECHNOLOGY DRIVE -Io: aw R" N.VENICE,FL34278 ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1520 — 1p w,- A.LYNN MILLER,P,E. NOKOMIS,FL 34274 Visibly Better F.K. m7/2s/osJJ 223/07 sH7oo NTS 9 m 11 4040 20 F FL P.E.#58705 I 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 B. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.666 28.211 33.754 1 39.296 1 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 3 S A SCREWS WINDOW GLASS c'O z Z vi O Z z m 0 Z z m 0 z_Z m 0 Z r Z m 0 z Z m 0 Z_z m 0 z Z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING rf O N O O N N O O c O N O 0 cJ `�0 O N O N O 0 c N O 0 c O N O 0 t3 ONO O DIMENSIONS: WIDTH TYPE U U Q$ U U y} U U U U U U U U U U U U HEAD-18 1/2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS _-_...._. _._.... _. ...... -_--... 11 1/2"MAX.ABOVE THE MEETING RAIL K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 32 3 3 2 33 3 3 B"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 1 1 1 16"MAX.FROM BOTTOM CORNERS ., ._ ..,... _..... K,L 1 1 1 2 _•.•2 2 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. ,. 1 1 1 1 1 1 2 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 -- --- _.-,_-, _ ..._..... ,__ -._...._-_._. -.-. VIEW WINDOWS FROM TABLES 7.AND B.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,FA 1 1 1 2 1 2 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 _.. _..._.. .._ __... ._.._...- _....._.._ ............... .................._.__...........__.... WINDOWS ARE 12 5/8"MIN.TO 38"MAX. K,L 1 1 1 .2.- 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2„ 2 2 2 2 2 2 2 2 2 2 2 1"LESS. —.__ _ _.. ..2.... K,L 1... 1 2 2 2 9 3 3 4 3 4 4 3 4 4 3 5 4 4 5 6 4 B 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 78 77 79 79 78 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 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 PRESSUPSF 78 79 70 79 79 71 79 73 78 RESPECTIVE FORSIZE A 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 79 64 74 66 77 69 69 TABLE 7.KEY: _ _. — 2 3 63.126 D,E,F,J, 2 2 2 2 2 2 3 2 _2 3 2 3 3 2 3 3 2 3 3 2 MAX PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE S. JAMB ABOVE 2 MTG.RAIL SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 (FULL DP) ANCHOR TYPE. ❑ c� o 0 0 0 0 0 0 0 0 0 0 o U o 0 0 0 0 0 0 0 0 m o N z z m o N z z �+ O N z Z m O N Z z m O N z Z m O N Z z o N Z Z "' o N z z HEAD 2 WINDOW �t N v N pj of Q$ of 9 $ N $ $ $ N c❑i JAMB ABOVE 4 WIDTH PRODUCT REVISED 19.125 1 1 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL as complying with Iho Florida (1( 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Building Code Accoplm,co No) I •„z21 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 C, 1 pirni Dnlc f(J�� 37.000 79 TABLE 8.KEY: bfnmi de Pmducl Co 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 MAX.PSF 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 1 3 3 4 3 4 4 1 3 1 4 (DP LIMITED) 112 u 44.000 68 78 JAMB BELOW 2 :',tzCl ,'+:'.'.....ry. 2 2 2 2 2 2 3 2 3 3 3 3 _4F TF 3 4 3 4 5 3 4 5 3 4 MTG.RAIL 4000 63 72 79 8. 2 21 2 2 2 2 3 —21 3 4 3 3 4 3 4 4 3 T 4 5 3 4 5 T 3 T4 FULL DP 73 58 66 72 JAMB BELOWB 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL 1WO TECHNOLOGY DRIVE ANCHORAGE SPACING CUSTOM VIEW ;.' x:`>'•''; N.VENICE,FL 34276 '�,�• ,•••• •'•" �— ALUM.SINGLE HUNG WINDOW,IMPACT 9y. a.- a P.O.BOX 1529 'r I ' I` er oam u"am a"ro NOKOMIS,FL34274 Vis(blyBetter 6 9 NTS 10 11 � 4040-20 F A LFLP.E.#58 OS P.E. F.K. 76115 J.J. M3107 EXTERIOR INTERIOR NOTES: WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY ALL HEAD AND SILL DETAIL ) APPROVED 14'ELCO TAPCONS OR 114"SS4 CRETE-FLEX, MINIMUM DISTANCE FROM (SEE NOTE 2&3), ANCHOR TO CONCRETE EDGE IS 1 3/4". 1-314"MIN.EDGE CONCRETE ANCHOR (SEE NOTE 1 8 3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (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. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE ": •:',.1 3/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • •1.3/4"MIN.,1/4'CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x MIN. 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK —t 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 114" 1/4„ 6063-T5 AND A MINIMUM OF 1/6"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX 11 MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM 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 MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 15 EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1l4" 138. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. IMP MAX.SHIM 1/4"MAX.SHIM 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-3/4"MIN EDGE I O 1"MINTEDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. I(IIII o CONCRETE ANCHOR, I WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING i I "ItIU RAIL.(SEE NOTE 1&3) I A RAIL.(SEE NOTE 2 8 3) 3.35 KSI MIN.CONCRETE INTERIOR s•.; OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK n_ OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 518"MIN.EDGE 2-1/2"EMBEDMENT MAX.. 1/4" SHIM O — WOOD FRAME MAX, PRODUCT'REVISED —WOOD FRAME SHIM j as Mil un yiog�tdlhtYwFlmWa � UuilQing Code 518"MIN.EDGE Aeceptnuco No(6'O-714-f- .13V DIA.MIN. L q,imd m Dute 2-1J2"EM FOMENT x 2 1/2"NAIL, D AT CORNERS Y 131"DIA.MIN. Minnil 7adc Product x 2 112"NAIL, AND 5"O.C. WOOD FRAME AT CORNERS AND 5"O.C. 5/8"MIN.EDGE I I �( 131"DIA.MIN. :,'. :'•.:f„ x 2l/2"NAIL, D MAX. AT CORNERS SHIM AND 5"O.C. 2-1l2"EMBEDMENT 1a. }rn DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE " ` P' T ANCHORAGE DETAILS 107N TECHNOLOGY DRIVE now u,-"f "• N.VENICE,FL 34276 ., .=1`I,�}. '•�;,'•' —�— ALUM.SINGLE HUNG WINDOW,IMPACT YN ++• P.O.gox faze � ,,,"„°M, A.LYNtJ�ILLER,P.E. NOKOMIS,FL34274 Visibly Defter „ F FL P.E.#58705 F.K 9/1/05 J.J. 2123107 SH700 NTS 11 11 g040-20 4�y 4 F i� F g L � sip'{ f�•`'�,JP/ 9 �y�� ;2iavt,^ad aY;CxuG.�,B s k es `,Ccatt�:FiCMCRMRTRA4t= 44me.Fakon Cremarl &AI and Trsverciz�c + S PC (:03/4 33 t C sU1.1 rs*A. 8 � Cc iLTiCd? 0-1 t i dSS I +n�m '8416KC 4Y@1'$.E fk^S$C37�PE„iAftS 701491 CVLOR :YM,,4' ,�, 4Xtlp�'66tl.Y1 i