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HomeMy WebLinkAboutNOA; Series SH-700 Aluminium Single Hung WindowMIAMkQAO MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3154590, F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) _ mnymmismidade.8oyl era! PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction, materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 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 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change, in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 (( 6f, & Expiration Date: March 26, 2016 J` 111 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--94 2) Cyclic Wind Pressure Loading per FBC, TAS. 203 94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked —up drawings and installation diagram of an aluminum single hung window,, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"649 and FTL-4723, dated 10/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 0 • PGT Industries NOTICE OF ACCEPTANCE: EVIDEN A SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) 'dater Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per F13C, TAS 203--94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo targaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS Y 1. Anchor verification calculations and strudtural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and'sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, R E. (Submitted under previous .NOA No. 07-0322.06 and OS-1018. 0.1) G. OTHERS 1. Notice of Acceptance No. 11-0405,10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/15" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/10"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5118" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. Q H. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/6" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13118" LAMI IG: (1) LITE OF 1/6" TEMPERED GLASS, AN AIR SPACE AND 6/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE.MAXIMUM PVB INTERLAYER. K. 13116"LAMI IG: (1) LITE OF 1!8` TEMPERED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5118" LAMI CONSISTING OF (2) LITES OF 10' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: '00 (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL4650, FTL4651, FTL4723, FTL4957, FTL-4958 AND FTL-6063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). CAP GLASS TYPE TO Po. ,n I km— ALUM. SINGLE HUNG WINDOW, IMPACT NOAOMI3, FL 34274 Vbib& Beaff s N7S7 r 11 "4040-20 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............: 5 HORIZ. SECTIONS ........... 6 PARTS LIST ....................... 8 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 Florida 2�O�............ • *'� Q : y81a5 LU i'C StPtEOP • (�? A. L1�n1141Nn1ELLi3, P.E. FL P.EA 68705 or 16,87,88 or 9: 1/2" NOM. GLASS BITE 191 1/8" ANNEALED OR HEAT STRENGTHENED GLASS T�090 SOLUTIA OR DUPONT PVB INTERLAYER ' /ff ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16 LAMINATED GLASS 1/2" NOM. GLASS SITE 39.90 or 91 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED AIR SPACE 1W ANNEALED OR TEMPERED GLASS 13/16" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI 0 lIV0 CMANOES THIS SHEET Ilfl 8 I 8 IMD MM92 TOB OUNI LG. G MS 0/1'w 1,771m2%29/07 1 _ DM. SITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. Gj EXTERIOR INTERIOR [> (ALL SECTIONS) -%r3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 131 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8"TEMPERED GLASS© 13/16" NOM, 13/16" LAMI IG GLASS W/ 7/16" LAMI NOKOMM,FL 342M 1529 P.OALUM. SINGLE HUNG WINDOW IMPAC . BQX 76Y8 saw bnw, ��- NOKOM6, FL 84274 Yiifbly Behar SH70o Full 2 m 11 4040-20 \\" "4 ONN .... 5* 05 a Gt 10 to 61 LUeof '%/SSIONAL A.L1I6MILL12 P.E. FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT 2" WIDTH GLASS TYPE 83" 88" 88" 70"r7e. X, TABLE I. TV 48" A,B,M +80.0 -80.0 +80.0 40.0 +00.0 •80.0 +60.0 -80.0 •80.0 +60.0 -80.0, +60.0 •60.0 50" A,B,M +00.0 -80.0 +80.0 •80.6 +80.0 -80.6 +80.0 -80.0 •80.0 +80.0 •00.0 +79.0 •79.0 62" A, ,M +80.0 •80.0 +80.o -80.o +80.0 -80.0 +800 •80,0 -78.8 +77.3 -77.3 +76.8 -76,9 831/8" A,B,M +80.0 -80.0 +80.0 •80.0 +79.8 79.8 +782 78.2 -78.9 +76.4UP To 63118" CD,E,F,G,H,I,JK,L +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 •80,0 +80,0 80,0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 316" 44" 60 618" 03" 72° 74" TABLE 2. 78" 48" A, ,M +00.0 -80.0 +8D.0 -80.0 +80.0 -60.0 +80.0 •80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0. 80" A,B,M +80.04-0.0 80.0 80.o +80.0 .80.0 +79.9 79.o +70.0 •70.0 +70.0 -8709..08 ++807..00 -8707.,80 52" A, , +80.08 -00.0 +80.0 80.0 +76.9 •70.9 +70.0 -10,0++88 A, ,M +00.0 -8.0+80.0 80.0 +76.0 880 763118" 5.0+80.0UPT0631/8" C,D,E,F, ,H,I,J,KL +80,0 80.0 +80.080 -80,0 +7p.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 IP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX, WINDOW HT. Wl SASH ■ 78° FLANGED AND 76° INTEGRAL FIN) WIDTH GLASS TYPE 17118" 1 2 11/18" 1 26 3116" 1 33 3l4" 1 39 5116" 4413AV' 1 60 316" 1 6516116" 631l6" D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 •70.0 +7D.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/1@' LAMI • (1/8"A,.090,11WA) FTL-4647, 4040, 4723, 4957 S. 6/18" LAMI- (1/8 A,.080,1/8"HS FTL-4847, 4048 C. $110" LAMI. 1/8"HS,.09D,1/$"HS) FnAS47, 4048 D. 7/18" LAMI. 3/18 A,.090. 3/16"A FTL-4845, 4088 E. 7/16" LAMI - (3/1WA,.080, 3/18"HS) FTL-4645 F. 7110' LAMI - (3H0"HS,.090, 3H8"HS) FTLAS46 G. 13110" LAMI I0.1/8" T, AIR SPACE, 5/18" LAMI - (118"A,.090,1/8"A) FTL-4846, 4723 H, 13/16" LAMI 10.1/8" T, AIR SPACE, 5/18" LAMI - (1/8"A,.0W l/8"HS) FTL-4640 I. 13/18" LAMI IG -1/W T; AIRSPACE, 6/16" LAMI • (1/8"1-18,490,1WHS) FTL-4640 J. 13/18" LAMI 10 -11W T, AIR SPACE, 7/16" LAMI. 3118"A,.090, 3118"A) FTL-4849, 4850 K. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI • (3/16"A,.090, 3110"HS) FTL-4849. 4660, 4958 L 13116" LAMI 10.118" T, AIR SPACE, 7/18" LAMI • (3/18"HS,.000, 31WHS) 1`764849, 4650 M. 13/18" LAMI IG-1/8"A, AIR SPACE, 511W LAMI - (116"A,.000, 1/$"A)A FTL-5083 MEETING RAIL HT. "X" STH HT. MEETING RAIL 8H ® � W HT. "O MINUS SASH HT. HT. MEETING RAIL 4 .X" IH 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 V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12'6/8" MINIMUM TO 39' MAXIMUM. NOKOOM FL94271--- VtrI6FyBetrer - woo N7S - 8 d 11 jftftlft404"0 -k�,• No• 58T05 to it If . F ...... 4� A. LYWAI' lnI ILLS, P.E. FL P.E.# 68706 531/8 MAX. FLANGED WIDTH® 621/8" MAX. LF, WIDTH 49 618" MAX. FIXED D C —1 DLO (ALL) 75.. 76° 76 MAX. SEE I.F. � A I.F. C I.F. TABLE 0 / p �. HEI HT SEE DLO HEI HT SEE DLO HEI HT ® TABLE O ® TABLE 0 78" MAX. 76' MAX. 78" MAX. FLANGED FLANGED FLANGED 38 7/18" HEIGHT HEI HT HEI HT SEE DLO MAX SASH SEE DLO � TABLE x %/ X / SEE SEE DLO )( S E (MAX.) / HEI HT TABLE j NO E 4 TABLE j N E 4 L 481/4" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1 /1 76" MAX. 17W MAX. I I.F. I.F. HEI HT E HEI HT SEE DLO SEE DLO TABLE ®76"M� TABLE 0 j ® MAX FLANGED FLANGED HEI HT HEI HT PRODUCT R1iV[SfiD SEE DLO TABLE X j I SASH SEE DLO TABLE x j 3 SH BscomplyUtBwidrlhaPlorida Bugdiog code HEIGHT HEIGHT AceeptancoNo on Torn B DETAIL D DETAIL E mieml ode Pro uctConirol VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) 111111 \��� 1 LYNN ... NOTES: �. o� ,.......,,, 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. \ �� ,.;CENB@ 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.;' 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. * : NO. gg705 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & CARE BASED ON A THREE OVER TWO FORMAT, JJ ' 1007/ff D NO CHANGES THISSHEE'T LE EVAT/ONS 'PD'•" - PLO 1070TECHNOLOGYDRIVE �i ''•.,,LOR.a.• J.R 04/Ofill C NO CHANGES THIS SHEET NOMMIS, FL 84276 P T �" FS • • ALUM. SINGLE HUNG WINDOW IMPACT --1, ONA�,�` F.K 1f/19/OS B ADD INTEGRAL FIN I.F. VERSION,CHaNOTE& ADD NOTE4. P•O•"ox�� a.i mro°a so°a mwe vftm — A. LYNtd10i11IkL P.E. � �,Daw ch.aa na.: NOZ=160 FL 34274 , visibly Better sH70D NTS 4 d 11 4040-20 O FL P.E.# 68705 F.K. W1/05 J.I. 2=7 ERTICAL DA L G OPENINti DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/18" B 41 b/8" 41 1/4" C 414/4" 40 7/B" D 52 618" 5211/18" E 521/4" 52 6/18" SASH DETAIL LOW 31LL HIGH SILL A 341/2° 34 3/18" B 27 7118" 271IB" C 27 7/18" 271/8" D 78 3/8" 15 3/4" E 18 3/8" 15 3/4" TABLE 5. I�-2.784"— l I II INSIDE v (LOW SILL) SEE NOTE ABOVE nULTRALIFT 12 ONLY 'MON B-B SILL SHOWN) ,HMGES THIS SHEET NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)V' FROM EACH SIDE OF SASH. INSIDE f `-MAX. VENT DAYLIGHT OPENING I I I NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9"10,11,15,16 1 1. OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS,& INSIDE 47 t246 HIGH SI L 2. 30. LOW Si).L HIGH SILL 48 LOW SILL HEAD 68f�2.710­1 ®I.F. FRAME q jjjj� 53 II OUTSIDE P.O. BQX 1b2B NOKCMIS, FL 84474 ULTRALIFT ONLY SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VEi SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT Half 5 d 11 4040.20 0° the Florida %XNN RIZ4'�i,�� o G✓t,ti 10 ' �•'• STAiEO •' i SIONP&i A. LYW MWUER,$'E' . FL P.E.# 58705 ITEM DWa# . DESCRIPTION PON 1 4002A FLANGE FRAME HEAD 612225 2 1166 #6 X 1.000 QUAD PN. $MS 781 PQA 3 40030 FLANGE FRAME SILL LOW SILL)' 812228 5 1628 . ADHESIWOPENCELLFOAMPAD 7PAD1626 8 40 .. FLANGE FRAME JAMB 612227 7 4025 SAM -S P 012244 0 4025 SASH SOP (EGRESS)1.128 LONG 612244 9 4020 SPIRAL BALANCE, 3/8", $18", OR I IRS" 10 1080]0X.?50PM.PN.SMS BALANCE COVER 3/W OR 518" 6BA.CVR916 11 7034M 12 BALANCE bOtM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE' 42504 16 #8X1 PHILLIPS FLATHEAD&STL 78XIFPAX 16 1080.1 BALANCE COVER,11116" OBALCVR670 17 40 3 SASH STOP COVER 64063 10 4029-1 SASH BRACK 7ULBRKT 19 #8.32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 40540 PIXEQ-MEETING RAIL 640540 23 40060 SMH rOP RAL 84111 26 2 6 W$TP,,.1 X.270 BACK, FIN SEA. 87818G 2 1096 SWEEP LATCH 71006 2 101@ #8 X.696 PH. FL. SMS 7808 26 4007 SASHBOTTIOM L (LOW BELL) WOO 30 1228 ., BULB VINYL 8 249 31 4006 SASH SIDE RAIL 012231 34- 1263 GASH ACE GUIDE 4 501 38 1@ 2 IS N BLOCK3132"X26184"X1" 71022K .36 1062 LAMIOB GBLOCK 1"X3/4"X1116" 71052K 7 1224 VINYL QLAZ. BEAD BULB IC 6TP247 ,K 38 1225 VINYL GLAL BEAD BULB (THIN) STP248K 41 40390 WL-AZING 000, 6118 LAN. GLASS. 84039 42 4 44B GLAZING .0/16 LAM W/GRILL KIT 844703 44 4222A GLAZING , 7MO"LAIW 04222 46 986C GLAZING BEAD,7/18"LAM /GRILL.KIT 6905 46 4067 GLAZING DEAD,13116" LAM I.G. 04087 47 4071A FRAME, 1. I.P. WAD 04071 46 4072A FRAME, I.F. LO SILL 04072 49 4073A FRAME, If, HIGH HILL 64073 60 40740 FRAME, I.F. JAM 64074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 704009 63 1086 SPRING, SILL LATCH (GRES8 7PPRNG 64 V40 BILL LATC OR SS 0 ILL 62740 56 1014 SCREEN FRAME (HOR. & VER.) 01014 56 '1630 SCREEN CORNER KEY WIRINGS 71630 67 1631 SCREENCORNER.KENW/OUTRINGS 11631 66 1073 ISCREEN SPRING 7CASP 68 1 1624 ISCREEN SPLINE-.135 DIA FOAM @1 24K P.O. bQX 162Y NOKOMIQ M 81474 ITEM DWG# DESCRIPTION POT# 60 1635 SCREEN SPLINE-136 blA,HARD 61636K 81 SCREENCLOTH 61616 63 606 GLAZING CHANNEL (.688X.600) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 708X1 67 GLAZING T ,.1110 X 1 -7118 LAN 82 10 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 89 4060A I FLANGE FRAME SILL HIGH SILL 64060 70 JBILICONE, DOW 899, 005 OR EQUN, 80 A GLASS, 5116"LAMI, (118"A•090 PV8,1/8" 81 S. GLASS. 6/16 LAM, 1/8A•090 PVB,118"HS) 82 C, GLASS, 6118" LAM, 1/8"HS,.000 PVB,118"HS 83 D. GLASS,1116" LAM, 118" •090 PV8,1/8" 84 E. GLASS, 7116' , (118'""A.b90 VB,1/8"HS) 86 F.CLASS, 7118" LAMI, 118"HS,•090 PV8,110"H3) 88 0. GLASS,131161 LAMI 1G;'1'T, AR SPACE, 6/16" LAMI, (1/8"A.090 PV9,1/8" 87 H. GLAISS,13118" LM 10;118'T SPACE, 611 "LAM, (116A.090 PVB 1/8"HS 88 �,AIR 1. GLASS, 13/18" LAM 1G;1/6'T, AIR SPACE, 5/18" LAMI, 1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS,13/10" LA MI 10; 1/8"T, AR SPACE, 7110" LAMA, !18"q.080 PVB,3/1@" 90 K. 0LASS,13/18" 10:118'T A SPACE, 7116" (3/18"A.090 PVB,3/16"HS 91 IL, GLASS, 13/10" LAM 10;1/8'T AIRSPACE, 7/18" I.W. 3/18"HS,.090 PVB,?IIWHS) TjW 47 FRAME I.F. HEAD ® #4071A, 6063-T6 ®48 FRAME, I.F. LOW SILL #4072A 6063-T6 ®50 FRAME, I.F. JAMB 49 FRAME, I.F. HIGH SILL #407413, 6083-T6 ® #4073A, 0063-TO (USED AS RADIUS TOP HEAD) Beam I Zy' I NTS I@ d 11 I 4040,20 with die Florida �. "k ,. R Nse"' uJ Itor:: - '�', SSI01y�,• A. LYIWJ MAlLLId,PP.E. FL P•E.# 58705 — 2.764 --1 1.383 .062 O FLANGE FRAME HEAD #4002A,6003-T6 O FLANGE FRAME JAMB #4004, 6063-TS (USED AS RADIUS TOP HEAD) 1.342 ff .062 I► j 155 21 FIXED MEETING RAIL #4054A,6063HD-TB 062 r 2,830 0 �---2.784—►{ O FLANGE FRAME SILL (LOW) #4003C, 6063•T6 062 1 .490 �1.461� T OSASH STOP 04026, 8083-T6 f +-2.279---j 1.707 .062 23 SASH TOP RAIL #40000,6063HS-T6 I2.784—�{ 69 FLANGE FRAME SILL (HIGH) #4060A,6063-T6 714I9 8HEE7 1--1.513--i 738 .040 I f, 17 SASH STOP COVER #4063, 6063-T6 2.328 ----i 1.97 .os2 SEALANT ALONG ENTIRE JOINT I I.F. FRAME,& 6 or 50 Vj--WELD 8 or 50 tkALONG Cr DCU SEALANT OR GASKET JLlll1_/ BOSS (2) AT HEAD AND SILL I VIEW D-D VIEW E-E VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .05D ' 1.165-1 .878 1.096—r ■ =i� 062 18 41 GLAZING BEAD, 5/18" 04039B,6083-T6 28 SASH BOTTOM ML(LOW) #4007. 6063-T5 j�.050 i .66778 1.096 4455 1T■ 'iLL��� T 44 GLAZING BEAD 7/16" #4222, 6063-T6 68 SASH BOTTOM RAIL (HIGH) #4061A, 6063-TS DRIVE P.O. BQX 15" NOKOMIB, FL 94274 31 SASH SIDE RAIL #4008,6063-T5 .050-- 1.096— '�[ ���I I O GLAZING BEAD, 6116" 42 PRODUCr:RSVISSD as complyhm with 11m Florida #4044B,6063•T6 (USED W/ GRILL KIT) SuildtngCudo AcoeptenwNo ' 1 .0504%--678 1.116-1 ■ m Ff 46 45 GLAZING BEAD,. 7/16" #986C,6083•T6 (USED W/ GRILL KIT) si 050 T—i � 1 1.097 94067,6083-T6 ALUM, SINGLE HUNG WINDOW, IMPAC Visibly Better z HBH7 a 11�404020 111111l1 ��`•Or1`l �YNN M/(�� i�� * • allo; 705 FSSIONPA\ A. LYNIV'MILLWP.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.803 58.603 54.603 76.000 ANCHOR TYPE: NONE<�rj U v C4 01 U � 8 TONO<O�ONO<8�ONO.-NONo<8C•ONorQ�ONo<o 8 U U V CO) U U U U U U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G,--ft H,I,J,K,L 1 121 _1 1 - 1 1 1 1211I'Tii 1 1 1 221 1 2222222222222�22222222222222232233 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B M 1 1 2 _1 1 1 1 1 1 _1_ 1 2 1 1 1 2 2 2 1 2 _1-1— 2 2 2 2 2 2 2 2 2 2 2 2 _17— 2 2 2 2 2 2 2 2 1— 2 2 1— 2 2 —1— 2 2 1 _ 2 3 1_ 2 2 _1_ 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 12 1 1 1 1 21 1 21 1 21 1 2221 1 1 22222222222222 1 22 1 1 1 1 1 1 1 32 1 2 1 22 1 2 32223332233 1 1 1 1 1 A,B,M 1 1 2 1 1 1 1 1 2 —1 1 2 1 9 2 1 1 2 1 2 2 1_ 1 2 `1--1— 2 2 2 2 1 2 2 —1 2 2 ,1—v1 2 2 2 2 1 2 2 1 2 3 _1 2 2 —1 2 2 2 3 2 2 _1 2 3 —1— 3 3 1 2 2 1 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 _1 _ 1 H,I,J,K,L 121222231222231223232223232223332233343233343344 _1_ _1 32.000 1 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 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 _ 2 1 2 -- 2 --3344 1 3 2 - 221 _ 22 22 31 223232223 — 23222 - — -.._.. .323 232334233334333435 - A,B M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 _7 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2ff_:� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221222232223123232323242333342334353334453344 _2 A,BN . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222122223222323232323242333342334353334453344 PSF 79 44.000 C,D,E,F,G, H,1,J,K,L 2 2222222 2 2 2 32223232233242333 2 2 2 2 2 2 2 2 2 342 2 3 2 33342334353334453445 2 2 2 2 2 2 2 2 2 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2-2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 _2 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4463446 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2_ 2 2 2 2 _3 2 2 48.000 H,I,J,K,L 22222223222334233334233434233435333345463455 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 j3T43 2 2 2 A B,M 222-22223 222334233334233434233435333345483455 _2 _3 PSF 72 79 79 C,D,E,F,G, 21 2_1 2 2 2_1 2 2 1 2 1 2 2 2 2 3 2 2 3 2 2 3 2 3 3 _2 _3_ 53.125 H,I,J,K,L 222222232223342334342334343334353344463445463456 AB,M 2 1212 2 2 2 2 2 2 3 2 2 3 2 _3 2 2 3 2 3 2 2 —2 2 2 2 2 2 3 _2 2 2 2 3 3 4 _2 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 _2 4 4 4 5 3 3 4 5 4 6 3 4 4 b — n --- - - - 911 D NDCNANGEeTHISSHEET >� tOTOlECHNOLOOY DRANCHORAGE SPACING,, DRIVE flit C HDCNANQE9 THISSHEET NCKOMI%FLSWB Td: R Wp. ' rgqggLI,EEqq��D����rEa ALUM. SINGLE HUNG Wl wo 8 DOPMAX WHER ANCH4 T 15'R'#9nW=DBYSIZF- ro.egxt6se _ ne 000 or-- N.. 1.,FL34274 Viafb{i'Better NTS 8 w >f ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO S84 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATICNS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX, FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF P LIMITED) 118 HEAD 2 RODUCTREVISEE as complying with the 2 3 Eunatngcoac cccpto"coNo J MTG. RAIL 8x lio nos AMB BELOW MTG. RAIL '&W adePtoauctt (FULL (FULL DP)= L_ _—,%% I I I I HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL 4040-20 � * 6L- �olld `) LUZ U op SIP, A. LYU041LI1kA, P.E. FL P.E.# 58705 JAM ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE:----29.655 37.155 44.655 1 62.165 69.656 67A65 74.665 76.000 ANCHOR TYPE. ❑ U ❑ U r, ❑ v U ❑ v U ❑ U U ❑ U ❑ U L) ❑ C3 a MONZ Zr)ONZ Zr>ONZ�ZtnONZ�ZMONZ ZMONZ ZMONZ Zo90NZ �Z WINDOW GLASS N O—ON O�Orl O 0c O ocl O'-ON O'-ccq O` 0a O O WIDTH TYPE U U U U U U L) U U U � U Q 0 L U ? U U 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 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 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 1 1 1 1 1 _1_1 _ 1 2 2 2 1 2 2 2 2 2 1 2 2 _1 2 2 2 2 22 2 2 2 2 _1_ 2 2 2 2 2 2 2 2 3 2 2 2 3 2 _1 3 2 1 2 2 1 3 2 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 2 2 1 111 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 3 2 1 2 2 1 2 3 1 3 2 1 2 2 1 3'2 1 3 2 1 2 2 1 3 2 1 1 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 ITI F 1 1 1 2 2 11 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 3 2 2 2 3 2 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 11 1 111222222232222332233933233332233433243433243 _1 _2 _1 A,B,M 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1171 1 1 2 2 2 2 2 2 _1 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 _1 3 3 3 3 2 2 3 3 4 3 3 2 _1 4 3 _1 4 3 3 2 _1 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 11 1 111 2222222322233322333 3334 333323 34332434 43243 A,B,M 7 1 1 2 1 i 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 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 9 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 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 11 1111 2222222322 333322334333433333434433434433 33 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 _l 3 3 3 3 2 2 3 3 4 3 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L Ill 1 11 l 222222 33 22333423 3344 3343443343443343443354 A,B M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 _2 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 _2 4 3 _2 4 4 3 3 5 4 PSF 45 74 51 74 79 79 O,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111111 2222223322 33 44333344334444444354444354 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 J34 3 2 2 3 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 33 4 3 3 3 3 4 4 3 3 4 4 4 4 4 4 4 3 6 4 4 4 4 3 6 4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 1 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3_ 3 r�3,125 H,I,J,K,L 111111 22222233 3333443344443344443344554354554354 _3 _2_ A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 2 2 3 3 2 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 _3 4 4 3 3 4 4 _3 b 4 4 3 5 4 5 4 4 3 _3 5 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO S84 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 18' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. AS 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD%R0DjjarEVISEDwith the MeridaJAMB ABOVEtmance oOMTG. RAILato _JAMB BELOMTG. RProductCoetro JAMB ABOVEL MTG. RAIL JAMB BELOW, MTG. RAIL 10107111 R� D I NO CHANGES 7Nl88HEET 1070 TECHNOLOGY DRIVE NOKOMIS,FL34275 �'— ANCHORAGE SPACING STANDARD VIEW U* 04/01/11 e, C NOWOd1A97St 0ffHORQ7Yl8RESTRICTEDBYSIZE. RMs4�e B ADD DP MAX ERE R TYISRESTRmCTEDBYBIZE gym. 11/f3/OS P.O.B X 7528 4 NCKOMIS,FL342'14 ALUM. SINGLE HUNG WINDOW, IMPACT vau: 7129105 awdaa J.J. drx 2/29/07 Visibly Better ° idet shoo NTS m+�e a 11 9 �4040-20 1ultlr ...Q Se CpA ' ND 58105 a = gtot* ; ., A. LYNN MILLEftt, P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 1 28.211 33.764 39.298 1 44.839 50.382 55.925 ANCHOR TYPE: p U U U U p Qy' U U U U p U U U U p U U U U p U 8 U ONONO`-ONONO`-OciON0_0 U o U U U U p U U U U p �$ U U U U WINDOW WIDTH GLASS�oNO'�O�I�NO'�O�IONO''O<`IONO`-O�1ONZ' TYPE 19.126 D,E,FA K L 1 _.-. T. 1 -- 1 1 ..-_- 1 1 -- 2 1 -.-..-..-- 2 1 2 1 2 1 2 1 2 1 2 1 -- ..-. 2 1 -. 2 1 -.1-1.__ 2 1 2 1 2 1 ._._ 3 1 --.._-.. 2 1 3 1 __ 3 1 -.-.... 2 1 _. -.- 3 1 _l . 3 1 -. _- 3 1 ' -. 3 24.000 D,E,F,J, K.L1 1 1 1 1 1 1 2 1 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K.L . 1- 1 :1 1 1 -..-- 1 1 2 1 - 2 1 - 2 2 -- 3 1 -- 2 1 . - _ 3 2 _.-- 3 1 3 1 _ 3 1 -- 3 1 --_ 2 1 - 3 1 __ 4 1 --- 3 1 -- 4 1 --.- 4 1 -- 3 1 --••--- 4 1 - - 5 1 3 1 - 6 PSF 79 37.000 D,E,F,J, KL 1 1 1 -1-- 1 2 2 1 2 2 2 2 3 1 .2_.. 2 3_ 2 3 1 -3 2 -4 2 -'3 1 33-._4_.. 2 2 1 3 2 4 2 4 1 1 4 2 1 6 2 1 2 PSF 79 79 79 79 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 K,L 1 1 1 2 2� 2 3 3 3 4 3-' 4 4 3.- 4 4 3 6 4 4 6 5 4- 8 PSF 79 78 79 77 79 79 79 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 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 6 4 3 6 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 1 2 1 2 1 3_1 2 1 2 2 1 2 1 2 3 2 2 3 2 2 3 2 2 K,L 1 7 1 2 2 2 3 3 3 4 -4 4 5 1 4-1 3 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 84 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 1 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 1 3 1 4 4 4 1 6 4 1 5 1 6�1 5 8 8 1 5 1 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. ANCHORTYPE. 12g77616.776 18.776 21.776 24.776 27.776 30.776 31.108 o tiONN o NZ 8`�8 Z� u NZ.-ZN�NZ 8 o 8 O SOU o ON�NZ 8 O NZ 8' 3 M o N z 8'�8 z M g n( N z 8 WINDOW WIDTH 19.125 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 1 3 37.000 79 2 1 2 2 2 2 3 2 3 3 1 2 3 3 3 3 3 3 3 4 3 3 4 1 3 1 4 40.000 74 2 2 2 -2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 1 3 1 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 83 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 1 3 4 5 3 4 53.125 73 58 66 72 2 2 2 2 2 2 1 3 3 3 4 3 4 4 3 4 5 3 4 5 1 3 5 5 3 5 04101111 P.O. BQX 1m N0K0MI8, FL 3427/ 1 VLd hlr Better SH700 (FULL DP) JAMB BELOW 2 MTG, RAIL CUSTOM VIEW NTS 1- 10 d 11 1 4040.20 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - l9' ELCO TAPCONS 2 -1W ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD-181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL B" MAX. BELOW MTG. RAIL 18" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE B. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR (� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE l" 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 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD f-T JAMB ABOVE MTG. RAIL I ROM A ��SBnpl.db ® TABLE 8. KEY: 2Aivro uc Conu Mikx PSF (DP LIMTED) 112 JAMB BELOW 2 �111111 MTG. RAIL `\�NV 4YNN R' 58705 �it� '•. PLORIOP•' 0 ,&/ONAL,a A. LYN INILLLA, P.E. FL P.E.# 68706 EXTERIOR INTERIOR ®NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAILS) APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3M'. 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3),& 2x WOOD BUCK44�)(SEE OOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR Q(SEE NOTE NOTE 2 & 3)® 1/4"FLASS4 DANCHORS3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVEi/12 TRIMFIT HEADS. 13/8"MIN.,1/4"TAPCON� 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •9 314"MIN.,1/4" CRETE•FLEX13/8" TOTAL THICKNESS IS LESS THAN INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2OPTIONAL ix ----r - ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK j t ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, (SEE NOTE 4) - 1 —" 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF IMP 1/4" 6063•T5 AND A MINIMUM'OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX• SHIM MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET SHIM 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 IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1/4" MAX SHIM Imo— Ann 1 1/4"F I MIN. r "� 1 3/8" 1/4"MAX. SHIM F+—MIN. O MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL THE REQUIREMENTS OF FBC CURRENT, • ; : ED TION SECTION 2 03 8A (SUPPLEMENT 20 5)ET CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING® RAIL, (SEE NOTE 1 & 3) ® RAIL. (SEE NOTE 2 & 3) 3.35 KSI MIN. CONCRETE INTERIOR OR 1.6 KSI MIN. CMU ® (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE *2. WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4) ® 11\7 t DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX-�1/4" SHIM—] - FRAME MAX _[SHIM Awl 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. a DETAIL F, (HEAD) FRAME I " - 131" DIA. MIN. x 2 l/2" NAIL, AT CORNERS AND &' O.C. .131" DIA. MIN. x 211T NAIL, AT CORNERS AND 6" O.C• DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) FO TECHNOLOGY OWE ANC1 NOKOMIS, FL 34.276 P.O. BOX 1629 �— aL AI NOKOMIB, FL 34274 Wb& Better 8H700 NTS 1 11 a 11 FRAME IIII11 vNN is Noo.6BI06 is Ir A I '•. STAB F ; � • �: N,IMPACT D A. IYN�MILL'Fili�P.E. 404020 SION FL P,E.# 58705