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Home My WebLink AboutNOA; Series HR-710 Aluminium Horizontal Rolling WindowM1A��MI-DADE t,�`11,►LY DEPARTMENT OF REGULA BOARD AND CODE ADMINI NOTICE OF ACCE PGT Industries 1070 Technology Drive North Venice, FL 34275 115 i 0. r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 kTION DIVISION T (786) 315-2590 I' (786) 315-2599 ONCE (NOA) wwtiv.miamidade.eov/ecb my SCOPE: This NOA is being issued udder 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 A1-IJ 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 "HEZ-710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL, DOCUMENT:j Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, 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 RATINfG: 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 and renews'NOA# 11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.09 M1AM!•DADE COUNTY Expiration Date: December 21, 2021 Approval Date:. July 09 2015 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07 0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1. through 11 of 1.1, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07 0815.09) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03108/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted un(ler NOA No.06-0405.06) 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) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel Pre , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis; complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn; Miller, P.E. 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 "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with F.BC-511 Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..I`TL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405 06) G. OTHERS 1. Notice of Acceptance No.11-1.114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. Manuel P e ., p.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 E-2 Approval Dale: July 092015 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAM[ CONSISTING OF (2) LITES OF 1l8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090"'PVB" INTERLAYER, C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PUB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090- "PVB" INTERLAYER. F. 7/15" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3116'ANNEALED (MIN.) GLASS, 5116"OR 3/8' AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .09D" "PVB" INTERLAYER. 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "P_VB" INTERLAYER. I. 13116" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5116"OR 318" AIR SPACE AND 5116" LAM[ CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116"OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13116" LAMI IG: (1) LITE OF 1/8'OR 3/16" ANNEALED (MIN.) GLASS, 3116"OR 114"AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A.090- "PVB" INTERLAYER. 2. CONFIGURATIONS: OX. XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 331/30% STRESS INCREASE HAS NOT BEEN 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. "PVB' = IL KURARAY BUTACITE" PVBINTERLAYER or SAFLEePVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 7. REFERENCES: TEST REPORTS FTL-4858, FTL4859 AND FTL-5330. ELCO TEXTRON NONS Q ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY D AHURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 11 TECHNOLOGY OR NE --•'— - N. VENICE, FL 04275 n0` ALUM HORIZONTAL ROLLER WINDOW, IMPACT P,O.BOXIL 34 ��m„c�prNpin NOKOMIS. FL 04274 Visibly Better HR710 NTS 1 yd 11 II 4127-10 F NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ: SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE .................... 8-11 PRODUCT REVISED ns canplying vvilh the m mida tgcoae Al"pl b �I. ' Acttploote No Exoimtion Datc By v Miam o c rodud Can plo, 58705 . Lr pi I 1n: E or. OT��., . FIGR\OP.•� \�J 51UNAk A. Lllf✓N MILIEfi,\P.E RES 50705 "PVB" 2L _ KURARAY BUTACITE PVBINTERLAYER Q or 21 nl SI I 50 21 50 SAFLEX PVB INTERLAYER BY EASTMA N CHEMICAL COMPANY 21 1 112" NOM. GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 21 1 1r2" NOM. GLASS BITE Ji 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .09D PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS T4- 5/16" LAMINATED 5/16"OR 318" AIR SPACE 118" OR 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 112" NOM. GLASS BITE EXTERIOR INTERIOR+[ (ALL SECTIONS) 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS UZ' NOM. GLASS BITE I2,73,74,75,76,7' V 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 114"AIRSPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. REWSED INTERLAYER MANUFACTURER 1070.1ECHNOLOGYDRIVE NVNC.FL37EI42ALu UtiMr. HORIZONTAL ROLLER WINDOWI P.O.BQX 1528 NOHOMIS, FL 34274 Volbly Better s.t.u."e NR711, I Full 1 2 d 11 4127-10 PRODUC'PREVISED m can,plyb,g with the Florida Building Code pq Aenticat at E]g 51X1 Ex ir"liI Date LYNN AVe is No.5W05 STATE F A. L 4tJ MILLEt� P.E. P.E.060705 TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 318" 48" 505181, 54" 84" A,B,G,H +60.0 60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0' -60.0 +60.0 1 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 j .60.0 +60.0 1 -80.0 +60.0 -60.0 60. +b j -60.0 +60.0 -60.0 +58.8 . -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 ; -60.0 +60.0 -60.0 +65.2 -55.2 +523 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 1 +54.6 I -64.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 ' -60.0 +69.5 -59.5 1 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" K L +76.0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 9" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A^B,C, „ , +60.0 ! -60.0 II TO 86 7/16" I J,K.L I ' +75.0 ! -75.0_1 TABLE 3 IX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 11 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 i -75.0 66" A,B,G,H +75.0 -75.0 +75.0 i -75.0 +75.0 i -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 75.0 +74.2 I -74.2 +70.2 -70.2 72" A,B,G,H +76.0 -75.0 +75.0 1 -75.0 +75.0 ! -75.0 +76.0 -75.0 +76.0 1 -75.0 +75.0 -75.0 +69.6 I -69.6 +65.2 -65.2 74" A,B,G,H 1 +75.0 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 1 +68.1 -68.1 +63.8 i -63.8 UP TO 74" C,D,E,F, +75.0 1 -75.0 I.J.K. L GLASS TYPES: TEST REPORT FTL-4858 (XOX), F FL•4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (118" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,118" HS) H. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) 1. 13/16" LAM] IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3116"HS) F. 7/16" LAMI - (3/16" HS, .090,_ 3/16" HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) "L°M 6I14116 x F NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE PRESSURES R. ey ra marnrr Rnyyn; NO CHANGE THIS SHEET N.vENICE.FL34275 �_ _SIGN ALUM. HORIZONTAL ROLLER WINDOW,11 J.R. txannor &20/11 e V R D a.ava ADDED IG CAP TO BE TEMPERED .; +30FTNOTE. P.O. BO%1529 NOKOMIS, FL 34274 Vhibly Better �, NTS 3 n 11 4127-10 F.K. W28106 J.J. 323/06 11710 A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. PRODUCr REVISL•D a complying will, the Florida Duilding Cod, I5_05,C g) A„'Pg' a No irtation Dale Dy Miam U c Produet n `��1G��V111,NNIrN No. 513705 r srAe. r O ;' `S. �50�{Nh11�1. A. LyNNILLgR, p:E P. . 58705 27 3/8" f MAX. DLO VENT 54 5/16" MAX. DLO FIXED -- 1 ` 110" MAX. WIDTH I.F. FRAME �I 111" MAX. WIDTH FLANGE FRAME 5' I DL F L DETAIL B - XOX (114-1/2-1/4) i uDLO FIXED V DLO VENT 63" M, 1 plsz FLAN FRA! ALI 3/8" " CONF IAA. X. 7 ALL DLO ALL XED fo VENTS 62"MAX. TES I.F. FRAME I X ALL CONFIG. C Imo-- i 73" MAX. WIDTH I.F. FRAME — �I 74" MAX. WIDTH FLANGE FRAME �I DETAIL A - OX OR XO 27. DLO M 27. M DL ENTXEDO .w D D /x x 0 r 85 7/16" MAX. WIDTH I.F. FRAME 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET 3E AT HEAD AND SILL IE IG. lv+w•: 0/17/11 Fo E NO CHANGETHIS SHEET 107N TECHNOLOGY D N. vENIOE, FL 34z75 P.O. BOX 1529 NOKOMIS. FL 34274 V� 820/11 B D NO CHANGE THIS SHEET y, 7128/06 5zz J.J. per,. 323/06 Visibly _ ` 15 I.F. FRAME .Rc—pCTREv{SED as complying with the P{orlda Building CO& C MMM Acc4p,- eNc :J nt 110110u IYafc Dy Miami aProducl Con • 13 FLANGE FRAME 0 eN VIEW D-D (FRAME CORNER CONSTRUCTION) ' ' ` 58- -Ttio. -'705 �-- -LEVATIONS = 7` sN/Ar'e loll •. �a •. ORO ILUM. HORIZONTAL ROLLER WINDOW, IMPACT " eo"' a+.t a wdw �' A. L41�.11i11L'LIE P.E. HR710 Ni$ 4 d ii 4127-10 F P.E#5B705 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO DED LO INTERIOR INTERIOR MAX. VENT DLO MAX. FIXED DLO ---4 MAX. VE T DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 8 22 21 41 PRODUCT REVISED complyingwdlh the Florida A,wpl code 15 05l4A�neildingee do EXTERIOR kation Late CINTERIOR Dy Miami aftProdUOCo EXTERIOR INTERIOR uunr kYNN 10 42 C-C SILL HEAD ' �::' rlo. saros SECTION - (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) ;. ; wwee�-, C.M. uw� S�f4/15 rtoww: F NO CHANGE THIS SHEET 10707ECHNOLOGY DRIVE ..�.. o°•°�'�' SECTIONS .. } STACL Of' '�/� '•. /' i•..lOR1O1';•'•`(� K �; J.J. oxc 10/17/11 pis• E NO CHANGE THIS SHEET N. VENICE. FL34275 P �— 1°" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �i '�CiV/�t. �• J.R. a 620/11 D NO CHANGE THIS SHEET P.O. e0X 452o NOROMIS, FL 34274 Visibly Bc• w �tiuv.e amw s..r w R tlll� A. L td �IL R P.E. 0 r' F.K. 0.Y: Z28106 p�e4�u0 J.J. DM. 3/23/O6 HR710 He If 5 a 11 4127-10 F P.EJI 5EI705 rnm1DwG#1REA DESCRIPTION MATL PGT# 1 1 4102 A IFLANGEFRAMEHEAD 6063-TEAL 612237 2 1 4025 1 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 3 1#8 X 3/4 PH. PAN HEAD 7834AA 4 4053 1 SASH STOP COVER (SASH STOP) 60G3-T5 AL G 4136 FLANGEFRAMESILL 6063-T6AL 64136 7 4137 SILLADAPTOR 6063-T6AL 64137 8 4131 ROLLERTRACK 6063-T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGEFRAMEJAMB 6063-T6AL 612225 14 4134 1 IGASKEr FOR MAIN FRAME SILL JOINT 74134W/K 15 1 1155 1 1#8 X 1.000 QUAD PN. SMS 781PQA 16 1 4110 1 G J§CREENADAPTOR 6063-T5 AL 64110G 17 1 4054 1 B IMED MEEUNG RAIL 6063HD-T6 AL 64054A 19 1 4066 1 JWSTP_187 X .230, FIN SEAL 640660 21 1 4105 1 ISASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP..250X.270BACK, FIN SEAL 61683G 23 225-1 ROLLERHOUSING& GUIDE 42112HD 24 226 BRASSROLLERWHEELS BRASS 7BRWHL2 29 4128 HORIZONTALROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 67S 16G 35 1 1096 SWEEP LATCH DIE-CAST 71096 36 1 1016 #8 X .625 PH. FL. SMS 7858 37 1 4126 1 JSASHSIDERAIL 6063-T5AL 1 64126 38 1 1683 1 JWSTP_250 X .270 BACK, FIN SEAL 61683G 39 7070 1 JBULBWEATHERSTRIP.187 X 275 67070K 40 ILIFT RAIL COVER CAP 74078"C" LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAMESILL 6063-T6 AL 64140 43 4141 LF.FRAMEJAMB 6063-T6AL 64141 50 GLAZING SILICONE, DOW 899,995 OR UNALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK)6TP247W,K 52 1225 VINYL GLAZING BEAD BULB THIN 6TP248K 53 4039 1 13 IGLAZING BEAD -511G" 6063-T5AL 64039B 54 1 4044 1 B JGIAZINGBEAD-5/16" W/GRILLKIT 6063-T5AL 644703 55 1 4222 1 A GLAZINGBEAD - 7/16" 6063-T5 AL 64222 56 1 985 1 C IGLAZING BEAD - 7/16" W /GRILL KIT 6063-TS AL 6985 59 1 4067 1 1 GLAZINGBEAD - 13/16" 6063-T5AL 64067 60 GLASS 5116' LAMI 1/8" A, .090 PVB,1/8" A 61 5/16" LAMI(1/8" A,.090PVB, IM HS 62 511G" LAMI (1/8" HS,.090PVB, 1/8" HS) 63 7/16'LAMI (3/16"A,090PVB, 3/16"A 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/10" LAMI (3116" HS, A90 PVB, 3/16" HS CEN DWQJjRFVj DESCRIPTION I MAT'L I FGTt 66 GLASS 13/16" LAM[ IG-1/8"A (MIN.). 3/8"AIR SPACE, 5116" LAMI 1/8"A .090 PVB,1/8"A 67 13116" LAMI IG-I/8"A (MIN.), 3/8" AIR SPACE, 5116" LAMI 1/8"A .090 PVB,1/8"HS 6B 13/16" LAMI IG-118"A (MIN), 319" AIR SPACE, 5/1G" LAMI (1/8"HS, .090PVB, 118"HS) 69 13/16" LAMI IG-3/16"A (MIN.), 5116" AIRSPACE, 5/16" LAMI (1/8"A,.090PVB, 1/8"A) 70 13/16" LAMI IC7-3/16"A (MIN.), 5116" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB, 1/8"H! 71 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8" N 72 13/16" LAMI113.1/8"A (MIN.), 1/4" AIRSPACE, 7I16" LAMI 3/16"A,.090PVB, 3/16"A; 73 13/16" LAMI 10.1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI 3/16"A, .090PVB 3/16"H: 74 13/16" LAM[ IC7-1/8"A (MIN),1/4" AIR SPACE, 7116" LAMI (3/16"HS, .090 PVB, 3/16"1 75 1 " 13/16" LAMI 1&3/16"A (MIN.), 3/16" AIR SPACE, 7116" LAMI (3/16"A, .090 PVB, 3/16' & 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 1 ISCY2EIN SPLINE - .135 DIA. FOAM EM PVC 95 1635 1 1 SCREEN SPLINE -.135 DIA. HARD EMPVC 96 1 ISCREEN CLOTH 41 I.F. FRAME HEAD #4139, 6063-T6 2.784 062 3 .os2 1.988 43 I.F. FRAME JAMB #4141,6063-T6 L 2.710 42 I.F. FRAME SILL #4140,6063-T6 US SHEET PARTS LIST 1070 TECHNOLOGY DRIVE US SHEET N. VENICE. FL 34275 TO GLASS TYPES P.O. BOX 1520 �— ALUM. HORIZONTAL ROLLER WINDOW, n.vota NOKOMIS. FL 34274 1Zibly Be2rer r..wu.f.c 9z eved 11 4127-10 Hrt710 NTS 6 PRODUCT REVISED us complying with Itte Florida Building Code 15 O51 �{ Acceptnuce No �v y I E ireti Dale (7/. .152 By Mimni aProduclC oa �1llllll! LVPRd No. 50705 ' `n •' sT;.,Tr of ' e\�,-. C TACT %;;(lf! III Il A. LYNN MILER. P.E. F P.E.B 58705 062 1.373L17 1 1.273 O FLANGE FRAME HEAD #4102A•6063-T6 1 --4p—.062 .490 I� O SASH STOP #4025,5063-T5 062 3 L1,349—i 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 -678 1.0961 —T 5� GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W! GRILL KIT) 6114116 CHANGETHIS SHEET 1.122 i 2.710— 1 O FLANGE FRAME SILL #4136, 6063-T6 .061 .437 1.46f O HORIZ. ROLLER TRACK #4131, 6063-T6 2.79 17�jE � 7 +1 1.081 I-- 32 SASH MTG. RAIL #4006D,6063HS-T6 k �.678 1.096—.1�IT 55 GLAZING BEAD 7/16" #4222A, 6063-T5 N. VENICE, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 1 1.187 I— .062 3.090 O FRAME SILL ADAPTER #4137, 6063-T6 .062 .1L� j�•1.403� O SASH STOP COVER #4053,6063-T6 I--2.784 r 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 17 FIXED MEETING RAIL #4054B,6063HD-T6 2. 26 � .05 �9 .06 678 1.096—{- 37 SASH SIDE RAIL 53 GLAZING BEAD, 5/16" #4126,6063-T5 #4039B,6053-T5 1 .050—&BL—' 678 1.115 1 FT 56 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) Visibly Better HR710 .683 050 —1— 1 1.097 59 GLAZING BEAD, 13/16" #4067. 6063-T5 WINDOW, IMPACT Half 1 7 a 11 I 4127-10 PRODUCT REVISED as wmplying with the Ratida AuOdina Codc q Acccplonce No 15-0519, Fa ZI (ration Date A Miami adeYroduct a 1 No. 50705 .,WR10••.••• N, A L'w InILLa I'.E. P.E.1158705 ANCHOR QUANT1TlES, XOX (114-1/2-1/4) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B.C,G,H,I GLASS TYPES D,E,F.J,K,L ANCHOR TYPfi 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - 012 STEEL SCREWS (G5) 2.3. WOOD 2. CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES LANES ZONES ZONES ZONES &SUBSTRATE 2. GLASS TYPES: m Im ipNpo� �m im 1 m WINDOW SIZE HEAD & SILL g HEAD & SILL j' HEAD & SILL g HEAD & SILL I HEAD & SILL 112 HEAD & SILL A. 5/16" LAMI - (1/8" A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v •4 f ' < �� B: 5116" LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS-090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3118' A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. 53.126 x 36.375 1+C2+1+C2+1j 2 1+C2+14=01 2 1+C2+1+C2+1 2 1+C2+i+C2+1' 2 1 1+C2+1+C2+1 2 1+C2+1+C2+t i 2 48.000 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1`3 1+C2+1+C2+1'•3 i+C2+1+02+113 1+C2+1+C2+1 31 E.7116" LAMI -(3116"A,.090,3/16" HS) 50.625 1+02+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1 i 31 1+C2+1+C2+1 j 3 1+C2+1+C2+1 3 1+C2+1+02+1 i 31 F. 7116" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) 54.000 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1: 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 3 H. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 6116" OR 3/8" SPACE, 5/16- LAMI - (1/8" &.090, 1/8" HS) 60.000 i+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+i+C2+11 3 t+C2+1+C2+1, 3 1+C2+1+C2+1 ` 3 1+C2+t+C2+1? 3 1. 13116"LAMI IG -1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 118- HS) J. 13116" LAMI IG - 118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 1+C2+1+C2+1l 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+113 I 1+C3+1+C3+1' 3 63.OD0 K. 13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3116" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3116' HS) 60.000 x 38.375 1+C2+i+C2+112 1+CZ+1+C2+11. 2 1+C2+1+02+11 2 1+C2+1+C2+1112 1+02+1+C2+11 2 11+C2+2+C2+11 2 48.000 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1+C2+1I 3 1+C2+1+C2+1i 3 1+C2+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+113 i+C2+2+C2+11 3 60.625 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+02+1 3 1+02+1+02+1I 3 1+C2+i+C2+1 t 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+2+C2+1 j 3 54.000 i+C2+1+C2+1, 3 i+C2+1+C2+1 3 1+C2+1+C2+1t 3 1+C2+1+C2+13 1+02+1+C2+1t 3 1+C2+2+02+11 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 i+C2+1+C2+1 3 ll+C2+1+C2+113 1+C2+1+C2+113 i+C2+1+C2+1I 3 1+C2+1+02+113 1+C2+1+C2+1I 3 1+C3+2+C3+1 3 25 3/4" MAX. FROM CORNERS. 63.000 1+C2+1+02+1I3 1+C2+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+113 1+C3+2+C3+Ij 31 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X 0 X 74.000x 38.375 1+C2+2+C2+1 2 1+02+1+02+112 i+C2+2+02+112 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1I3 t 1+C2+2+C2+1.3 1+C2+2+C2+1 3 I 1+C2+2+C2+1;3 1+C2+2+C2+1': 3 1+C3+q+C3+1 3 -ANCHOR QUANTITY PER JAMB 50.625 HEAD AND SILL ANCHOR QUANTITY. 1+02+2+02+1 3 1+C2+1+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1. 3 1+C2+2+C2+1 3 1+C2+2+02+1 j 3 64.0D0 1+C2+2+C2+1 3 i+C2+1+02+il 3 1+C2+2+C2+13 1+C2+2+C2+11 3 1+C2+2+C2+113 i+C3+2+C3+1I 3 A CLUSTER OF (3) ANCHORS CENTERED S0.000 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 1+C2+2+C2+1 3 1+C2+1+C2+i1 3 1+02+2+C2+11 3 t+C2+2+C2+11 3 1+02+2+C2+1 3 1+C3+2+C3+1 3 63.000 1+C2+2+C2+113 1+02+i+C2+1 3 1+C3+2+C3+11 3 1+C3+2+C3+113 1+02+2+02+1 3 1+C3+2+03+1. 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 1+C2+2+02+1 2 1+C2+2+02+1 2 1+C2+2+C2+11 2 1+C2+2+C2+12 1+C2+2+C2+112 1+C2+3+02+1I 2 48.0W 1+C2+2+C2+113 1+02+2+C2+1. 3 i+C2+2+C2+1 3 1+C2+2+C2+13 1+C2+2+02+1113 1+C3+3+C3+1. 3 (3" MIN. O.C. ANCHOR SPACING) 60.626 1+C2+2+C2+1 3 1+02+2+C2+113 i+C2+2+C2+11 3 1+C2+2+02+113 1 1+02+2+02+1 3 1+C3+3+03+1, 3 54.000 1+C2+2+C2+113 1+C2+2+02+1 3 1+C2+2+02+113 1tC2+2+C2+113 1+C2+2+02+1 3 1+04+3+C4+1,3 I25 314" max. --I f---3" MIN. 60.000 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+C3+1 3 1+03+2+C3+1j 3 1+02+2+C2+1 3 1+C4+3+C4+1 3 -1 -!:--1---t--t 63.000 1+C2+2+C2+113 1+C2+2+C2+13 1+03+2+C3+11 3 1+C3+2+C3+1j3 1+C2+2+C2+1 3 1+C4+3+C4+113 9" REF. X 0 X PRODUM' REVISED as canplyino with the Florida iD6.375x 38.376 1+02+2+C2+112 1+02+2+02+112 1+C2+3tC2+1 2 1+C2+3+C2+112 1+C2+3+C2+112 1+C2+4+02+1� 2 48.000 1+02+3+C2+1 3 1+C2+2+02+113 i+C3+3+C3+1 3 1+C3+3+C3+113 i+C2+3+02+1 3 1+C3+4+C3+i13 t Bco"'Itg Codc MTG. RAIL, TYP. Acectnancc No I-o5lq.Oq 5D.625 1+C2+3+C2+ti 3 1+02+2+C2+i 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1j 3 1+03+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Exp,raUoo Date_ 54.000 1+C3+3+C3+1� 3 1+02+2+C2+1 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+03+3+C3+11 3 1+C4+4+C4+11 3 (SHOWN IN TABLE KEY ABOVE) 11y 60.000 1+C3+3+C3+113 1+C2+2+C2+13 1+04+3+04+113 1+C4+3+C4+114 1+03+3+03+113 1+C4+4+C4+1,3 Mlxmioddotoduct fro 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1`3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+CS+4+C5+li3 25 3/4" MAX. �{ +--•1 �}I I�-3" MIN. t I t 111.000x 38.375 1+C2+3+C2+112 1+C2+2+C2+1t2 t 1+02+3tC2+1;2 1+C2+3+C2+1!t3 1+C2+3+C2+1 2 1+C2+4+C2t112 48.000 60.625 1+C2+3+C2+113 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1,3 1+C3+3+C3+113 1+C3+3+C3+113 i 1+C3+3+C3+113 t+C2+3+02+1 3 1+C3+3+C3+ti3 1+C3+4+C3+113 1 1+C3+4+C3+113 �� LYI.1N ,,, 9"r'3'{ ........... X �C�`.•'t)GF.+:.y/; p 64.0D0 1+C3+3+C3+113 1+C2+2+C2+1.3 1+C3+3+ 3+ij 3 1+C3+3+C3+113 1+C3+3+C3+1i3 1+C4+4+C4+113 - ": 60.D00 1+C3+3+C3+113 1+C2+2+C2+113 1+C4+3+C4+1 3 i+C4+3+C4+114 i+C3+3+C3+1I3 1+C444+C4+1'3 - N0.58705 MTG. RAIL, TYP. _ 63.000 t+C3+3+C3+1 3 I 1+C2+2+02+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1' 4 1+C4+3+C4+1 3 1+05+4+C5+11 4 t EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS -..., i(G 1i-;; :•�i '. 7 '. (1 '•, S'fr�'l: r :. /� 7- ,ANCHORAGE SPACING, i��i� ��i-��2-1�� ALUM. NORIZONTALROLLERWINDOW, IMPACT �� bb.1a� ov.c o""`nMa �' A. LYi4�JIMILL�R, P.E. HR110 NTS 8 �' 11 4127-10 F P.E.p 58705 amway. L.M. mrs N14/15 aeawr,,,. F NO CHANGE THIS SHEET VENICE. Ft. 34275 P.O. Box152s NOKOMIS, FL 3427d P �- t/kibly BeL[C7 J.J 10/17/il R E � NO CHANGE THIS SHEET ta7N. s/2o/rr " o ADDEDlG CAP TOBETEMPEREO +30FTNOTE. q.c,,,,a,; FJC ph 7lZ8/08 J.J. D"% 3/23106 ANCHOR QUANTITIES XOX 1/3.1/3-113 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 1. ANCHOR TYPES: 2,3, WOOD 2, CONC 1, CONC 2.3. WOOD 2, CONC 1, CONC & SUBSTRATE 1 - 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE-FLEX 3- #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM[ - (1/8" A,.090, 1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE m HEAD 8 SILL j im HEAD & SILL i �m HEAD &SILL ; 1m HEAD &SILLf m HEAD & SILL j IN HEAD &SILL , W v H I I 1 j� 'g B. 5116" LAM] - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5116" LAM] - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000x 38.376 1+C2+1+C2+1' 2 1+C2+i+C2+1 j 2 1+C2+1+C2+1 2 1+C2+1+C2+1' 2 1+02+1+C2+1 j 2 1+02+1+C2+1+ 2 4&000 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/1 W LAMI - (3/16" A,.090, 3/16" HS) 1+C2+1+C2+1113 1+C2+1+C2+1' 3 1+C2+i+C2+1. 3 1+C2+1+02+1 1 3 1+C2+1+02+1' 3 1+C2+1+C2+11 3 50.625 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 1+C2+1+C2+11 3 i+C2+1+C2+11 3 1+02+1+C2+1 j 3 1+C2+1+C2+1 j 3 F. 7/16" LAMI - (3l18" H5,.090, 3/16" HS) 1+C2+i+C2+1 ` 3 1+C2+1+02+11 3 1+02+1+C2+1 t 3 1+C2+1+C2+1 j 3 i+C2+1+C2+11 3 1+C2+1+C2+1 3 64,000 G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) 60,000 1+C2+1+02+11 3 1+C2+1+C2+i' 3 I+C2+1+C2+t j 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1'• 3 1+C2+1+C2+1 j 3 H.13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090,1/8" HS) 63.000 1+C2+1+02+1 j 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+03+1+C3+113 I. 13116" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI -(1/8" HS,.090,1/W HS) J.13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7116" LAMI - (3/1 V A,.090, 3116" A) K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 53.125 x 38.375 1+C2+1+C2+11 2 1+C2+1+02+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 i 2 1+C2+1+02+1 2 1+02+1+C2+11 2 48.ODO 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+i' 3 1+C2+1+C2+1' 3 1+C2+1+C2+tj 3 L. 13/16" LAMi IG - 1/8" OR 3l16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAM[ - (3/16" HS,.090, 3116" HS) 50.625 1+C2+1+C2+ij 3 1+C2+1+C2+1j 3 1+C2+1+C2+1) 3 1+C2+1+C2+li 3 1+C2+1+02+1 i 3 1+02+1+C2+1j 31 64.000 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1; 3 1+C2+1+Cd+1 3 1+C2+1+C2+11 3 1+C2+1+C2+ij 3 1+C2+1+02+1; 3 1+CZ+1+C2+1 3 60.000 1+C2t1+C2+1;3 1+C2+1+02+1j3 1tC2+1+C2+11 3 1+C2+1+C2+1j3 1+C2+1+C2+1j 3 1+C3+1+C3+1;-3 - - --- - -- 63.000 1+C2+1+C2+11 3 1+C2+1402+1' 3 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 i+C3+1+C3+11 3 HEAD &SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 x 38.375 1+C2+1+C2+11 2 1+C2+1+CZ+1' 2 1+C2+1+C2+11 2 1+02+1+C2+1 j 2 1+C2+1+02+i j 2 1+C2+1+C2+11 2 25 3/4" MAX. FROM CORNERS 46.000 1+C2+1+C2+1j3 1+02+1+C2+113 1+02+1+C2+1i3 1+C2+1+C2+113 1+02+1+C2+1'3 1+02+1+02+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: 60.625 1+C2+1+C2+1.3 1+C2+1+C2+1j3 1+02+1+C2+1j3 1+C2+1+02+1 3 1+C2+1+02+113 1+02+1+C2+113 X 0 X 54.ODO 1+C2+1+C2+1'' 3 1+ C2+1+02+1 13 1+C2+1+C2+1j 3 1+C2+1+C2+11 3 1+C2+1+C2+1j 3 1+C3+1+C3+1i 3 1+C3+1+C3+1 3 f-ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+02+1 i 3 1+C2+1+C2+1)3 1+C2+1+C2+1j3 1+C2+1+C2+1j 3 1+C3+1+03+1 3 63.00D HEAD AND SILL ANCHOR QUANTITIES A CLUSTER E (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 1+C2+1+C2+1' 3 1+02+1+C2+1' 3 1+C2+1+C2+11 3 1+C3+1+C3+1 i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 66.000x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 j 2 1+C2+1+C2+1 2 1+02+1+C2+11 2 1+C2+1+C2+1 2 1+02+1+C2+1f 2 48.000 1+C2+1+C2+1 3 1+02+1+02+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1 t 3 1+C2+1+C2+1, 3 1+C2+1+02+113 ANCHOR AT EACH OPERABLE VENT 60.625 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+02+1' 3 1+C2+1+C2+1 3 1+C3+1+C3+1' 3 PLUS (1) ANCHORS AT FIXED SECTION. 64.000 1+C2+1+C2+11 3 i+C2+1+C2+11 3 1+C2+1+C2+1, 3 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.ODO (3" MIN. O.C. ANCHOR SPACING) 1+C2+1+C2+1] 3 1+C2+1+C2+113 1+C20+C2+1j 3 1+C3+1+03+1; 3 1+C2+1+02+1' 3 1+C3+i+C3+113 S3.ODO 1+C2+1+02+1 3 1+C2+1+C2+113 1+03+1+C3+113 1+03+1+03+113 1+C2+1+C2+1 3 1+C3+1+C3+113 74.ODOx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+02+1+C2+112 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+02t1+C2+11 2 25 3/4" MAX. 4S.000 1+C2+1+C2+1,3 1+C2+1+02+1j3 1+C2+1tC2+1 3 i+C2+1+C2+1j3 1+C2+1+C2+113 1+03+1+C3+1 3 -+{ �-3" MIN. I 60.625 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+C2+1 3 1+02+1+02+113 1+C2+1+02+1!3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C3+1+C3+113 1+03+1+C3+113 ��-►-+ 9 REF' X O X ' 60.000 1+C2+1+C2+1'3 1+02+i+C2+1j3 1+03+1+C3+113 1+C3+1+C3+113 1+02+1+C2+1 3 1+C3+1+C3+113 - PRODUCT REVISED 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1' 3 1+C3+1+C3+1] 3 1+02+1+02+1 3 1+C3+1+C3+113 as complying with the Florida building Code 84.000x 38.375 1+C2+1+C2+1 2 I 1+C2+1+C2+11 2 1+C2+itC2+11 2 1+C2+1+C2+1' 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MTG. RAIL, 7YP. cceprm,ccNn_ S-� �, 'A pirnlimrlh to /� 48.000 I+C2+1+C2+113 1+C2+1+02+li 3 1+02+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1� 3 1+03+1+C3+1 3 EXAMPLE CLUSTER W/ ITY. OF (3) ANCHORS 50.625 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1':, 3 1+C2+1+C2+1 3 1+C3+1+C3+113 (SHOWN IN TABLE KEY ABOVE) RTa i'ade Product Co." 64.000 1+C2+1+02+11.3 1+02+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+113 1+C2+1+C2+1;3 1+C3+1+C3+1j3 ' 60.000 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+03+1+C3+1 3 1+C3+1+03+114 1+C3+1+C3+1 3 1+C3+1+C3+1j3 253_/14" MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+02+1j3 i+C3+itC3+1 3 1+C3+1+C3+1'4 1+03+1+C3+11 3 1+C4+1+C4+1 4 ._,11Y2"TYP. --i( I--3" MIN. 11 n u 1111 / 86.437x 38.376 48.000 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+112 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C2+1+C2+1' 3 1+C2+1+C2+1j 2 1+C2+1+C2+1' 3 1+C2+1+02+1 2 1+C3+i+C3+1j 3 1- + +- .1-----E ��` ( �+ /;, 4 9"REF. (O?.......,, :/(( O X ,.• •'.`? 60.625 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+02+1'3 1+C2+1+C2+1j3 1+02+1+02+1 3 1+C3+1+C3+1,3 tti y�O{:.N;;F •. �; ��X 54.000 1tC2+1+C2+1; 3 1+C2+1+C2+II 3 1+C3+1+C3+11 3 1+C3+1+C3+11 3 1+C2+1+02+1j 3 1+03+1+C3+11 3 5l' : Flu. 58705 •; Y 60.000 i+C2+1+02+113 1tC2+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+03+1; 4 1+C3+1+C3+ij 3 1+C4+1+Cis+1 4 MTG. RAIL, TYP.� 63.000 1+C3+1+C3+1j 3 1+C2+1+C2+i1 3 1+C3t1+C3+1 3 1+C3+1+C3+1`: a i+c3+1+c3+iT 3 i+cis+l+ca+1' a EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ;-0 .. 7JLl oaten• STXH. 7tevrdBy o- nn+ar Lid. 6114115 F NDCHANGETHISSHEET 1070 TECHNOLOGY DRIVE '�C%''. �: p. , •' �`� ANCHORAGE SPACING, XOX 9/3-1/3-1/3 . �' •.. i ua1o.. ��:; ,•, � 7b4a�aa' J.J. 10117111 E NO CHANGE THIS SHEET N. VENICE, FL 34275 P.C. e0x 1529 NOKOMIS. FL 34274 -�� Visibly Bert- Irk11 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �''� .,/Uh!/11• _ " ' Bo+w ao,r °its°� a"' A. LYNN MILLER, P.E. 111710 N7S 1 9 e 11 4127-10 F P.E.0 58705 71M4 . J.R. e: N20/11 x D ADDED 1G CAP TO BE TEMPERED +3DFT NOTE. p gY F.K. ars 2/18/OB fS,edp J.J. pya, 3/13A16 u GLASS TYPES A.B.G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE4 2,3, WOOD 1 2, CONC 1, CONC 2.3, WOOD I 27CONC 1, CONE WINDOW SIZE W y � otl � � e0 .� � a) Q oJ1 � tit� Q ors 1 ' � vl atl 00 37.000 x 38.375 48.0D0 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+1: 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+11 3 1 1+C2+1 3 11+C2+1i 3 1+C2+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1 1+C2+11 3 1+C2+1 3 54.OD0 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1+C2+11 3 1+C2+1i 3 1+C2+1 3 60.000 1+C2+1 3 1+C2+1 3 1+C3+1` 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 63.OD0 1+C2+1 3 1+C2+1 3 1+103+11 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 2 48.000 i+C2+1 3 1+C2+1 3 ji 1+C2+1' 3 1+C2+1. 3 1+C2+11 3 1+C2+1 3 50.625 1+C2+1 3 1+C2+1.-3 1+C3+1i 3 1+C2+11 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C3+1 3 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 3 1+C3+1 3 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 NI+C23 3 1+C3+1 3 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+11 2 2 1+C2+1 2 48.000 50.625 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1` 3 3 .1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1j 3 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1i 3 1+C3+11 3 3 1+C3+1 3 60.OD0 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 j 4 3 63.OD0 1+C3+1 4 1+C3+1 3 1+C4+1i 3 1+C3+1 4 1+C4+1 3 60.000 x 36.375 48.000 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+11 3 VC2+11+C3+1 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2' 3 1+C2+1I 3 2+C3+250.625 1+C3+1 3 1+C2+1 3 2+C3+2j 3 1+C3+13 2+C3+254.000 1+03+1 4 1+C2+1 3 2+C3+21 3 1+C3+1 4 2+C3+2 3 60.000 63.OD0 1+C3+1 4 1+C3+1 3 2+C4+2; 4 1+C3+1' 4 1+C3+11 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+03+1i 3 2+04+2 4 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+21 3 2+C2+21. 3 1+C2+11 2 2+02+2 3 48.000 50.625 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+21 4 1+C2+11 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+2 4 1+C2+11 3 2+C3+2 3 54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+2i 4 1+C2+11 3 2+C3+2 4 60.0D0 63.0D0 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+21 4 1+C3+11 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+04+21 4 2+C3+21 4 1+C3+1i 3 2+C4+2 4 74.00 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+21 3 2+C2+21 2 2+C2+2 3 48.0D0 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+21 4 2+C2±21 3 2+C3+2 4 50.625 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3±21 4 2+C2+2; 3 2+C3+2 4 54.000 2+C3+2 4 2+C3+2 3 2+C4+21 4 2+C3+21 4 2+C3+21 3 2+C4+2 4 60.0D0 63.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+21 5 2+C3+21 3 2+04+21 4 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C4+2 5 2+C3+21 4 2+04+2 NOTES: 1. ANCHOR TYPES: 1 - 1 /4" ELCO TAPCONS 2 - 1/4" ELCO SSA CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116" LAMI - (1/8" A,.090,1/6" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090,118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAM] - (3116" HS,.090, 3/16" HS) G. 13116" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" A) K.13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAM[ - (118" A,.090, 118" HS) I. 13116" LAM] IG -1/8' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAM[ - (1/8" HS,.090, I/w HS) J. 13116" LAMI IG -1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3/1V A,.090. 3/16" A) K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3116" OR 1/4" SPACE, 7116" LAM] - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3116- A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3/16" HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 16 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY. 0 X 2+C3+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 118 3/4" MAX. 1 I I -►{ 1--3" MIN. J.- t 9" REF. X O PRODUCT RINISED as complying wish the Florida MTG. RAIL Doilding Code Acceplancc No 15-0519, EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS FN irntmn Dale (SHOWN IN TABLE KEY ABOVE) °�;a , a ePralun ' nlrol 18 3/4" MAX. 1 1/2" TYP. 1,---3- MIN. 111JJJ 9" REF. 1 - ►-i ` 0"( .....PI .74e -1- X O : ��•'•y\CEJ•JSC ' �rs t MTG. RAIL No. 58705 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �) 7lmeey. ab: rrwsmc F NO CHANGE THIS SHEET = %� .• SfATE F �;nn'•, ' LM. 6114/15- 1070TECHNOLOGYOWE ANCHORAGESPACING,OXANDXOWINDOWS , •.•!!orflo�•••'',�;�, J.J. 10H7111 E NO CHANGE THIS SHEET N. VENICE, FL 34276 � ;T �'' ,�. t�,t� ''""" '� '/r; Rind J.R. m. enwif RM+xo: D WDED IG CAP TO BE TEMPERED +30FiNOTE. P.O.eox1629 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �OJJ�1- ;�'• „•, P.E. 0- W. FX6 o.w 2/28/05 tl„CraO J.J. OW 312 6 L NOKOMIS,FL34274 Visibly BernerALYNiJ'Ml1_LER. NR110 NTS j 10 111 4127-10 1 F P.E.# 58705 tl 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI + 1" MIN. EDGE NOTE 3 1 318" CONCRETE •; MIN. '° NOTE 1 - lx WOOD ' "• v • ' BUCK, `— -- — NOTE 3 -- - - - — 111 1/� MAX. MAX. JJJJJJ SHIM SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 114" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. . QF3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V2% 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED 13Y AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 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 SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 /4 S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER MAX. 1 3/8" DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. SHIM 114" MAX. SHIM —�i F�-I t 11 MIN. I' MIN. I I (1.5KSI CMU) Q OR • PER NOTE 1 n a' J (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, f1 ANCHOR, NOTE 2 NOTE 1 1" MIN. EDGE �L 1 3l4" e EXTERIOR INTERIOR ? MIN. E.D (HEA & SILL DETAILS A. B, C. D, & H) 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 TYP. 16, SEE NAIL INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS n 2-1/2" MIN. EMBEDMENT CONCRETE WOOD DETAIL H. (HEAD) ANCHOR, ANCHOR, _ NOTE 1 NOTE 2 NAILING 131 DIA. MIN. x 2 1/2" NAIL [__,H 1� 7�1AT CORNERS AND 5" O.C. ' TYPICAL DETAILS G. H & I. 1/4" 1/4" MAX. MAX. SHIM HIM ' • NOTE 1 _a 1 3!8" MIN. II _ 1 3/4" MIN. y MIN. 3.4 KSI E.D. TYP. I.- ►11jN. EDGE CONCRETE 2x WOOD ' DETAIL C BUCK, DETAIL D -- NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING 2-1/2" MIN. EMBED SEE NAILING DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS - -- - 1070 TECHIJOLOGY DRIVE SHEET N.VENICE,FL3427G�_ __ ALUM. HORIZONTAL ROLLER WINDOW, SHEET P.O. BOX 152.9 NOKOMIS. FL 34274 Vtllbly Bcut HR710 Half 1 d 11 4127-10 PRODl1L7R5VISBD ns complying wide tho Fbrldo Building Codc MceptaBcc no 15-05 Iqp,� Pepimlimi Date L�I 5�Mia DodeNMud Condo 111I1I1/ .�`ON �+. .,I L'f11N 1,, /// !` 't Ijo.5B705 IS (i1W h LYN4Ii Wrk P.E. P.E.d 58705