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HomeMy WebLinkAboutNOA; SH-700 Aluminium Single Hung Window. ilGill� Y MIAM E MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3 t5-2599 NOTICE OF ACCEPTANCE (NOA)' www.miamidade.gov/economy PGT Industries 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 (Inn 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. - DE SCRIPTION: Series "SH 1700" 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 E dated 05/12/15, 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 RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall ' bear a permanent label with . the manufacturers 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# 11-1013.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.08 Mia,Nl�•DAo� OUNTY CExpiration Date: March 26, 2021 ®, Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-032Z 06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, 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. 0 7-0322.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile.Impact Test per FBC, TAS 201-94 3) Cyclic,Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 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 tinder NOA No. 07 0322.06) 4. Test reports on: 1) Largel Missile Impact Test per FBC, TAS' 201-94 2) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Manuel re , P.E. Product Contr Ex iner NOA No.-0519.08 Expiration Date:, March 26, 2021 Approval -Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I B. TESTS (CONTINUED) 5. Test reports oM 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 'Mth 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 render NOA No. 05-1018. 01) 6. 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. (Subneitted under NOA No.051018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rh Edition (2014), dated 05/12/15, 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.14-042117 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. . J ManuUExa P.E. Product Coinriner NOA N19.08 Expiration Date: March 26, 2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-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 Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07 0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018 01) G. OTHERS 1. Notice of Acceptance No. I11-1013.14, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I.; approved on 11/03/11 and expiring on 03/26/16. Manuel z P.E. Product Coutr I ExJIJ19.08 Liner NOA No. Expiration Date: March 26, 2021 Approval Date: July 09 2015 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/V ANNEALED GLASS WITH A .090" KURARAY BUTACITE %B (BY KURARAY AMERICA, INC,) OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 6116" 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 C (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX `PVB INTERLAYER (BY EASTMAN. CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A .090- KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC,) OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 311 B" 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 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE FVB (BY KURARAY AMERICA, INC.) SHEET OR .090" SAFLEX�PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13116" LAMI IG: (1) LITE OF 1/6" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A GLAZING DETAILS .... _...... 2 .090" KURARAY BUTACITE`PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.-.....3 H. 13116" LAMI IG: (1) LITE OF US" TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE ELEVATIONS ..................... 4 OF 118" HEAT STRENGTHENED GLASS WITH A ,090" KURARAY BUTACITE 1`VB (BY KURARAY AMERICA, INC.) VERT. SECTIONS ............. 5 - - OR .090" SAFLEX PVB INTERLAYER (BYEASTMAN CHEMICAL COMPANY) - - HORIZ. SECTIONS:.......... 5 1.13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS PARTS LIST.....................1. 6 WITH A.090" KURARAY BUTACITE° VB (BY KURARAY AMERICA, INC.) OR .090- SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS .................... 7 J. 13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" 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 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE `PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L.13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A ,090" KURARAY BUTAC�VB (BY KURARAYAMERICA, INC.) OR ,09W SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116"LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE$PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL Wl 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED S. SHUTTERS ARE NOT REQUIRED. as oomplyingwiththoFlorida EuildlnB Code Amp- No 'O 9.08 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. imttan Dale t�z) 7, REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTI- 4957, FTL-4958 AND FTL-5063. Ey Miom' adai'mdatlCo Al ALUMINUM NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. tt t I 11111 INN , �`��0���, I<< ® 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).Nt ® 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. = i; 140• 16705 ., ISO' ,r .� o6r12/16 E 61H EDMON(2014 FEC UPDATE 1070 TECHNOLOGY DRNE T n NOTES ; �� '•,, FLOfitiV•- �� !•'FS�'•tON1`� _GENERAL w. rcvo�rrr D 20rOFBCUPDATE N.VENICE,FL34276 P.O, 89X 162s N0K0MIS,FL=74 ALUM. SINGLE HUNG WINDOW, IMPACT tyyy,t,i. me o..rora. n.,: 8H7� NTS 1 d i1 4040-20 E �l A. LYISNI+%iIL��R, P.E. FL P.E,S758705 Her 1.R. °m` P4107111 nwd nr C CHANGED CAP GLASS TYPE TO7EMPERED FROM HS Visibly Better ��, •N^ oeex"^� f6,87,88 or 9; DM. SITE ENGTHENED GLASS 090 PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. - 5/16" LAMINATED GLASS 12" NOM. GLASS SITEED 46 38 89,90 or 91 — 1/8•' ANNEALED OR HEAT STRENGTHENED GLASS 090PVBINTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6118° LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 0 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI GLASS '9 TECHNOL06Y DRIVE N. VENICE. FL34275 P.O. BOX 1529 NOKOMIS. FL 34274 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. DM, BITE G, EXTERIOR INTERIOR (ALL SECTIONS) "PVB" _ KURARAYBUTACITE' PVBINTERLAYER Or SAFLEX'PVS INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16° ANNEALED OR HEAT s7 RENGTHENED GLASS 090PVBINTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE �+ 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER fM3116" ANNEALED OR HEAT STRENGTHENED GLASS .7i16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS Q 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 8H700 Fall 2 d i1 1010-RO PRODUCr RBVtSED as wmplyi"p with the FWd9 B"ildin@ C"do Ae",--No) LTV, •n4) i1aU"n pate / sr L,Simnl adeproduclCon oL `1tt 111111111/�: Q, '� '. No. 56705 •. �c ' 21S 71jnI nt11` A. LYNN �uIILLER, P.E. FL P.E.# 58705 Ill FLANGE OR INTEGRAL BASED ON FLANGED WIN WIDTH GLASS TYPE 48" A,B,M 60" 'A,B,M 62" A,B,M g31/8" A,B,M UPT0631I8" C,D,E;F,G,H,I,J,I DOWS W1 HIGH SILL OPTION -TO-TIP FRAME DIMENSIONS 63" 1 66" 1 68" ■ 0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS -TYPE 38 318" 1 44" 1 60 6/8" 63" 72" 74" 76" 48" A,B,M +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 60" _ A,B,M +80.0 -8L -90.0 +80.0 -80.0 +79.9 .79.9 +70.0 70,0 +70.0 -70.0 +70.0 -70,0 62" A,B,M +80.0 -8 -80.0 +80.0 -80,0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63118" A.B,M +80.0 -8 -80.0 +80.0 -80,0 +75.0 -75.0 +68.0 88.0 +6fi.7 .66.7 +65,5 65.E UP TO 6311W' C,D,E.F.G,H,I,J,K,L +80.0 -8 -80,D +80.0 -80.0 +g0.0 80.0 +70.0 70.0 +70.0 -70,0 +70.0 70.0 MEETING RAIL HT. "X„ S gt - L j aD. HT. MEETING RAIL ��� - - ` "X" - -T H ST IUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE IASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 17118" 1 2211116" 28 3116" 33 3/4" 39 8116" 4413116" 603181, 6616f16" 631/8" D,E,F,J,K,L4Q1 +80.0 -80.0 +80,0 -80,0 +B0,0 1 -80.0 1 +80.0 1 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 70.0 +70.0 -70 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/1W LAMI- 1/8"A,.090,1/8"A) F7L-4647, 4648, 4723, 4967 B. 5f16" LAMI- 118-A,.090,11WHS) FTL•4647, 4648 C. 5f16" LAMI-(118"HS,.090,1/6'HS) FTL4647, 4640 D. 7/16" LAMI- 311V&.090, 311E"A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL4645 - F. 7/16" LAMI - (3116'HS,.090, 3116"HS) FTL4845 G. 13116, LAMI IG -1/8" T AIRSPACE, 5116" LAMI -(1/8"A„09MIS"A) FTL4646, 4723 H. 13/16" LAMI IG -118' T AIR SPACE, 5/16" LAMI - (IIB"A,.090,1X'Hg) FTL-4846 1. 13116" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - 1/8"HS,.090,11WH9 FTLr1646 J. 13116" LAMI IG -118" T, AIR SPACE, 7/16" LAMI - 3116"A„090, 3116"A) 9,4650 K. 13116" LAMI IG -1/8" T AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/1WHS) FTL4649, 4650, 4968 L. 13/16" LAMI IG -1f8° T, AIR SPACE, 7/16" LAM[ - 3fWHS,.090, 3/16"HS FTL-4649, 4650 LAMI IG-1/6"A, AIR SPACE, 6/16" LAMI - 118"A,.090, 1/8"A FTL-5063 W HT. O" MINUS SASH -IT. HT. MEETING RAIL JSASH L MOTES: 1, WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED, 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38' MAXIMUM. 4. GLASS TYPES C. G. H, AND I MAY BE USED IN SASH ONLY Q m.eor V w rzo.wvr o"0� L.M. Ni?/16 E ADD84SHOIASSOPTIONBFORCUSTQMVJEWW/NDOWS DESIGN PRESSURES 70T0 TECHNOLOGY DRNE J.J. 10/07/11 D NO CHANGESTNl3SHEET N.vENICE,F134276 Pam_ ALUM, SINGLE HUNG WINDOW, IMPACI ene oaw rt°,a°w P.O.00X 1529 ...�.� so,w; mwe as.,ola J.R 04ro!/fi C CHANGED CAPGL7SSTYPE TOTEMPERED FROM HS a avr"n W. t>ee� tuts NOKOMIS, FL 94274 Vutbly Better SM00 NT$ 3 a 11 4040 20 FIG 9/fA05 J.J. 2/P3AI7 PRODUCT REVISED ns canp[ying wR1 D1 0 Florida Dnilding Code Aocepioaw No IS- o plmi nDate t sy Mi Daft Ftoduct tt I ,%I I 0 , I U J,, No.53705 x W= (1 '• U7 sTnr or• - FL P.E.# 58705 F SEE DLO 531/8" MAX. FLANGED WIDTH 52118" MAX, I.F. WIDTH 49 5/8" MAX. FIXED DLO (ALL) D — - 176" MAX. O j I t.F. D HEI HT SEI TI _-__— 76' MAX. 1 38 7/16 SEE DLO / I MAX TABLE X / SASH ( L ��._a SEE 481/4" MAX. VENT OLD (ALL) DETAIL A 1/1 B 75" MAX. LF_ .• t HE[ HT. IEE DLO TABLE O I 76" MAX. FLANGED HEI HT DLO TABLE X j I SASH HEIGHT 75" MAX. A I.F. HEIGHT 176" DETAIL B VIEW (STANDARD SASH). E� 75" MAX. I.F. _j HT E HE[ SEE DLO TABLE O 76" MAX I_ FLANGED HEIGHT 1 20" SEE DLO LE X j SASH HEIGHT B _ DETAIL D' DETAIL E ._VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES;. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT_ mmw. aw emrA.,m L.M. W 1211E 1 EINC; CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE tgbeJ�D N.VENICE.FLVV6 7ta J.J. 10107111 NO CHANGES THIS SHEET ALU4 Oaa fbvblbr: P.O.89X 1528 �® SMr+Vod� JR 04/Otlti C NOCHANGE9THISSHEET NOKOMIS. FL 34274 VatiblyBgtw' SEEDLOi X j TABLE DETAIL C. RADIUS TOP (STAND, VERTICAL DAYLIGHT OPENING FIXED LITE IGH SILL 3/16" Z *11N' 1 114" 0 718" 11116" E2 5116" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3116" B 27 7/16" 27118" c 27 T116" 27 1/6" D 16 3/0' 16 3/4" E 16 318" 15 314" TABLE 5. ME HUNG WINDOW,1M)•'AL NTS 4 a 11 4040.20 76' I.F. MAX. HEIGHT.1 76" MAX. FLANGED HEIGHT SEE NO E4 PRODUCT REVISED as wmplying with the FlWa Building Cede Acccp:11,Al015-0 1 Q� tat irotion Dnte /� Miami adePtOduMCo trot \,tittuullrr�7 � NO. 58705 / �A�' � STi+f�Vs U �'• ssOA�- 011110 A. LYNN MILLER, P.E. FL P.E.R 58705 FMAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT '�t INSIDE 7,8OR1 (bL j (LOW SILL) SEE NOTE ABOVE a12 ULTRALIFT ONLY THIS SHEET THIS SHEET NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE �•�1 � VENT DAYLIGHT OPENING —f I I VV �1 !fo/-f NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT z.710" 1 I I I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING r MAX. WIDTH - -SECTION A A INGRAL FIN LF. FRAME SECTIONS INSIDE TE 47 z. 46 HIGH SI L0�0_wslu HIGH SILL' HEAD 68 UTSIDEI.F. FRAME f72.1710"-71 I (HIGH SILL) t12 ULTRALIFT ONLY ALTERNATE HIGH SILL 0 TECHNOLOGY DRIVE ift SEr+rfOl N. VENICE. FL 34275 � ALUM, P.O. Sox 1529 NOKOMIS, FL 34274 Vtslbly Better SK700 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION; Half 1 5 d 11 I 4040-20 PRODucr R13VISED as miplying with the FWde Building Coda Ac4LI N+o D imlion Dnto , [,.' INNN By Mien Dade Product tr f 1lllIIII!! � F •.'p �No,58705 ' w ��� •'•, STATE OF[/` A.L4NNIMIL- P.E. FL P.E.# 68705 I�---2.784 1.38 062 O FLANGE FRAME HEAD -#4002A,6063-T6 O FLANGE FRAME JAMB #4004,6063-TS (USED AS RADIUS TOP HEAD) �►{ 1.342 I+— .062 M-5 2�11j155 21 FIXED MEETING RAIL #4054A,6063HD-T6® 3.446 2.784—r I 082 30 2.630 2. I I.-2.764--I O FLANGE FRAME SILL (LOW) #4003C,606346 1 062 .490 —1.A51�-I T �-1.513--j 738 .040 STOP SASH STOP COVER OSASH 94025,6063-T5 17 #4053,6063-T5 —2.279--+ 1.707 .062 23 SASH TOP RAIL 04006C,6063HS-T6 69 FLANGE FRAME SILL (HIGH) #4050A,6063 T6 - .062 I.F. FRASEALANT ALONG ENTIRE JOINT 1 or 47 /ME I.F. FRAME � 6or50 WELD ALONG 6 or 50 SCREW BOSS (2) 1 SEALANT ORL I AT HEAD ANDND SILL ,`(f VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP. SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 ' —►I lA66 —.678 1.096 1-1 — • {L� —T .062 1'349 a GLAZING BEAD, 5116" #403913,6063-T5 31 SASH SIDE RAIL #4008,6063-T5 n28 SASH BOTTOM RAIL(LOW) #4007.6063-75 { 05 j.0 I —N.878 1.098 45i+--'^II T 44 GLAZING BEAD 7116" #4222,608345 68 SASH BOTTOM RAIL (HIGH) #4051A,6063-T6 107O TFCHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 678 1.115 45 GLAZING BEAD, 7/16" #9850,6003-TS (USED W/ GRILL KIT) I .678 1.096- 7 42 GLAZING BEAD, 5116" #40448,6063-T5 (USED WI GRILL KIT) 683 .050 —� +—�I-1.097 46 GLAZING BEAD, 13116" IG #4067, 6063-T5 ILUM. SINGLE HUNG WINDOW, IMPAC anti. An u* vw SH7w H81f 7 a 11 4040.20 PRODUCT RRVISED as complying with the FwdO Dnild(n® Code Acceptance No 15-0- 06 r'ixp.faliopDate 7�21 $y � Mlam udc Product C00110 , 111111171lr � No.56705 j u �115 :.'C> '• sr Tear- r' 4� /ONAi_ Ie ," A. LVN' R MILLER, P.E. FL P.E.# 58705 4CHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 1BSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 NDOWICHOR TMGLASS (f 0 N 0 0 cJ O N .0 O O M N 0 O N O N 0 0 0 04 0 0'1 Z—ZnO N r z N N 0 O N O' O JJIDTH TYPE U 0 1J V U U 0 0 0 0 3 U cg � o 3: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ..1... 1.. , t-, 19.126 H,I,J,K,L 1 21 1 1 1 1 21 1 1 2221222222222222222222222222222232233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1.... 1 .__1.. I -3 n ae M 121191121112221222222222222222222222222222232233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 fl!2 1 1 1 2d.000 H,I,J,K,L 1211 1 21 21 21 2221 2222222222 2222322 22232223 332233 1 t 1 1 1 1 1 1 1 1 1 1 1 1A'B,M 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 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1R13 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1 21 222231 222223232223232223 3322 3334 3233343344 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1ABM'122223122222323222323222333223334323334C,D,E,F,G, 1 1 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 ?_?.__ _ ._:..2..H;t,-J;K;L 2 Z 1 2 2 2 2 3 1 2 2 32 2 3 2 -3 2 2 2 3 2 i 2 3 2 3 4 2- 3 3 3 3 4 3 3 3 4 3 6 337.000 11 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2-i- 2 AB,M ....2 2 1 2 2 2 2 3 1 22 3 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 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 221 22223222l3232 2232I32323242333342334 3533344163344 2- 2� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 __2.. 2 ABM _.. _. _.. .._ . _._... _._. _. _.. 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 b 3 PSF 79 C,D,E,F,G,t 2 2 2 2 2 2 2 2 2 2 2 244.000 H,IAK,L 2 2 2 g 2 2 2 3 2. 3 2 2 3 3 2 4 2 3 3 3 3 4 2, 3 3 3 3 42 3 3 4 3 5 3 3 34 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2AB;M _._...22232223232233242{3333423333423343531334453445 PSF 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 3 ....2 2 3 2 2.. 48.000 H,I J,K,L 2 2 2 2 2 2 2 3 2 2 2' 3 3 4 2 3 3 3 3 4 2I 3 3 4 3 4 .. ] 3 6 3 3 3 4 3 6 3 3 4 5 4 6 3 I 6 5 AB,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 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 b 3 3 3 4 316 -3'3 416 416 3 4 5 5 PSF 72 79 79 C,p,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 _.. -- 2 53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2?2 2 3 3t4 2 3 3 4 3�4 2'3 3 4 3�4 33 3 4 3 5 3 3 4 4 4 6 3I4 4 5 4 6 3 4 5 E 2 2 2 2 2 2 2 2 2 2 2 2 3 2. 2 3 2 2 3 2- 2 3_.? 3 ABM 2222222322233423343423343�4333435334445334b46344; nrs n."1e+= L.M. 5112116 E NO CHANGES THIS SHEET ANCHORAGE SPACING, Rerwoi� 107NTEC ICE.F] YD, Wr ne J.J. ' 1010ml O NO CHANGES THIS SHEET N.VENICE,f134275 ALUM. SINGLE HUNG WI cancel: met P.O. BOX 1529 byyyb,t auY: � J.R. �04MI111 C No CHANGES THIS SHEET NOKOWS. FL 34274 Visibly Better SH700 NTS 8 a 11 ANCHORAGE NOTES: i. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-18112" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 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 FOR THE RESPECTIVE SIZE AND GLASS TYPE -IS - - - AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 PRDUCT• REvI5RD HEAD 2 asmn+plyingwiththeFlorida Building cod. 0 JAMB ABOVE 2 3 AcaptmceNo15C1 L3: irsuon Dato MTG. RAIL - JAMB BELOW Miam' adeProductContro MTG. RAIL (FULL DP) HEAD 2 '`��`*ONi LYN10 R1/(7��i��i JAMB ABOVE 2 9 �� : �tcFNsF • : �� ; MTG. RAIL I.D. 5©705 JAMB BELOW _ MTG. RAIL NINDOWS ;�c+s; •.!to em1.•'�G�` 7�W IMPACT YA. LMMILLE'Ft{. P.E. 4040-20 E FL P.E.# 55705 TABLE s. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS WINDOW HEIGHT 2.1141 ELCO S84 CRETE-FLEX SUBSTRATE: 29.655 37A55 44.655 52.166 59,655 67.155 74.655 76.000 3-#12SCREWS ANCHOR TYPE. o U U O U U O U U 0 U U O U U U U O N U U ❑ N U U 2. ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS "o z�zc�o z zr,0 z, zc-10 z zcn0 z zcjo zrzMo z�zc?O z,-.z .)O N O o N N O O cV N O O N N O p tV N Q O N N O O tV O O N O O FOLLOWING DIMENSIONS: WIDTH TYPE U U Q$ U U $ U U U— U �y U U �g U U $ U U U U HEAD-181/2' MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 .1 1 1 1 1 1 1 IS- MAX. FROM BOTTOM CORNERS H,1,J,K,L 1 1 1 1 1 12 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 3 2 2 2 3 2 3 2 2 2 3 2 8"MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL -ANCHORS NOT REQUIRED A,B,M 1 1 1 2 2 A 1 2 li 2 2 2 1 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 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 +23'122 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 i 1 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 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 11 1FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 212 3 2 3 2 2 2 3 2 3 2 ARE 1" LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: ' C,D,E,F,G. 7 1 7 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A. BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 32.000 H,I,J,K,L 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 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 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 .. .._ ._.........._ ...._ -.... _ ............. . . -_ MAXIMUM DESIGN 11 i 111.2222222322223322 333332333�322334332q 3433243 PRESSURE FORTH PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, 1 1 _7 2 1 1 2 1 2 2 1 2 2 1 2 2 1„ 2 2 J1 _2 „ _2_. _._7..._ . 2 AND GLASS TYPE IB 37.000 H,I,J,K,L 111111 Z222222322233322333 33343333 23343324 3443 243 AVAILABLE. ABM 7 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1. 2 2 1 2 111111222222232223332233333343333233433243443243 PSF 54 70 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_. 40.000 H,I,J,K,L 7 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 413 4 4 3 3 5 3 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.. 111111 222222232233-- .. 4_ ... 333 343443343443353 TABLE PSF 49 79 56 79 78MAX. PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2R22 2 2 2 2 2 2 2 2. 2 2 2 ? .. (DP LIMITED) 117 P RODUCT ItEVIS6D 44.000 H,I,J,K,L 1 1 1 1 1 1 2 -1-2 12 2 2 3 3 2 2 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 a mmplying,'itlt The Flofiaa HEAD 3 Uuildingcode A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 3 3 nc«pmu« To RDZI 6c iratim NI'e 111711222222332233443343443343443343443354 MTG. RAIL PSF 45 74 51 74 79 79 riY JAMB BELOW Miam cd4YrodaclCant t C,D,E,F,G, 2 2ri46- 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 MTG. RAIL 48.000 H,I,J,K,L q 7 912222223322 1.3344334444 3 3414444354444354 ABM 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3.....2... 23... 2 2 FULL DP 7 1 112222223322334433444)43 344444354444354 HEAD 2 `��•�ONY . A>vie�,�, PSF 41 6T 67 76 79 JAMB ABOVEC,D,E,F,G, 2' 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2. .? MTG. RAIL 53,125 H,I•J•K,L 7 1 1 1 7 1 2 2 2 f 2 2 2 3 3 9 3 3 3 414 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 515 4 3 5 4 5 5 4 3 5 4 _ No. 58705 JANI$ BELOW _ ABM 2 2 2 Z 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG, RAIL p '•, q- 111171222222333333443344443344443344544354544354 p srarC �4� LM. CJf1/16 e r aoctywoEsTHISSHEET ANCHORAGESPACING,STANDARDVIEW %`'0'•FCOn{_9... .•''�;•� �, iWO TECHNOLOGY DRIVE, i, , I '"' J.J. 1wo7i11 D NOCHANOESTHISSHEET N.VENICE,tR34275 � r ALUM. SINGLEHUNG WINDOW, IMPACT isUAlAI J.R. Oaa1/11 C ADD DP MAX.WHEREASlCHOROTYIS.WSTRICTEDSYSIZE. P.0.6QXi629 ,ems 6„�,,,,,,, A.LYfv�1�MILLIER,P.E. NOKOMIS. FL34214 Visibly Beree. a 4040-20 E FL P.E.# 58705 a yr Ww: a m: SH70D NTS 9 11 F.K. 7/P8/05 J.J. 2/29l07 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8. JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17,126 28,211 33.764R39,2W 44.839 60.3B2 `�"•9� ANCHOR TYPE: T1168 m0 z z Np`"O�O� - zr+L z z�0 'alNO�Ot3 z NO'NONO�ON 0)00 z zM0 z N z z"'OC4WINDOW v v O OWIDTH GLASS �j v U o v v O U 11 O TYPE 1 1 119.125 D,E.F,J,1 1 2 2 2 9 2 3 3 2 3 3 324.000 21 KL 1 9 2 2 2 2 2 �__....._�.._. �......_�.._ _._3 _.4 D.E.F.J, K,L 1 _...1........1._ 1 1 __j.... 7 _2... 1 .. y2 _ 1.. 2 __ �.......�.... 2 a _. 1_....� a ... 2 �._..-._ 2 3 ._ .._ .. 3 .....-..-. 2 3 -_�..... 3 2 _. __ 3 3 ._. 3 3 3 3 3 4 O,E,F,J, 1 1 1 1 1 1 2 1. 1 2 1 1 3 4 4 3 4 1 5 1 3 1 5 32.000 K L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 PSF 1 1 1 2 1 79 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 ? D,E,F,J, K,L 37.000 q } 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 40.000 PSF D,E,F,J, 2 2 79 2 79 2 2 79 2 2 2 79 2 2 2 2 2 2 2 2 2 2 2......2.. 2 2 ?. 2 K,L . j 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 .4 1 2 PSF 79 76 2 79 2 2 77 79 2 2 79 2 2 2 IN 79 2 2 2 2 2 2 2 2 2 44.000 D,E,F,J, K,L 2 1 2 1. 2 2 2 3 3 4 a ..4... _... 5.54 5 6 4 6 1 2 3 PSF 78 79 70 - 79 - 79 7t 79 -2 73 -2 3 2 - 3 �- 3? 2 3 Z .2. 48.000 D.E,FA 2 2 2 2- . 2- 2- 2 5 4 66 4PSF. -71 2 2 2 3 K,L 3 3 4 4 71 79 63 71 79 64 74 68 77 3 2 3 3 23 2 3..K,L 63.126 D,E,FA 22 2 2 2 3 2 ..3 ... 2 3 2 . 5 8 6 6 7 -8 5 7 1 1 1 2 2 2 3 3 4 4 5� 8- ANCHOR QUANTITIES AT JAMBS BELOW MEIETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. I . TARI F R UI^ 37,000 40.000 44.00 48.000 53A25 II- 3I" �I"'I- zI� N U 9 TECHNOLOGY DRIVE N. VENICE, FL34275 P.O. EOX 1529 NOKOMIS, R.342. RIN $�" �oI-- Ii" gIr 8 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS; HEAD-181/2" MAX. FROM CORNERS JAMBS -171W MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7, FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518" MIN. TO 38" MAX. S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6.OE31GN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE MAXIMUM DESIGN PRESSUREFORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE.-- - - TABLE 7. KEY: MAX. PSF SH700 NTS] 10 d 11 JAMB ABOVEU. MTG. RAIL FULL D HEAD _ 2 _ JAMB ABOVE 4 PRODIIGT RFVIS6D "Clding NBtviththc.FlorlJa MTG. RAIL Duildngc N evinnce No !ra-051q,0��$�I imlion Data �NIU TABLE 8. KEY: "DaaoPmduct tr0 MAX. PSF (DP LIMITED) 112 JAMB BELOW 2 tI'YN ! MTG. RAIL \`����Oy�V FULL DP t No. 58705 JAMB BELOW12 MTG. RAIL � S n- :'.`U: '.�j '. ),TOM VIEW STA'XOF c(; •, roat�a.•'G a sYONAI. OW, IMPACT A EL�P.E.#58 4o4azo E F05 EXTERIOR INTERIOR 9.3/4"MIN. EDGE ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK (SEE NOTE 4) 3.35 KSI MIN. CONCRETE :' 1318"MIN.,1/4"TAPCON «� i.314"MIN.,V4"CRETE-FLEX _ OPTIONAL WOOD BUCK — (SEE NOTE 4) WOOD ANCHOR & I-. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (SEE NOTE 2 & 3} APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE "MIN. EDGE 1/4" SS4 CRETE-FLEX. 1 3/8' 1/4" MAX. SHIM 11/4" - 1318" MIN. MIN, 1/4" MAX. SHIM 1+ 114" MAX. SHIM _ ° 13/4" MIN EDGE 1" dfddJ{pla+—�j ANCHOR.CONCRETE FH BELOW MEETING toow RAIL. (SEE NOTE & 3) itu 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 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 TOTHE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118` 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 TAPCONS 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 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 EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) lv—a 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE f2. WOOD BUCK OR CMU SUBSTRATE (SEE NOTE 4) ® (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 518" MIN. EDGE 2-1/2" EMBEDMENT MAX. SHIM WI —WOOD FRAME 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 10, 11 1/4" FRAME MAX. SHIM `JJ ' V —. —�._� ---- 6/8" MIN. EDGE 131" DIA. MIN.—" N x 2 l/2" NAIL, 191" DIA. MIN. 2.1/2" EM EDMENT —~`� AT CORNERS x 21/2" NAIL, AND 5" O.C. WOOD FRAME AT CORNERS 1 AND 5" O.C. 6/8" MIN. EDGE 131" DIA. MIN. x 2112" NAIL, 0 MAX. AT CORNERS SHIM AND 6"O.C. 2-1/2" EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE n Ea CORRECTSUCKNOTE,REMOVESECTION2003.8.4REP. ANCHORAGE DETAILS 1070 TECHNOLOGY DRNE D NO CHANGES THIS SHEET N. VENICE. FL 34276 M. „w F ALUM. SINGLE HUNG WINDOW, IMPAC C NO CHANGES THIS SHEET P.O.89X 1529 — am-Y_ NOKOMIS. FL 34274 Visibly Better yH.10.0 NTS 11 d 11 4040-20 PRODUCTREV1SUD ns complying,vith the Ftorld0 BnildingCode Acccpta1ee t4o, l O q ; 8 B pimlla, Daly121 - Mia Dade Frodue4 ConI,.I \1i,.. ...,1Ir� ��''•UCEN3F' •ir:• No.58705 •'c `7 �-• l5 r u•� ••. ST ATE CF ((; ••• jD<ORiDp, A�'L��;�1�44�R; ♦'.E. FL LL # 68705