Loading...
HomeMy WebLinkAboutProduct Approval APR 7. 1 2016 PERME?County,unty, l St. Lucie ocr�ty, FL t �✓ 8 7i E CF-- E APR 21 2016 PERrOITTING MIAMI•DADE St. Lucie County, FL MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldaae.eovkeconomy 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(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve iproduct the right to have this product or ma#errel tested for quality assurance purposes. If this or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION:Series 11811-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision 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 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 he 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 tt�' a e 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. 1�p;Adti4 a ��t t ce y, The submitted documentation was reviewed by Manuel` eA�y. . .• •� �. S. • NOA No. 15-0519.08 MIAMI•DADECOUNTY Exgirathj Date: March 26,2021 ?1 L + OF Koval Date: July 09 2015 s, :c� 'i._ �.�•AV .: Page 1 Z. C� 1 ¢i�Ilittt�01, PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. OS-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact',sheets 1 through 11 of 11,dated 09/01/05,with revision 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) 03-946)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)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 fm 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)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 051018.01) '�11�azt"—73� e Manuel re ,P.E. Product Contr Ex finer NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(comNuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650, dated 08/11/05,both signed and seated by Edmundo Largaespada, P.E. (Submitted under 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 flame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NDA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h 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. 14-0423:17 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. Man ue ere P.E. Product Cont of Exa iner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th 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. 11-1013.14,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. ManuelP.E. Product Coutr 1 Exa finer NOA No. 19.08 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 6116-LAMI CONSISTING OF(2)UTES OF lir ANNEALED GLASS WITH A.090-KURARAY BUTACITE%B(BY KURARAY AMERICA,INC.) OR-090-SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118-HEAT STRENGTHENED GLASS WITH A .090-KURARAY BUTACITE'AiS(BY KURARAY AMERICA,INC.)OR.090'SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6116"LAMI CONSISTING 0;(2)LITE$OF 1/8"HEAT STRENGTHENED GLASS WITH A -OW KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A.09D'KURARAY BUTACITE 151M(BY KURARAY AMERICA,INC.) 011.090"SAFLEXOPVi3 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7118"LAMI CONSISTING OF(1)LITE OF afIB-ANNEALED GLASS AND(1)LITE OF 3/16-HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE GOVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*-VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7116'LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090*KURARAY Bumcm:PVB(BY KURARAY AMERICA,INC.) SHEET OR-090-SAFLE)ePVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) G.13f16"LAW IG;(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6116'LAM[CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GENERALNOTES............I .090'KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX IPVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS.........,.,2 K 13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 51161 LAM[CONSISTING OF(1)LITE OF`11W ANNEALED GLASS AND(1)LITE DESIGN PRESSURES 3 ELEVATIONS.....................4 OF 118-HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE%8(BY KURARAY AMERICA,INC.) VERT.SECTION'S...........5 OR.090"$AFLEX-PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EAT STRENGTHENED GLASS PARTS LIST ' a 1.131161AMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 6/16"LAM[CONSISTING OF(2)LITES OF 118"H HORiZ.SECTIONS..,.........6 WITH A.090-KURARAY BuTAcrrEIIPv-s(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS..­­­*.*****.*.*.*.*7 J.1311W LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAM CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A .090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)0 CORNER DJZ­*- 7 R.090-SAFLEX INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE *...............8-11 K.13/18"LAMI IG:(1)LITE OF 1/8*TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX6PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/161 HEAT STRENGTHENED GLASS WITH A.09V KURARAY BUTACNiVV-S(SY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090'KURARAY BUTACITEIPVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX lPV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Z CONFIGURATIONS:"OX'(1/1,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. S.SHUTTERS ARE NOT REQUIRED, PRODUCT NBVISED Flwtde Buildin6 Cody A '0 0a 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Imilm 0." 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4846,PTL-4047,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5063. Br ANSIlAF&PA NDS FOR WOOD CONSTRUCTION Mlem odo product Can ALUMINUM DESIGN MANUAL B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701, Vlft4N A A 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY N........ Q HURRICANE ZONE(HVHZ), 10 3 A 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. solos rawest' +nWene - ,�� �1�2 0� ,,C J M1 L 6V12115 E 6THED117ON(2014)FBC UPDATE I=Uic"No LoGYDR[VE FLOR 1"'" T 2010 F80 UPOATE N.VENICE.FL 34276 J.R. 001/11 1 C CHANGED a4POLASS TYPE TO TEMPERED FROMHS ALUM.SINGLE HUNG WINDOW,IMPACT anm w- � NOKOMIS.Fl-3014 V - 1- -1-- I-lwv- A.LYNUMIUR,P.E. Fic 41j, NTS 1 1 -F 11 4040-20 FL P,E.#58705 wl/05 waw Ill FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH_ GLASS TYPE 63, 66. 1 68'. TO- 72" 74, 761 MEETING RAIL 40" A,B,M +80.0 -ec'o +80.0 -80.0 1+80.0 -80.0 +80.01 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. so., A,B,M +80.0 -80.0 +80.0 -80.0 +80.01 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +79.0 -79.0 So" H S Sr. A,B,M +80.0 -8D.0 +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -7 Ix" 63 118" A,B,M +60.0 -80.0 +80.0 -80.0 +79.6 -79.6 +L78.2 -7E8.2 +76.9 76,9 +75.4 -75.4 +74.0 24 T 1UPTO63116" 0,D.E,F,G,H,I,J,K,L +80.0 -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 TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH- GLASS TYPE 30 318" 441 60618" 63" n" 74!' 7W' 1 48" A,B,M +00,0 -80.0 +80.0 -80.0 +80.0 -_80.0 +80.0 --80.0 +70.0 -70.0 +70.0 1 -70.0. +70.0 -70.0 HT. MEETING RAIL 601, A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,9 -79.9 +70.0 -70.0 +70.01 -70.0. +70.0 -70.0 "X" 62" A,B,M +80.0 -80.0 +8D.0 -80.0 +80.0 -80.0 +76.0 -76.9 +70.0 -70.0 +68.81 -69.8 +67.6 -67.6 63118" A,B,M +8M0 -KO +60.0 -80.0 +80.0 -80.0 +7&0 -75.0 +68.0 -08.0 -+66.71 .66.7 +65.5 -65.6 STH UPTO53118" C,D.E,F,G,H,I,J,K,L +80.0 -80,0 +80,0 _60,0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +5 70, +70.0 -70.0 -,=0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS . ,-- WjT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.Wl SASH-76"FLANGED AND 76"INTEGRAL FIN)56 ISM" SASH MINUS WIDTH GLASS TYPE 17118" 1 2211116" 1 283116" 1 33314- 1 396116- 1 4413116" 1 60 318" 11 HT 631/8" D,E,FJ,KL4,&1+80.0 1 _80.0 1+80.0 t-80.0 1+80.0 1-80.0 1+80.0 1 -80.0 1+70.0 1-70.0 1+70.0 1 -70.0 1+70,O 1 70.0 +70.0 1 -70.0 HT. . MEETING PAL GLASS TYPES: TEST REPORTS TABLE 4. -IM4 H A.6116'LAMI- FIL4647,4648,47214957 B.5118'LAMI-(116A,09%118'HS) FTL-4647,4648 C.5/16"LA"I-(/rHS,.090,1/8"HS) -F-IL-4647.4648 D,7/16"LAMI-C3/16`&.090,3116-A) FIL1045,4886 E.7116"LAMI-(3/16"A,.090,3116"HS) FTL-045 PRODUcr REVISED F.7/16"LAMI-(3/18"HS,.090,3/16"HS) FTL-4646 ac COMPlYing with ft Florid. fluildillgcoda G.13116"LAMI IG-116"T,AIR SPACE,5/16'LAMI-(iff-A,.090.Ile-A) FTL-4648,4723 A I 0 "0 m .IS- p i D" H.13116'LAMI IG-lie"T,AIR SPACE.6/16,LAMI-(I/&'A_oqo,j/v'HS) FTL-4646 BY p L 13/16"LAMI 10-116"T AIR SPACE,5116"LAMI-(1/ 'HS,.090,1/&'HS) FTL4646 Ki Dade Product IF I J.13/16'LAW IG-1/8"T.AIR SPACE,7/10'LAMI-(3118"A..090.3718"A) FTL1648,4650 K.13116-LAMI IG-1/6"T AIR SPACE,711W LAMI-(3118"A,.090,3118"HS) FTL4649,4660,4958 L.13/16"LAMI IG-118"T,AIR SPACE,7116-LAMI-(3116"HS,090,3/16!'HS) FTL4649,4650 [ , M M.13116"LAMI IG-110"A, ,AIR SPACE6/16"LAMI-(1/&'A.,0901/6"A) F7L-5063 0 L'fN[v N� ...... 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 .ic PRESSURES ARE UNEFFECTED. No.58705 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. 1 4.GLASS TYPES C,G.H.AND I MAY BE USED IN SASH ONLY -7x 15 0 STAT or LM. Nfyiff E ADD SASH GLASS OPTIONS FOR CUSTOM MIEWMIYDOWS SURE$ 1070 CHNOLOGYORIVE AGN o Iimo7lif D N0CHMGESTh7S5HEEr N.VENICE,FL 34M '�/CIN ,C CHANGED CAP GLASSTYPETOTEMPEREDFROWHS UM.SINGLEHUNGWINDOW IMPACT 1,u mu1p. 001/fl P.O.89X1529 TA. YIN R,P.E. TNOKOMIS.FL34274 Visibly Better SH700 J_NTS 3 a i1 4040.20 E FL P.E.#58705___J 53118"MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C OLD(ALL) D 75"MAX. F75. AX. SEE OLD L FA I.F.A LF. TABLE 0 /// —i HEI HT SEE OLD HEI 3HT SEE DLO C HEI';HT TABLE L 76'MAX. TABLE *16,1 mX. 2 �e 76'MAX. MAX FLANGED FLANGED L FLANGED HE13HT HEI KT I—IS E (MAX) HE T SEE OLD 16" TABLE x MAX T SASH SEE DLO S E SEE DLO HE TABLE x //10/ NO E 4 TABLE —x NO 4 481/4"MAX. VENT OLD(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) E-n VERTICAL DAYLIGHT 75" OPENING (111 I I F. L FIXED LITE HEI 5HT E—J HEI; HT LOW HIGH SEE OLD I F DETAIL SILL SILL TABLE SEE DLO A 34 1/2' 34 3116" 0 78"MAX.IAX. TABLE 0 76"MAX.4AX. B 41 518" 41 1/4" FLANGED FLANGED c 41114" 40718' HEI3HT HEI, HT D 52 6/8" 52 11/16" E 521/4" $25/16" PRODUCT REVISUD SASH as emptying with the Flowa 20* LOW HIGH BuildIngCodo X 0/0000 ArmptanceN.115-01515.ag SEEDL�T SASH SEE DLO TABLE SASH DETAIL SILL SILL ft im0on I HEIGHT HEIGHT A 34 1/2" 34 3116" B 27 7/16' 27118" By T— -37-7116- 27 MI51tad"oPtoWduct wl DETAIL D DETAIL E 16 3/6" 15 3/4' VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 318" 15 31e W I t,fill, 4 ly-I I. ' NOTES: ...' .el - 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. No.58705 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 8 C)ARE BASED ON A THREE OVER TWO FORMAT.rsL4-- L M. 6112115 E NO CHANOE37Hl93HEET 0 -Tilivill-w RLE EVATIONS . .......... a** J.J. 10107111 1 D NOCHWOEST107IISSNEEr N.VENCE,FL34275 law 75NW. me - JA o"I/11 NOWANGESMSSHEEr PA BqX 1529 ALUM.SINGLE HUNG WINDOW, CT a leftft A.LYNN MILLER,P.E. .r. e"' 1cfdwoy NOKOMIS,FL 34V4 Vhibly Better SH?W E FL P.E.# F.K. 1111/05 J.J. '22=7—T 1 NTS 114 - 11 4040-20. 1 1 58706 2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASHfi. 6 @ NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE INSIDE 9,10,11,15.16 31 MAX. 2.710° FIXED LITE 7,8 OR 17 DAYLIGHT 25 OPENING I OUTSIDE 25 -MAX.FIXED LITE DAYLIGHT MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL_ _ F-IN(I.F.)FRAME SECTI&SINSIDE 2347 50 MAX. HEIGHT 21 2.1146 HIGH air OUTSIDE I S &2. 0 LOW OW MAX. VENT458 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE, OPENING u 68 J��2.710 1 FRAME 11 PRODUCT REVISM 28 R If as coulptying with tho FIMMS 53 Buildluo codo OUTSIDE AcwflwcoN 1 -0151 �08 ,ration Data By M Product 53 2. 6' MidM VQd0P10dUCj 2.330' (HIGH SILL) 63,11, 52 (LOW SILL) L SEE NOTE ABOVE 54 V(NIV& 3 30 12 ULTRALIFT69 ULTRALIFT NO.68705 ONLY 12 SECTION C-c ONLY SECTION B-13 RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DE A_"7_ia:T 5 TAIL-FLANGED VERSION) STATE OF '1100 W'1• 1015 I'E CHANGES THIS SHEETS TIONS jj.. low/07/ri D NO CtMGES THIS SHEET 1070 TECHNOLOGY DRIVE N.VENICE,FL 34ZIS m to Rftom�- or*�� ALUM.SINGLE HUNG WINDOW,IMPACT JA 001/11 C NOCMWESTHISSHEET P.O.SqX 1529 R,P.E. F. v p I NOKOMIS.FL 34274 Visibly Better SH700 Hall FL P.E.#58705 K. 811175 MJ.J. 2,207 ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION POT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 6i635K 2 1155 #8 X 1A00 QUAD PN.SNS 781PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612228 63 605 GLAZING CHANNEL(.868 X.500) 6533402 5 1626 ADHESNE OPEN CELL FOAM PAD 7PAD1626 64 1161 90 X 1.000 PH.BUGLE TEK 7001 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 620VISIO 7 4026 SASH STOP 612244 66 4061A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A IFLANGE FRAME SILL HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",518",OR 11/16" 70 ISILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR 618" 6BALCVR916 80 A GLASS,6116"LAMI,(118"A,.090 PV8,1/8" 11 #8 X.760 PH.PN,SMS 7834AA 81 S.GLASS,6/16"LAM), 118"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,6/18"LAMI, 1/8"HS,.090 PVB,1/8"HS 13 1086/1066 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAMI,(118 A.090 PV8,1/8"A4 15 #6 X 1 PHILLIPS FLAT HEAD S.STL 78X1FPAX 84 E.GLASS,7/16"LAM, 118"A.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11/16" OBALCVR670 86 IF.GLASS,7116"LAM. 1/8"HS,.000 PVB,118"HS 17 4053 SASH STOP COVER 64063 88 Jr..GLASS,13/18"LAM!I&,,118"r,AIR SPACE,5/16"LAMI,018"A•090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS.13/10"LAMI IG;1/8'T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,118"HS) 19 #8-32 Xi/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;1181x,AIR SPACE,5/16"LAMS,(1/8"HS,.090 PVB.1/8"HS) d 21 4054C FIXED MEETING RAIL 64064C 89 J.GLASS,13116-1 LAMI IG,1/8'T.AIR SPACE,7116"LAM),(3116"A.090 PVB,3/1&A 23 40DOC SASH TOP RAIL 64006 90 K.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,7116"LAN,(3/16'A,.090 PVB,3116"HS) 25 1236 WSTP.,.170 X.270 BACK,FIN SEAT. 67616G 91 L.GLASS,13/16"LAMA IG;1/8"T,A!R SPACE,7/16"LAKY,3/18'HS,.090 PVB,3116"H8) 28 1096 SWEEP LATCH 71098 92 M.GLASS,13/16"LAMI IG.118"A AIR SPACE,5116"LAM],0/8"A.090 PVB,1/8" 27 1016 #8X.826 PH.FL.SMS 7858 2.678 28 4007 SASH BOTTOM RAIL LOWSILL 612230 784 .30 1226 WSTP.,BULB VINYL GTP249 31 4008 SASH SIDE RAIL 612231 .082 34 1266 SASH FACE GUIDE 42501 35 1622 LAM[SETTING BLOCK 3132"X 25/64"X 1" 71822K J30 3. 55 36 1062 LAM)IG SETTING BLOCK I"X 3W X 1116" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 8TP247W,K •082 i; 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS, 640398 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,6116 LAMI W/GRILL KIT 644703 47 #4071A,6083-T6 44 4222A GLAZING BEAD,7116"LAN 64222 L FRAME,I.F. OW SILL 45 986C GLAZING BEAD,7/16"LAMI W/GRILL KIT 8985 48 #4072., L 78 46 4067 GLAZING BEAD,13/16"LAMI LIS. 64067 47 4071. FRAME,LF,HEAD 64071 -2.908 PRODUCT'REVISED ns complying with iha Florida 48 4072A FRAME,LF,LOW SILL 64072 9n ompl Ing4C- "*O 2.37 AcceplmceN �I 48 4073. FRAME,I.F.HIGH SILL 84073 irntian D 60 40748 FRAME,I.F.JAMB 84074 52 4009 SILL LATCH(EGRESS LOW SILL) 784009 L .062 NOM EMf�ol 63 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 54 2780 SILL LATCH(EGRESS)(HIGH SILL) 82740 2.71C 55 1014 SCREEN FRAME(HOR.&VER. 81014 .082 NOM 56 1630 SCREEN CORNER KEY WIRINGS 71630 T4�HICKNESS Ul1• `� r ?I/� tial 67 1831 SCREEN CORNER KEY WlOUTRINGS 71831 ,�+ ,......,�,tCENS,a '•.,.p F 58 1073 SCREEN SPRING 7CASP a ;'' 69 1624 SCREEN SPLINE-A35 DIA FOAM 81824K � FRAME,I.F.JAMBNo.50705 r zC FRAME,I.F.HIGH SILL #40748,8063.76 �9 #4073A,6063-TB (USED AS RADIUS TOP HEAD) = TT (c t-M. &17/16 E NDt HA'GES THIS SHEET PARTS LIST r (C��''•,''ZORIDI;. 1070 TECHNOLOGY DRIVE _ _.. r + J.J t01D711f D NOCMNGES7H/SSHEET N.VENICE.FL 34276 r SJ ti J.R.' (kl01/11 ft'C ICH4NOEDCAPGIASSTYPETO7EWEREDFROMNS P.o.egx1620 �-- ALUM.SINGLE HUNG.WINDOW IMPACT Atiy7 A1Al.tt�� u.,my: ar: thw: NOK0 IS,FL 34271 V#Ib(y Better mani c "'" '""` p"r°X' ar A.LYN19 t IL'R,P.E. F.K. 911/05 J,J. 2/13417 SM00 NTS 6 -11 4040.20 E FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME 2 2.784-1 .062— 1 1 11 1LOJ 2.930 2,330 .062 6 or 50 D FLANGE FRAME HEAD #4002A,6083-TS WELD —1.749— FLANGE FRAME WILL (LOW) G) #4003C,6063-T6 6 or 50 ALONGSCREW SEALANT OR GASKET BOSS(2) AT HEAD AND SILL .O62 2.710 1.49D VIEW D-D VIEW E-E 1.451 T r-.040 (111 8,vIEW HEAD 8,SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) .062 [JI :i Lt—j SASH STOP SASH STOP 'OVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB (D #4025,6063-TS 7 #4053.6063-T5 .050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1.165 .678 , 1 342 1.096 2.326----1 — 2.279--f1 .06227 1.349 GLAZING BEAD,5116° Iu : T I a #40398,6063-T6 .062 2A 1.97965 1.707 .0672SASH SIDE RAIL .062 0 #4008,6063-T6 21 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) •450- 4Z .678 #4054A,6063HD-T6 #4006C,SN3HS-T6 #4007.6063-T6 060 _j PRODUCT REVISED ILL -T o3 complylog with ft FlWds GLAZING BEAD,5/16" Milding Code 76 #40448,6063-T5 Accepla.No 1 -0 cd —2.326-1 h� @ (USED W/GRILL KIT) lix Imt to .062-- 1.096 1� � T By r 2.946GLAZING BEAD 7/16" Mimm adeWPioduciQuiro 3.446 1 e #4222,6063 T5 1 062_ 2.638 .6e3 4--050 T-i� ., %%11 111/ .678 1,. X1.097 YNN GLAZING BEAD,13/16"IG Qc-.N 1.116 #4067,6083-T5 69 FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" N°•56705 #4050A,6063-TO #4051A,6063-T5 #985C.6063-TS (USED W1 GRILL KIT) 7 ST rXor 511VI5 E NO CHANGES L THIS SHEET FRAME CORNER DETAIL R.W'. ------------ id. U9 .`VEI4m10EuLFuL133y42vTm5vtt J�L — A cHMGESTHl$sHEEr N ALUM.SINGLE HUNG WINDOW,IMPACT ",,'10NAl • J.R.• WX1111 NOCAWSE87HISSHEEr �.y NOKOM19�1`1.34274 8"" =H 7 libi, A.Ll��NMI[L� "P.E. 00� I'Half 1' 11 4040-20 FL PAM 58705 AK WI/05 I J.J. WN7 ANCHOR QUANTITIES FOR IM FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1, ANCHOR TYPES: 1-1W ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX SUBSTRATE:----- 28.603 34M3 40.603 46.603 52.603 1 58.603 64.603 1 76,000 3-#12 SCREWS ANCHOR TYPE; 0 0 0 0 u C11 L)l 0 "'01 L) 0 L) C.) 0 L) 2.ANCHOR LOCATIONS ARE BASED ON THE z 0 0 z z 0 z z 0 Z Z M L, z 1 z z - 'I Z-zm - 0-0 - � �-z WIND 0 0 CO, c"I C, 0 0 0 c1l FOLLOWIING DIMENSIONS, OW GLASS Cr 0 0 Cq a C40 0 0 L) L) 0 L) � 8 00 00 0 0 L) 0 HEAD-16112"MAX FROM TOP CORNERS WIDTH TYPE I JAMBS-171/2"MAX.FROM TOP CORNERS C,D,E,F,G i 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 161 MAX.FROM BOTTOM CORNERS 1 -I*2222222l [ 'I" 'I '.21' 21' '12 -IiI212 S 3 H.kJ,K, 112 11 -111 -1-12 2-12-1**1-2 i 12 il 2' il 2 2 2 2 2 2 2 2 6r MAX.BELOW MTG.RAIL 19.126 1 1 1 1 1 1 1 1 1 1 1*''-" - - i I' - SILL-ANCHORS NOT REQUIRED I 2 15IlI 121fli 112il2 iIi Fiili2fiili 2 il2 2 2 2 3.INSTALL PER THE ADJACENT TAB LE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, l I ,1., 1.. 1 1 1 1 1 1- 1 -1 1' I I I 1- 1 1 1-1 1 1 1 1 NOTE 2, 24.000 1 1 1 2 2 2 1 222222222222222232222232223 11' 1' 11l1Iil-i H,I,J,K,L "'12 112 il'21" f' fli 1 1 1l ' 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M I I I I I FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 2 1 2 1 2 2 21 ji 21i ir i12'iji 2-1' 212­2f�j J3,212,313 112,1 i 1'12111-2-1 111 1 i fl'� -'I' il"'2Fi i12,2i12-1 - 2121 31 1 3 3 ARE VUESS. 1 1 1 1 1 1 1 2 1 2 1 1 2 1 1 C,D,E,F,G, I - 1 .1.11 . -.1 1. 1 _ . _I 1 5.DESIGN PRESSURE LIMITATIONS: *1 " 2 -1213 112121-2 213- 11 21i 2fi 2-[i i13 313"ili if-3'314- '3'1*'2- '3-13- -1 f SIZE BLOCKS OF THE ADJACENT TABLE 32.000 HIJK,L 1 2 112 J2 1- 34 33 � 4 WITH A 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ABM - MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 11,2" i I i 2" '2 i -112' 212' if'3 1 f 2. 213 .2.13'2'*12- 2-1 13 2"[3'-3'13"'2'12'*"11'3"114 3'I-'2'iI'3'.'ij4 J13' d 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 1 2 1 1 2 1 2 1 2 MAXIMUM DESIGN 2 fli 2 3 PRESSURE 37.000 ilifi*l if� ili iL -iiji 4 RESPECTIVE SIZE H,IAKL i 31 il 2 Fi.il.- i 1.4"iJ3 313 .31.4 31�I ij--j il 5-_ii 3 4-[4 FORTH A,B,M 1 2 1 1 2 1 AND GLASS TYPE IS i.j 2 2 2 2 1 1 -2, 2, 1 2. 2 1 2 AVAILABLE. 3 1 2 2 3 2 3 3 31-4 --14 2 2 2 21 1 1 ' I ' 21 i i13 212'2'1 i, 2 3 il 3 2"1'3' 314 2131313 3 4 31 315 3 4 PSF 79 C,D,E,F,G, 2 2 22 2 2 2 2 2 2. 2 2 2 2 -2 2 1 2 1 2 40.000 HkJ,K,L 2212222322232322232323232423333423 3435 -313' 314* 415 313 4 1-4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 ABM T il- il 2 I_i - 31 i - il'i ir� _]_i 4.15_ 3l-3 41 3 1 2 2 3 ili if4 2 31*4 i[i '3'1'3' 3 2�2 I 1' 2 if I i f' if j�� 3 21 2 PSF 79 1 TABLE KEY: d 2 C,D,E,F,G, 2 2 2 2 1, 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 1 2 2 _ij*iil*,jil_i _I i fi i I-i I.- - 51-2 MAX PSF 2 2 - 'I 'ij4-j2'jij3ji"-3-[4'-'ij�3 jj�*ifi 21 *3 '31-� ir' 31-3-51,- 1 1 1 44.000 2 2 2 2 3 3 1, 44 H.1,J,K,L I ---- - (DP LIMITED) 118 PRODUCTREVISM 2d 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 as complying xvith*a Florlds ABN 2ij 2 2 2 3 2 4 '4 2 5 HEAD 2 - 2 12 213 21 12 i1412' 314" 41 i r 2 2 12 '2'12" 21 i 1-2- 1 - 3 2' il'i I i il*i�213.�� i14 2r3 3 4'31 3131- JAMS ABOVE 223 PSF 79 1 79 wrG*RAIL Ip C,D,E,F,G, 2 2 2 . 2 2 1 2 2 JL2 2 2 2 2 2 2 3 2 2 3 2 2 JAUB BELOW )w 62i 2 3'1'**13 1.kl� 'i's ili 4["5 1 416 14 5 1-61 2 il 2 T22 212 211"i'� 4 21" il' 5 '13" 3 48.00D H.1,J.K.L 21 _I412L3L.I_ 3 31� 3 4 MrG.RAIL AB,M 2 2 2 2 _2 2 21212 2 212 2 2 2 2 212 3 212 3 2 2 22222223222 1 . *11-2 212 2721�1'3 212'1-2- 3 14 i3 33 3 4 23 34 36 33 34 35 3 34 54 6 34 56 (FULL DIP) uIIIIII PSF n 79179 HEAD 2 LYNN.... VE E C,D,E,F,G, 2 3 ABOVE 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 3 3 2 3 JAMB AS 2 - 2 2 4 RAIL L 2"2 5 6 3 4 5 6 L 53.125 HIJ,K, -T22 T23 iii i 13' ili'ili il,1131-� 21i 3-14-13-f4- iTi if4­1315 3 41 41 31 ' '�J­ �I­ VrG. L Na,68705 2 2 2 2 3 2 -2T—3 2 2 3 2 3 2 3 JAMB BELOW 2 2 2 2 2 2 2 2 EL 3 3F 6 MTC ' RAIL i RAIL 15.31 �4ji. 5 4 6 3 44 ABN 2 il 2 - i 31".21' �14k[4 (41 313 41 1 1 L is lij S ,�12 2�3 4 3 3 .���1�ji� /11/- NO - )'- IA PE . 'C &12115 1 E CHANGES THIS SHEET I Mw """" MCHORA GE SPACING, 1/1 WINDOWS 1070 TECHNOLOGY DRIVE J.J. 10/07/11 "D No THIS SHEET N.VENICE,FL3,27, ........ RIM Ina. Rl� ALUM.SINGLE HUNG WINDOW,IMPACT NA1- J,R. ~GES THIS SHEET A.LY MILLt P.E. C NO~GES Th N=X1629 0.1� C0.6y 0� Fl.34274 14affily Better 11 J"4040-20 E FL P.E.# FK M29W J.J. Z2,W7 SH100 NTS 8 65705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE6. ANCHORAGE NOTES: , 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-114°ELCO SS4 CRETE-FLEX SUBST 29-655 37.165 44.655 52.155 1 59.655 67.156 74-665 76.000 3-#12 SCREWS ANCHOR" 01 0 a () L) 0 0 L) 0 0 0 0 0 0 2,ANCHOR LOCATIONS ME BASED ON THE z 2 0 z z 0 z z Z_Z WINDOW GLAS C4 - 0`1 IN - cl C-4 00 N z z V)o Cj z z V101.z z Mo 4N Z z q0 cy S 0 0 474 0 0 c ocl 0 8471 0 0 CNA 0 0 04 0 0 01 0 0 FOLLOWING DIMENSIONS: WIDTH TYPE 0 0 0 IL) 0 0 L) U � 0 0 HEAD-181/2'MAX.FROM TOP CORNERS JAMBS-171/2"MAX.FROM TOP CORNERS C,D,E,F G 16"MAX FROM BOTTOM CORNERS 2 S"MAX'BELOW MTG.RAIL 19125 H.1,J.K:L -j] fi 21�1'iji[212 il i 12 1 A,B,MSILL-ANCHORS NOT REQUIRED 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR -i Fj i1i 1 Ii il f I i 2 ik A'flili il-2 il­i il i ii 4IRil"i jFi PSF 79 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F G I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 - 1-.1 f Tj'f 2 i I i I'Ti 1-d Ji --'i-�%I.i I-i- H,I,J,K:L' 11 i iF2 I-i iT2 'ifil'2*1 2 41'*� ifil 51 1 31 1 I*i Iijt2 2A3 2 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS "j1tli1i221i22222222222222222232322232322232322232 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: 11FL— C,D,E,F G. I 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 OF E ADJACENT TABLE WITH A 21 iU BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ri 32.000 H,LJ,K:L 1 111 -Idl il-il'ifii'li 2'1 j 2'1 i I-if il i 2 12 1 1;Zk%.4 CESIGN PRESSURE WITH THE QUANTITY 2 _I _L 3 31�1 1 -41� i1i il-31 MAXIMUM D A,B,M 1 2 1 1 2 1 1_ 1 1 1 I1 1 1 1 1 1 1 OF ANCHORS SHOWN IN SOLD.OTHERWISE,THE .3 MAXIMUM DESIGN IF, Tr f-11-1 2 1 3 I-i iff ili ja if-flijil J11i 44 'i Ii i i PRESSURE FOR THE PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, I 1 1 2 1 1 2 1 2 1 2 9 1 9 AND GLASS TYPE IS i2 iji2 il 2 1 2 1_ _42i 2 il_ 1 2 i 37.000 _j�-1 F1 ja-1 F1 -2 F2 'i Ii-2�i 2'i i �ji-i I Vi 311 31i 3 12 iji 414-i[i ij-3 I I I AVAILABLE. A,B,M -I 1 1 2 1 1 2 1 1 2 % lj 2 2 1 2 2 1 2 2 1 2 2 1 1 1 2 tIF1111i -11-11-25212 212 2-jijijfl2fi il ii f 3 fli 313 4 13 3 3 3 2 3 3 4 3 31 i 4h 4'4' -3 i '4 3 PSF 64 1 79 02 179 C,D.E.F 0 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .�j 40,000 H,IJK:L III 111 11 11-2F2 j[j Ki L 31 2 3 3 3 ri13131*4-Tii,*44 iji' 4 13 iI 51i A,B,M 2 2 2 1 2 2 2 ]2 2 2 2 2i 2 2 2 2 2 1 2 1 2 2 2 2 2 1,i2 2 TABLE KEY. - 2±2if 1 5 J I'Ji 41 il i1i I il il I F1 I 1 1111212 ji"i jTj _i PSF 49 79 56179 79 MAX PSF 0,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 t (DP LIMITED) 117 PRODUcr REvlsw - '1 21*2 �ji 3 3 4 3 44k3343 31 i1i as cornplyingwilli the Florida 44.000 H.1,JK,L 11-11-1 F1 JITI -21-2 I-j I j I-2T2 211 �Li S'i 4* 3 414 3 HEAD 3 Building 2 2 2 2 2 1-2 2 1 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M - -- 2� 121-2 F2 i 131212 3 13 41 3 i162 ABOVE 3 3 !12021 Acceptaoca No I I Ili I F1 2 2 14121 i 131 i 414�jj 4 F3 � 4 3' 4 61 41� 3­1 i 4i(il4ki 31 14 AUG,RAIL PSF 45 174 51 74 -79 79 1 J BELOW Minn adeptodutteopt C,D,E,F,G 2 2 2 2 2 2 2 1 2 Ii2 2 1 2 3 2 2 2 2 H.1,J. 2 2 3 2 2 3 2 MTG.RAIL 48.000 K,L I F, TR 2T2 if2 2T2 31-3 212 il 3 14 313 4f4' 31 4[414 1413 3444443544443541 A,B,M 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 �2 2 3 2 1 2 3 2 2 _,Tj Tj IF_ 1. .14 14 .1 i 2 41 i.ir (FULL DP) l 2 .1.4 41 12 2 2 3 F3 I'di i 14 'i 4 1 4 4 HEAD ...... 10 PSI` 41 67 461 67 1 1 76 79 Or fl2 2ij 2 3 2 3 2 3 34 JAMB ABOVE C,D,E,F.G, 2 2 ,1 2F_ 2 3 3 43 2 3 _5 2 3 15 13 614 1 141 15141 2 313131�1,2 1 53.125 H.1,JK,L - - - - 1 41 4 .... I_�_,.1 VrG.RAIL I1F1 IF' i F112 2 3 4 31d414 41 21 314M414 31 1� 5 B LOW No.58705 - DANS E _2 2 2 2 2-1 2 3-1 2 2 3 2 3 3 2 3 143 2 63 2 3 A,B,M 4 2 3 2 3 111 7 -4 ji 414 614 4f3 ik I I 27212�212112ffJ7312IM313 14 1 4141414 il 314f� 13 4J3,61� 6141 I NO CHANGES MTG.RAIL 15 E THIS SHEEr SPACING,STANDARD VIEW C q 5� 11070 TE ANCHORAGEtOR10. D No cHANGES THIS sHEEr TE tq. N.VENICE,FL34275 S� ALUM.SINGLE HUNG WINDOW,IMPACT ONAC�:,10 j.R k;0401111 c ADDDPmAx%wrREwcHoRaryispxsmtcmD,9y!!�. P�o.eoxlw xftftm - 'MMIL1.9" KOKOMI�.FI.34274 A.LY RPE. FJGM05 -f -20 A. D—w- D� Visibly Barer FL P.E.#68705 I:NrS S 9 if 4040 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMESCUETOM FLANGED WINDOW HEIGHT MINUS SAS14 HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEWT MUS SASH HEIGHT FRONITABLE S. 1, ANCHOR TYPES: I-IW ELCO TAPCONS SUBSTRATE: 17.125 22.668 1 28.211 33.764 39.296 44.839 1 60.382 M926 2-1J4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: -0 0 0 a 0 0 a 0 1 0 0 0 L) 3-#12 SCREWS z 0 z zmo z Z030 z 0 1011,10 zcoo1Nzoj_zoaoc,4z_oz 2.ANGKOR LOCAT ONS ARE BASED ON THE FOLLOWIING WINDOW z ocl z 010)(3 0 C4 C4 W I GLAS m OIC4 01-() a 8 8 z 0)0 z to 04 0 0 cq 8 ci�'4 0 0 O� 00 0 0 DIMENSIONS: S'c"� a 0 0 a 0 0 0 WIDTH TYPE �1 8- HEAD-181!2"MAX.FROM CORNERS 19,125 D.E,F'J". I -I 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS K.L 1 2 '2 2 2 2 ._2__2 2_..2 2 2 3 2 1 3 3 '2 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL O,E FJI_1 6"MAX.BELOW MTG.RAIL 24.000 -1- IS-MAX FROM BOTTOM CORNERS ..........-1- . 1 -1--- -.3 3 4 K,L 2 2 2 2 1 2 2 3 3 2 3 3 2 3 3 3 3 SILL-ANCHORS NOT REQUIRED 32000 D.E.F.J, I 1- 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K.L 3 2 3 3 3 3 3 il 4 4 3 1 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE a DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR P$F 79 ABOVE THE MEETING RAIL AND TABLE 8,FOR BELOW. 37.000 DE,F,J, 1 1 1 2 1 2 2 1 I_? 2 1 1 12 2.1 .1 2.1 1 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K.L 2 2 2 3 2 3 3 4 3 3 4 3 4- 4-4 5 6 4 5 DOWINWS ARE`12 618"MIN.TO 38'MAX. 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 1 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2. 2 2 2 2 2 2 2 2 22 2 2 2 2 vLESS, K.L 1 2 2 2 3 '3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44,000 DE,Fj, 2 2 2 2 . 2 2 2 2 2 ..? F�"T 7�2 2 1 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K.L 1 1 1 2 1-:2:1-3 3 3 4 1 4 4 4 1 3 1 5 4 1 3 5 6 1 4 1 5 5 1 4 1 6 SHOWN IN BOLD,OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 RESPECTIVE SIZE AND D.E,F,J, 2 2 2 2 2 112. 2 3- -T7-721—? GLASS TYPE IS K.L i 1 1 2 2 2 3 3 3 4 4 —4 5 4 5 5- 4 8 6 1 4 1 8 6 1 5 1 6 1 AVAILABLE. PSF 71 79 83 71 79 B4 74 66 77 69 TABLE 7.KEY: 53,126 2 2 2 2 2 1--7 D,E,F,J 3 2 66 77 3 T — -3 3 2 E?U3 1,2 1,3* 3 2 3 K.L MAX PSF 1 2 2 2 3 3 3 4 4 4 6 1 4 1 5 8 5 8 6 5- -7 6 1 6 1 7 QP LIMITED) 1172 2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD JAM movEF2 SASH HEIGHT TABLE 8. MTG.PAL SUBSTRATE!-- 12.776 1 16.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE.-WIDTH S a 0 L) 0 0 a o 0 0 0 (FULL DP) z 0 " 2-2q z -2 ooc4z - zc,) § ,, _z I_ 2 8 8 -1, 8z 8 N Q 8 8 8 8 8cl� 8 8a 8 2 " 4 - ti 81" 2 - WINDOW 2 � 2 Z.1 0 cl; HEAD F F 1 8 JAM ABOW PRODUCT REVISED 19,126 1 1 1 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 0-`py­s--wFbAd8 24.000 2 1 1 11,11dwocado 2 1 2 2 2 2 2 2 2�2 2 3 2 2 3 2 2 AmptancerNo 2 2 2 2_ -2 uxotratiol 32.000 2 1 2 2 2 2 3 2 2 3 21_3 3 2 3 3 2 3 4 2 3 4 2 3 37,00079 By -2 T I T-2 2 2 2 377Fg-F-3 -3T-2--f-3- 3 1 3 3 4 1 3 3 4 3 1 4 TABLE 8.KEY: Nuam, a oprodud ntto 40.00074 -T- T— AWX PSF 2 F-2-r-2 -2- 2 2 1 3 1 2 1 3 3 1 2 1 3 3 3 1 3 4 1--3-73--4 3 4 (DP LIMITED 112 44.ODO 68 78 1 1 BELOW 2 III 111 2 1 2 1 2 22 2 3 2 1 3 MTG.RAIL LYN, 2 9 72 7 48,000 2 2 2 2 2 42 �3 2 1 3 4 F-3-T-3 4 3 1 4-���4 �53 4 (FULL DIP) Na, 53126 n 73 58 66 7 JAMB BELOW -1 2 2 2 3 3 3 4 F-3 T—4F47F--3-1-4 5 3 4 5 1 3 6 5 3 1 5 1 WG,RAIL -7 (..5 IN. 6112115 E NO CHANGES INS SHEEr STAT r 1 7/1 0 IND CHANGES THIS SHEET &VENIC11,F1.34275 id. 1070 TECHNOLOGY DRNE ANCHORAGE SPACING,CUSTOM VIEW Gh,W Jg 1/1 'o INDCHANGESTNIISHEST ALUM.SINGLE HUNG WINDOW,IMPACT eros 0 15 =16,1FL 324114 110piO NIMILL P.E. AITS 11 1' 4040-20 Ilk FL P.E.#58705 EXTERIOR INTERIOR NOTES: ALL HEAD AND SILL E'� WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY � E' WOOD APPROVED 1/4"ELCO TAPCONS OR i/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM i-314"MIN.EDGE— CONCRETE ANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4". (SEE NOTE 18 3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) 1'MIN.EDGE IM SS4 CRETE-FLEX. 3.36 KSI MIN. 3 FLATHEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE 4:WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE 7 - 13/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN i 11r. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE 4-314-MIN..1hr CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1318" OPTIONAL 4x 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE WOOD BUCK MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114"j 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. MAX. M 7 SHIM '.�T SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B SHIM 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 MAY BE USED. A FLANGED FRAME COMPONENT MAY BE 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 1/4" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4*MAX.SHIM MIN. MIN, 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MMAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBG CURRENT, 1-3/4'MIN EDGE 1"MIN.EDGE EDITION. 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 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) 1�5 DETAIL 0 DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4�" 6/8"MIN.EDGE 2-1/2"EMBEDMENT MWAX. SHIM 1/4' WOOD FRAME VRODUCr REVISED —WOOD FRAME SHIM as complyi.g with the FWda Building Cods 6/8"MIN.EDGE Acceptance ND .131"DIA.MIN. E Ali %Dot ?421 MI MOMENT x 21/2"NAIL, MIN 2 W" .131"DIA.MIM 2-1/2"E AT CORNERS Mi Dad4 FrodnN Control 1 x2l/2"NAIL, AND 5*D.C. AT CORNERS I A� 11 —WOOD FRAME DIA.MIN. AND 5'O.C. 5/6'MIN,EDGE 114- x 21/2"NAIL. "NO MAX.J \A4 k.yNAf AT CORNERS SHIM AND 6"O.C. 2-112'EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.50705 TYPICAL INTEGRAL FIN ANCHORAGE � et L.M. 511&15 R E CORRECTBUCKNOTE,REMOVESECTION2M04REF �Sr,T E 0 F 14, �a)r I ANCHORAGE DETAILS J.J. IW7111 D NO CMNGES THIS SHEET N.VENICE,FL 34275 J.R. owl/11 ALUM.SINGLE HUNG WINDOW,IMPACT NO CHAJVGES TM8 SHEET P I, jl� E. C 1829 _fi_� FL MV4 VblbZy&e&-r NG A, 11 jo'*`�4 E FL 58705 F.K. OHMS 040-20