The URL can be used to link to this page

Home My WebLink AboutNOAMIAMMADE MIAMI—DADE COUNTY, FLORIDA 0M 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 OF ACCEPTANCE (NOA) ..w.v.miamiaaae.QovieconomYw .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fail a applicable building code. This product is erein, and has been designed to comply w' he Florida Building Code, includi the High V city urricane Zone. IIESCRIPT ON: Series "770-111" Aluminum Sliding Glass Doors w / Reinforcemen L.M.I. APPROVAL UMENT: Drawing No. PGT0004, titled "Series 770 H.P. Alu ' um SGD — L.M.I.", sheets 01 through 10 of 10, a e d-by-maauiaetum , ion "F" dated 05/05/16, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RAT : Large and Small Missile Impact Resistant LABELING: Each unit all a permanent label with the manufacturer's ame or logo, city, state, series, and following statement: "Miarm— unty Product Control ved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0106.08 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 Jorge M. Plasencia, P.E. NOA No. 16-0629. ��MIAMWAOEC.OUNTY O Expiration Date: March 24, 2020 "'.' ' �ol`,u'.nl{. Approval Date: AugustOP,ag16 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.L", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated 05/05/16, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No.15-0106.08) 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, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A-2, B-1, B 2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. (Submitted under previous NOA No. 13-1009.07) Jorge M. 1'lasencta, Jr. E. Product Control Unit Supervisor NOA No. 16-0629.07 Expiration Date: March 24, 2020 Approval Date: August 04, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-59981?dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 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) 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, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5998, FTL--6005 and FTL-6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0106.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 16-0629.07 Expiration Date: March 24, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer" dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 3. Statement letter of conformance to and complying with FBC 5' Edition (2014), issued by manufacturer, dated 12/31/14, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. I5-0106.08) 4. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No. I5-0106 08) 5. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO. (Submitted under previous NOA No. 13 1009.07) 6. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. (Submitted under previous NOA No. 13-1009.07) 7. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No.13-1009.07) 8. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 9. Proposals No.'s 09-0177—A, dated 05/05/09, B, dated 05/27/09 and —C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 15-0106.08, issued to PGT Industries, Inc, for their Series "770—HP Aluminum Sliding Glass Doors w / Reinforcements — L.M.I.", approved on 03/12/15 and expiring on 03/24/20. Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No.16-0629.07 Expiration Date: March 24, 2020 Approval Date: August 04, 2016 E-3 GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RATING MPACT RATING SEE TARES 1& to ON MTED FOR LPRGE&SMALL 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) sNEEia MIssILE lMvacT RESISTANCE GLASS STRENGTHS: T=TEMPERED HE -HEAT STRENGTHED sTMIDPR05 U6E0: INTERLAYER TYPES: SG = .090' DUPONT SENTRYGLAS •2014 FLORIOA�50'L"01,NG CODE (FBC).5TH EDITION04-7/16'LAMINATED:(2)iITESOF3/16" HS WITH .090" SG INTERLAVER. •ASTME':PA04A-9/16' LAMINATED: (2) LITES OF 114' HS GLAGS WITH.099" SG INTERLAVER. •ANSI/AF&PA N1FIXS W000 CONSTRUCnONG6-1- LAMI NATED INSULATING GLASS: 3176°TEXT.CAP+3/8"AIRSPACE.7/16" LAMINATED:(2) LITES OF 3/16' HB GLASS WRH .090"6GINTERLAYER. •ALUMINUM DEMANUAL aoM-2o10GI5A- V LAMINATED INSULATING GLASS:1/4'TEXT.CAP-5(16'AIRSPACE -7/16' LAMINATED:(2) LITES OF 3116' HSGLASSWTTH.090'SGINTERLAYER. •AISL51oo4n5 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. DING BUT NOT LIMITD TO IS TEEL NOA DRAWING MAP CCOME STRESS INCREASE DESIGN INTO CONTACT WITHTHLAR MATEMEETER DISSIMIRIALS SHALL ET THEOFREQUIREMENTS THE CURRENT FLORIDAL THAT BUILDING CODE. FOR ANCHORAGES SHEET DETAILS SEE SHEETS 4-6. GENERAL NOTES ............. 1' 5) INSTALLATION SCREWS, FRAME AND PANEL COMERSTO8, SEALED WITH NARROW JOINT SEALANT. 6)REFERENCES: TEST REPORTSN. CR TE LEXAND FTL-AGGREGATOR TORN12&, ANSV25. AND I ELCO ULTRDESIGNRETEFLTED T AGGREGATOR NOA'S, ANIRMENTS O FOR WOOD CONSTITUTIONLDINGC DE, INCLUDING THE MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WI TH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). R) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING WIDE. AS APPLICABLE. 9) CONFIGURATIONS: STRAIGHT DOORS • MAXIMUM 2 TRACKS BY 9 FT. (108') HIGH WITH MAXIMUM 4 FF. NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE PYAMPI P PI EVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7. D.L.O. WIDTH = NON. PANEL WIDTH - 7" D.LO. HEIGHT � DOOR UNIT HEIGHT-10.125' PANEL HEIG RT= DOOR UNIT HEIGHT-1.866' 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-OADE COUNTYAPPROVED ELCO ANCHORS. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS W ARE LESS THAN 1-1/2' THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE i-WI THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION: Gmup Anchor SubMb Frama Member Min, Edge 13b.. Min. Bnbednent 1 lieRcb ut mn CAncrete (Ma 2&5 d e 91II1 mb 1 B' m.d CMU AST. G80) Jamb any - l2' 1414' 8mul A51t'im HBed58Enty 1• 1 114'EIc.410 .6. CnleFle 3.min.) Concreia (miA 3.35 k¢II Un9mv!ed CMU, IA$1M Ca01 Jamb oMy 2d12' 1-1/4' P.T. &cplllem Rm G:0.55) HemV5ii8Jamb 1' 38' lie Elco Utrac•n -ul Jamb Ony 1' tdl4' #12, 1"m 410 S.S.M, P.LSbutMmFen (SG=0.55) Head6118Jamb Wis.• pWmlmm.6051T5• Wad5118Jamb 910 0.07 U.Wt• 51eel, A3fi' Nead511#Jamb 310' O.OW' 3 IIh (min, II tlwOda(n) bi¢¢I61W, A653 Gr. 33' HladSllVJlmb Y0' 0.0451' fl4'Dm 108 S.S. All. Gstu Corerete mIn. 1275 keU HeedsBVLmb 1-1R• 1513' UrOmmeO CMU,(AS[Mk 9 Jamb my 2' 1-I14• Gmuletl [{ulU (a61M C90, min. 2 kd Smut) Jemb pny S Y P.T. Soelbem Pka lSG= 55) Heed5I81Jemb 1' 151B' a 12b(¢bM5 G5, #(mlm 11 Vueedyn) P.T. m (SG0.55) 1}edSIVJmb W10 1.3W11'P AmIn,0}TS' SW0LAm' WW o- 51¢¢I fi1W. A653 Gt 33 WW 3& 0.wi' "MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. P.0. BQX Ili'm tgm�4s, asma DETAILS .... ........3 ELEVATIONS... ....... ........... 7 CONFIGURATIONS 7 VERT. SECTIONS ..............8 HORTL. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUSIONS.. ..... ............. 10 PRODUCT REVISED plyyon9 vrlN M. Florida NOA-Ne. 16-0629.07 Eap4atl.n Oat. 03/24/2020 ey /� Niam4T4f19 Product Comm No. 58105 ,I W". A LYNN MIMR. P.E. P A58M MAX. UNIT MAX. s DOOR UNIT HEIGHT 108" ►. • • �:y 1 MAX. UNIT WIDTH 191 112" MAX. UNIT WIDTH 145 5116" OXX, XXO, OXO MAX PRODUCT REVISED Pi11i"B with tli" Floritla Dulltling Cotle DOOR 16-9 UNIT e E 8 PaplrnDan oeta 03124120/29/2020 HEIGHT ' By 108„ miaml duct. OX��XO tmp oEcxxaoaruwvE ELEVATIONS I SERIES 770 H.P. ALUMINUM SGD • LMI ALYNNW LER,P.E. uw,ae m.e o.pm ar NOk0.114£R909� ro [nn11nNP NTS 2 " 10 PGTM F P.E#MS DUPONT 3/16' HS G E IQR 1/4" H DUPONT 1/4" HS GI 3/16' HS GLASS DUPONT.090 SG 3/16° HS GLASS — 318" AIR SPACE '''�I 3116" T GLASS �-I I-� 1' N0M. ��L- GLASS BITE GLASS BITE Feretloa - �� I� S G4 1°LAMINATED INSULATING GLASS TYPES G6 SG= DUPONT SENTRYGLAS ' 3116°HS GLASS DUPONT .090 SG 3fl8' HS GLASS ]4 5/16"AIRSPACE 1/d• T GLASS 1" NOM. GBRES 9l /I b'LI I) I` BITES 1° LAMINATED INSULATING GLASS TYPES GM Part6 Description Material 56 Kommeding 4SG TPS Spacer Syslem See this 57 OUanex Super Spacer nXT with Hot Malt Butyl Sheet for 56 Ouanex Dumseal Spacer Materials 59 CalDinal xL Edge Spacer P.O.60)(Ilai NONDIwaa3W4 EXT. GosKODISPACE s �[ I 0 4SG TIPS BUTYL a STRUCTURAL SILICONE m DURASEAL® SPACER BUM SUPER to SPACER®NXT— C(v� `—INT.Gu66 PRODUCT REVISED i6r Na FIorl4a CC D.M.0lyuJo NO"..16-0629.07 POLYISO- DESICCANT FILL AREA eaplmtion Date 03 412020 BU ENE I✓15'NOM. B 6EAL Mlvm tDonw SILICONE SEAL ROLLFORMED STAINLESS STEE XL EDGE'" se SPACER ExT.cuss INT. GLASS _ A. LYNN WLIER. P.E. GLAZING DETAILS SERIES 770 H.P. ALUMINUM SGD - LMI orvr _ .Yd)7.H. NTS 9 10 POT0004 F PE958705 TABLE 1: { Oesign Pressure (DP) end Anchor Quantities Required I (For all approved Configurations, Sheet 2anOGmss heat3) Dco'u am(IN I 87 04• Sir an t0Y f08" RelNametl MarlocNB lic.,cml Aitm9a1 Hr.wArySalo- M71e•(DL0) ]37IB•(dDl 19-716•(DIA) a1-7/B' 0) 8191a'IOL0) 97-71 (dAl Anclya GroP I Mclnrurow MCMr Gm,q McMrGmuP Mnhorel.w AncMr Gaep !I 1 264 3 182 3 4 182 3 4 1 2 3 4 182 3 4 td2 3 4 DP See +9N-130 +90(430 «901-130 +eN-130 +90'-130 +9G'-f30 24' HerrYS11 C6«2 C'S+2 C5+2 C5a4 C5+2 CS«2 C5a2 C5+2 05+2 C5«2 C5+2 C5+2 15 2 05+2 C5+2 C5+2 C5+2 tS+2 �+2 ( DLO) 1 Jamb 10 10 10 0 10 10 10 10 10 10 10 10 10 12 13 12 12 12 12 :IDP Fat) +901.130 +04w +9d-1m +M.130 +90F130 *9d-13D 3P ) JFe Snl C9+2 C9+2 CS«2 CS«2 r 2 C3+z C5+2 C5+2 C5+2 C5+2 C6+2 T2 M+2 M+2 Cia2 0d+2 CH2 C]«z C7+x {Jamb 10 to 10 10 10 10 10 12 10 10 10 12 10 12 14 12 2 127 14 12 �OP(Ps0 +B01-130 +9Y-130 +Sw4w +901-130 +W-130 +9W-130 3S He 8111 6+3 C5+2 C 2 C6+2 C0+2 CG+2 Ca+2 C6+2 ,M+2 L8+2 C6+2 C1+2 D7+xPLO C7a2 C7+2 C]+2 C7+2 C6+2 C0+2 ) 1 JerreID 12 10 10 12 10 10 14 10 ,0 10 14 10 12 18 12 12 10 12 10P goo +901-130 ♦W0 130 a9N-130 + 430 +eN-tb a90%121.4 42' PLO)�Fk $111 ' Jamb CE+2 10 C6+2 12 f 2 10 C6+2 10 06+2 14 05+2 10 CB+z 10 C7+2 14 C7+2 10 C7+2 2 10 ID to C8+2 1 C7+2 2 C8+2 18 CB+2 12 07+2 12 05+2 18 C8+2 V '(DP(Pe9 +90-030 -901-IM +90'-IX +90'-130 - +w/lie 6 am.110 40' 1•)�HeaN3111 C6+3 W+3 C6+3 C9+3 LT+3 C7+3 C7+3 TC7+3J+3 CB+3 C6+3 C9+3 re+3 C]+ Cba3 C6+3 C7a2 CB+3 C0a3 { Jamb 10 14 10 10 14 10 10 16 10 10 10 12 12 ,6 12 tz 18 12 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTI I Y, UIVIUh BY z 0= EXAMPLE ON SHEET 5 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4- SILL ` 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46,67 PSF MAX. AND WITH THE 31/4- SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3. 21P1', 31/4°IAND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 V2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED OH FOR WATER INFILTRATION. HEIGHT 4. SEE SHEETS 1, 5 &6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D.L.O. WIDTH = NOM. PANEL WIDTH -7- D.L.O. HEIGHT = DOOR UNIT HEIGHT -1CA25- PANEL HEIGHT = DOOR UNIT HE IGHT - 1.865- OH LENGTH If OH LENGTH _ OH RATIO OH HEIGHT 0: EQUALT01 O ORGREATER 0 M4A0G21* TABLE to HEAVY DUTY ASTRAGAL HEAVY DUTY STILES Sill Height to Max. (+) DP '(Water Infiltration Rating) Sill Riser Height (+) Design Pressure, Pat ush-1-1/2" 1-figh-4" +90.0 EE NOTES 1-3 Paaox,m Iu�J xar081ft Ra1274 e v NITS 1 4 a 10 1 PGT0004 PRODUCT REVISED BuiMinp Il In with the Florida HOA-Ha. 46-0629.07 axpiranan new 03/2412020 By uc< n 2 ANCHOR QUANIII I[O'srcclrlcDm i��c vry ancc,+. HEAD&SILL.............. 8"MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE W FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24° MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ATASTRAGAL I INTERLOCKS ON SHEET 6. ..... 6" MAX FROM BOTTOM AND 17.125" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. --------- _—'_---_ SEE•O8°CLUSTER----INTERIORr ..3*ANCHORAGE7. INTERLOCK DETAIL, SHT. 67•� I ATTHE'ANCHHEADRS AN SILL BETWEEN THOSE 3 /2"AMX -- — ATTHEHEAD AND SILL BETWEEN CENTERLINE O.C. CLUSTERS ORTHOSE BETWEEN A CLUSTER AND A FRAME JAMB. 4.051" 2.04° ans�• 8" MAX. 24' MAX. O.C. MU MAX. O.C. 8'MAX CEN7ERLl0E OFPANELf CENTERLINE OF PANEL2 ��— CENTERLINE OF PANEL3 EXAMPLE OXXANCHORAGE PLAN: C63HEAD SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) -(25) ANCHORS TOTAL (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 _ _ _ _ _ _ _ _ _ _ _ EXTERIOR I CB 3=(351 ANCHORS TOTAL ATHEADANDATSILL 3 C8 3 08 3 C8 3 108LLMfAX�.. M6"MAX., TYP.C.L. ASTRAGAL 191 112° MAX 6" MAX. 17.125" MAX. O.C. TOTAL OF 12,(6 PAIRS) —� GROUP 4 ANCHORS PER JAMB (SEE SHEET 6 FOR PAIR O.C. SPACING) 6" MAX. EXAMPLE OXXO ANCHORAGE PLAN: (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 P.0.66 UM AMMNSn=74 5 a 10 1 PGT0004 PRODUCT REVISED pl In IN the Florida NOA-N corps 1"629.07 HOA-Na E.pimlion Date 03/24/2020 By duce ConUpl A. LYNN MILLER RE 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. METAL SUBSTRATES SIMILAR TO WOOD SUBSTRATES AS SHOWN. DIAGONAL, O.C. DIMENSION IS 4.051', SEE CLUSTER DETAILS, (APPLIES TO ALL ANCHORS). 21116" � EDGE DISTHART SEE ANC'KWOOCHOR NOTE SE3, SHT. 1 GHT.1 SHT.I INT. INTERLOCK T" CENTERLINE 4.051' 3rJ'{6�I+ MT 7" 7.75' ASTRAGAL OR INTERLOCK CENTERLINE T G,051- 2,04' 7• B cmovu., acc 5ANCHO LUSTER-05 + CHART, SHf. 1 1/4' EMBEDJSEHART,SHT.1 --�i MAX SHIM MAX SHIM +I E E DIST.. WOOD ANCHORTIP.,SEE D SE CHART ANCHORNOTE2,SHT.1 BUp, S .1 ACK W/ SCREEN FRAME HEADACK W/ SCREEN FRAME HEAD SEER WOOD INSTALLATION NOTE.1 2-TRACK AS1I UNL/Iry ICRI R 6 ANCHOR CLUSTER -C6 NEW 4.051" ASTRAGALOR INT NTERLOCK CENTERLINE 7' 3.5" 5¢� p 2M' o 4.051" CENTERLINE 1.75' 3.6' Y 7" —1 EDGE DIST.. s A 'M �;' SEE CHART 2-1116-' NO 1, SHT.1 r;; 2-TRACK ASTRAGAL/INT OCK ONCRETE 7ANCHOR CLUSTER-C7 OGE DIST.. EMBED., EMBED., SEE SHT.1 E DETAIL 2-TRA RAME JAMB SEE CHART SHT.I 21/16 EE CHART, INSTALLATION �T, e SHT.1 M1AX. 2x WOOD BUCK TIP., SEE Ix ANCHOR NOTE 3,SHT. 1 BUCK OD - R. SHIM ' WOOD ANCHOR TYP.. SEE SEE AND OR EXT, ANCHOR NOTE 2, SHT. 7 G] EXTERIOR INTERIOR NOTE 3, S T. 1 DETAIL B 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) 114 AX J MAXr WOOD INSTALLATION EMBED., SEE SHIM W000 ANCHOR TYP., SEE CHART, SHT.1 ANCHORNOTE$ SHT. 1 11W MAX. SHIM --iE GE DIST., CHART SHT. 1 2X WOOD BUCKTYP., SEE 1/4'MAX. ANCHOR NOTE 3, SW 1 (SEE ANCHOR EMBED., SEE f MAX. NOTE 5, SHT. 1) CHART. SHT.I 6" EEANCHOR EXT WOODANCHOR TYP., SEE ANCHOR NOTE 5,SHT 1) EXT.NOTE2,SHT.1W000 RUCK Ty .,SEE � EDGE DIST.. EXT. ANCHORNOTE3, T.1 ; 21/16'• SEE CHART DETAILE 2-TRACK FRAME JAMB CO RETEANCHORTY1 DETAIL C, 2-TRACK FRAME SILL SHT'1 WOOD INSTALLATION SEEAN ORNOTEI,SHT WOOD INSTALLATION DE G 2-TRACK !tU CTF INCT, ra gpx MaA' I� SERIES770 Np(OMIA&=74 ® xr. PRODUCT REVISED CONCRETE ANCHORTYP. S plying Ith the Flodda OOG SEE ANCHOR NOTE 1, .1 ?.TRACK FRAME HEAD gulteing NCA-Np. 16-0629.0T INSTALLAT gxpirogpn Pate 03/24/2020 2-1l18" By Mlam de cl Control G T RED. C C TE v EMS CHART, SH E7 (EDGE DIST.� ;r SILL SEE CHART SHf.t 3'C(6914 N LUSTERS ILUMINUMSGD-LMl - A. LYNN MTUl RPE ,uaw ^^' 6 1 10 PGTD004 F FEASU03 SINGLE LOCKSTILE K INTERLO[% SINGLE LOOKSRLE A INTERLOCK D ' LOOKST&E SINGLE INTERLOCK M LD TIUF swGLE INTERLOCK L SINGLE ASiRAGA OU Im[oun P LRASTRAGAL SINGLE IN/EW.00K 1parOa0 iii N AS RADq SING E IN INTFJ&OCK C SINGLE 6S RA UL INTERLOCK r�ro SINGLE £YED F INJFALOW( LOCKSTILE 1 FIXED SINGLE R 1I1 L XxSTIfE INTERLOCK T 1 ASTRAGK F� LOCKSRLE ImTam 11 007 T I I ASTRALUL 0 IN FLIED LOCKED E (pxM S FIXED ASTRAGAL LOOKSPLE OUT S FAD ASTPAGAL LOCKSTllE -ID��$ IN �ro NOTE: REINFORCEMENT (ITEM 9883 REQUIRED AT ALL INTERLOCKS. 'Q INTERIOR ID PANEL TYPES) v EXTERIOR D.L.O. WIDTH =NOM. PANEL WIDTH-7' D.L.O. HEIGHT = DOOR UNIT HEIGHT -10.125- .PANEL HEIGHT = DOOR UNIT HEIGHT-1.88F JAMB DETAIL'K' CR'L', NOTE: SHT.8 &ANCHOR 1. MAXIMUM NOMINAL rr � DETAILS 'D'&'E', SHT.0 INTERLOCK DETAIL'!', PANEL WIDTH FOR ALL SHT.6 n PANEL CONFIGURATIONS --0 EQUALS 48' ASTRAGALDETAIL'M', 'HT O HEADER DETAILT, SHT.8 EXTERIOR &ANCHOR DETAILS'A','B' &'F', SHT. 6 7 y1 vc m 41•MAX, NOMINAL D.L.O. HI.� rPANEL WIDTH WIDTH L �'I PANELE TYPE 'P'97 7/8.MA O. UN [ME HT. HI TYR. T,. K T T SEE FRAME & OXXO (2 TRACK) SILL DETAIL'H', SHT. 8 & PANEL CORNER ANCHOR DETA&S'C'& CONSTRUCTION 'G', SHT.6 DETAILS BELOW SILICONE BY OTHERS #BX1' PH BMS #10 X 1.50' PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES' 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH -48'. SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR ANCHORAGE DETAILS. 2. MAX DLO WIDTH =41'; MA)L DLO HEIGHT= 97 7/8'. MAX PANEL HEIGHT LOB 1/B" 3. (1) LOCK (ITEMS 75 & 107-11 D) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL NOKOMIAawm swm HP. I NISI 7 x PGT0004 PRODUCT REVISED BUIcomplw0eµIM Me Flodda ROA-Ne. 'I6.0629.07 Expiration Dame0033//224/2020 By //!f MiamlAaCupRCud wnVot EXT. DETAIL V BLE 1A, SHEET 4 OR FOR DETAILS) z1 EXT 2566' LOW BOX SILL RISER 1.56r 5 EXT. 1.56r FLUSH FLAT SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) PART ILLUSTRATIONS (SEE SHEET S FOR FOR INSTALLATION DETAILS) STANDARD CUP OPTIONALCLIP W/RETAINER#106 W/RETAINER#123 DETAIL 1C (FIXED PANEL) EXTERIOR INTERIO DETAIL'0'SCREENR AT SILL (ALL VERT. SECTIONS) DETAIL'P'SCREEN (2-TRACK SHOWN) AT JAMB (2-TRACK SHOWN) (2-112") 20 EXT. I LOW FLAT SILL RISER (2-11T) MEDIUM PDX SILL RISER (3-1/4") 22 1 EXT. 3.365 MEDIUM FLAT SILL RISER (3-1/4-) RO. BPX ISN 24 4.565' EXT. HIGH BOX SILL RISER 25 (4e) 4.555' EXT. HIGH FLAT SILL RISER 4 INTERIOR (ALL HOR17 SECTIONS) v EXTERIOR MAX. i66' 97 T16 ODOR UNRT MAX DETAILT NEIGHDLO P. 6 a 10 DETAIL'H' PGT0004 ASTRAGAL DETAIL'M' PRODUCT REVISED as coaBICOE riith M. Florida id. 16-0629.07 E.Pin6aa oat. O3,24/2020 By odual¢.atm1 0.062" 1.303" 3.26• 1 050" 1 003" -.{ 0.718' 0.611° �21.0 1_OJ1594" 0.290' 0.7,1 1.38,• 0.062" 0.264 --}T O•M" 0.050' FIXED PANELL CLIP/' FRAME SCREW COVER GLAZING BEAD 7/169 GLAZING BEAD f9/169 GLAZING BEAD (1"I.G.) FIXED PANEL CLIP (5 MATL 6063-TO (80)MATL: 6063-TB (81)MATL 6C63-T6 (79)MATLr 6063-T6 (105)MATL: 0053-T6 0.081" .y 6.398" 4.49' 0.062' 0.080, 1.362° 1.688. 1.304' 1.2; 1" 1505' ll � 5.05 0.081' 1.739° 2-TRACK HEAD W/ SCREEN TRACK 2-TRACK SILL (2)MATL: 6063-T6 0.232' (7)MATL'6063-T6 INTERLOCK ADAPTER RAIL (62)MAT'L 6083-T8 F3.87/�0�I' I0.062-� r� 7" 6.22V 1.505' (14)2M-TARTALC• K60J6A3M-TBB 0.133-1- (j 1.6" 3.125' 0.281' -+I HEAW DUTY ASTRAGAL (68) MATL: 6063-76 1.645. FLUSH FLAT SILL RISER (18)MAT 66063-T6 -+y 1,8T2• (-- 0,080"2 TRACK SILL W/ SCREEN TRAGK I�qI 0.83' 1+ (e)MATL: 60p3-T`B 0.062' ---I� 1--r019" J. 1 J. L 1 709' 0 09" I8" 2-TRACK JAMB W/ SCREEN TRACK (16) MATL: 608&T6 5.069' 1.65f MATL: STILE 0.752 r l 'I0. .7 (40SCREE 60fi3-T6 0.080' 0I� 0.080" I0 0 I-- 1.045" O.O 0.SILTRACK -j 0.863 U --�i L 0.550" 1211°0.080" 4" �{I (11)MP.TL: 6063-T6 FIXED PANEL FIXED PANEL )81" -1 1.993" 0062° RETAINER, 718' RETAINER. 9/16' -TRACK HEAD L 0.875' (123) MATL: 6063-T6 (106) MATL 6063-T6 MATL: 6063-D 0250" SCREEN TOP RAIL PRODUCT REVISED REINFORCEMENT p,232• ompt In wM the Fladda - 0.760" ( 6)MATL: 6063-T6 (46)MATL: 6063-T61993• NOA-no �o�o ---.1 )�0.750"(PANEL LENGTH -9-) L 0.06r KDA-Np. 160628.07 SCREEN BTM. RAIL 0.23? Expiration Dale OW2412020 0.062" (46)MATL: 6083-T6 g 1 0.750"tmnm as act cantrvl 0.062' 0 906" 3.955" 4.055' 3.3D5' 3.205° 2.455' 2.555" 0,062" r -L I o.a6z• ---IFS- 0.06r-+-II-� 9.062" +II . .LRISER MEDIUM BOX SILL RISER LOW BOXSILL RISER FLUSHBOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILLRISER HIGH FLAT SILL RISER 5063-T6 L 23 MATL:6063-T8 21 MATL: 6063-T6 (19)MAT'Ent u13 (20)MATL:8063d6 22)MATI fi063-T6 (25)MATL: 6063-TG "pet EXTRUSIONS A . +omNnn0PErKro.0.u8rsroQ,YR1c5'S�sDSERIES 77W- LMI r A an< 10 ---"P0T0004 x.Fp 945870 EE' • Florida Building Code Online Page 1 of 3 t}Y gas Home I Login { User Registration Hot Topit I Submit surcharge i Stats&Fart Publications RC Stan j BOS site Map 1 Links y Search Rooaa800%. r /1 4\ �� us¢RawN[Approva) J�nN,NED Pm urrfmumval Menu> Product.,Anniiarion See" I > Application D it Lucie County FL M Appllcatlon Type Code Version Appllcatlon Status Comments Archived Product Manufacturer Aderess/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Protlutt Approval Method Data Submitted Date Validated Data Pending FEC Approval Date Approved FL243-R19 Revision 2014 Approved •A ad by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC nd/or We Commission if necessary. PGT Industries 22318 Jens Rosowski Jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34215 (941) 486-0100 E,ct 21140 Jrosowski@pgt nduS1rJes.com E,.rk or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 09/07/2016 09/21/2016 09/25/2016 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V D... 3/7/2017 Florida Building Code Online Page 2 of 3 or Approved for use In HVHZ: Yes FL1a3 R19 c cnt_lyyQo_Rn< Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) R2.43 R19 II 16-0629.20,mdf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 243.2 CA-240 Fixed (Large Missile Impaci) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-062922.pdi Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 11 16-0629 22 odF for product performance Information, anchorage detans, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Limits of Use Certification Agency cercn:cete Approved for use In HVHZ: Yes FL243 R19 C CAC 16-0606 03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see Me Miami -Dade County Notice of Acceptance (NOA) FL243 R19 11 15-0505.03.mdf j for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing informatlon. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 IPW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R19 C CAC 15-0612.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes O1/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 It 15-0612.13.2df product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER (for type, size, and spacing information. Created by Independent Third Party: Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F1243 R19 C CAC 16-0629A3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions . Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 Rig 11 16-G629 13 otlP for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER I type, size, and spacing informa[io Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: �243.6 PW-22 (Large Missile Impact) Aluminum Fxed Wind ow Limits of Use Certification Agency Certificate Approved for u a in HVHZ: Yes FL243 Rig C CPC 16-0629 14.mtlf Approved for us utside HVHZ: Yes ante Expiration DaM Impact Resistant: 02/19/2019 Design Pressure: N/A Installati instructions Other: Please see the Mlami-Da of Acceptance ( OA) FL243 R39 11 16-0629.14-odf for protluct performance Information, anchorage details, and anch r Verified By: Miami -Dade BCCO - CER 1 type, size, and spacing Information. Created by Independent Third Party: Fixed Approved for use In HVHZ: Yes FL243 R10 C CAC 16-0629.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R39 11 I6-0629 14 df or product performance information, anchorage details, and anchor Verified By: Miami-Datle BCCO - CER we, size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 243.8 PW-2220 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R-9 C CAC 13-1125 04 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/11/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 Rig IT 13-1125 04 Ddf for protluct performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Parry: Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Data http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V D... 3/7/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 It 15-0609 G6 LM rid! for product performance Information, anchorage deans, and anchor Verified By: Miami -Dade BCCO - CER '., type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent ThIM Parry: 243.10 PW-3020 (Small Missile Impact) Anchitectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 Rig C CAC 15-0609 Ol SM df li Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact ReststanD Yes 04/17/201S Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County recta of Acceptance (NOA) FL243 Rig 11 15-0609 02 SM.odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent ThIM Parts 243.11 PW-5420 (Nan-ImpactVinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Eh-?43 Ri9 C CAC 16-0629 11 o0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R±9 It 16-0629.11.00f for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 243.12 PW-5440 (Non -Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 Ri9 C CAC ±6.O714.20.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 1/ 16-0714,20,00f for product performance Information, anchorage details, and anchor Verified By: Mlaml-DaOe BCCO - CER type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa ! 243.13 PW-5520 (Large Missile Impact) Vinyl Fixed Window Limits of Use CertlficaUon Agency Certificate Approved far use In HVHZ: Yes FL243 R19 C CAC 16.0629.12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 ti 16-0629.12 odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER !type, size, and spacing information. Created by Independent Third Party: j Evaluation Reports Created by Independent Third Parry: 243.14 PW-5540 (large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R19 C CAC I6-021419.odr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 IT 16.0114.19.0df for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent ThIM Party: Evaluation Reports Created by Independent ThIM Party: C,,nowd Us 2601 Blair Stone Road.Tallahassee 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Crow aht 2007-2D13 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public-remols request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.482.1395.'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have One. The emaiN provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide me Department with an email address which can be made available to me public. To determine If you are a licensee under Chapter 455, F.S., please dxk here. Product Approval Accepts: WA Rm EE a mcuritt£rt�1^ii7e�' . http://www.floridabuilding.org/pr/pr_app_dtl.aspx9param=wGEVXQwtDqu3mwFvZ35 VD... 3/7/2017 MI®DADE • DEPARTMENT OF REGULATORY AND ECONOM. BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOi MIAMI-DARE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w w.mismidade.2ovleconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this ac if it is det ' e mi—Dade County Product Control Section that this product or nal fails to meet the req Ire of the applt a building code. This product is approv as described herein, and has been design comply ith the Florida Building Code, including the gh Velocity Hurricane Zone: DESCRIPTION: Se 'es " PW-701/720/820" Aluminum Fixed Window - L.M.V. APPROVAL DOCU : Drawing No. MD-720-820.1, titled "Fixed W_�' ow Installation Guidelines", sheets 1 through 11 of 11, date with revision B _dated by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., be a County Product Control Revision stamp with the Notice of Acceptance nu and expiratio ate by the mi-Dade County Product Control Section. MISSILE IMPACT RA G: Large and Small Missile Impact Resis t LABELING: Each unit s 11 bear a permanent label with the manufactur 's name or logo, city, state, model/series, and following s ent: "Miami -Dade County Product Co Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and &3, as well as-approval-documentmentioned-above.— - -- The submitted documentation was reviewed by Manuel Perez, P.E. ZDate:February -0629.14 MIAMWAOE COUNTY Expira ' 19, 2019 .7l �rp App04, 2Oe e1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL Edge m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOANo. 03-1105.01) / Man el Pe ez, P.E. (�• Product Co trot aminer NOA 6-0629.14 Expiration Date: February19,2019 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5f° Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayei" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option lI exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. 1 l Product Control am' er NOA No. l 9.14 Expiration Date: February 19,2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FT1-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underprevious NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19119. Manuel a .E. Product Contr Exa iner NOA No. 29.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 1) THIS PRODUCT HAS BEEN DESIGNED BTESMDTO COMPLY WITH THE REQUIREMENTS OF WE FLORIDA BUILDING CODE, INCLUDING WE HIGH VELOCITY HURRICANEZONZ} E(HVH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLA INATAI I AT INS ABOVE WIN THE HVHZ, THE OUT801 •2014 FLORIDA BUILDING CODE (MC). 5TH EDITION •ASTM MIKLO5 •ANSuAFBPA NOS-2D12 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2010 •AISISIDD-OLS2.2010 48'PP-T0.TIP WIDTH . 4J. d6'BUCK WIDTH 114-VISIBLE 45AWVISIBLE _ Ll LIGHT WIDTH LIGHT WIDTH 1-611 :1 6" MAX. DESIGN PRESSURE RATING I IMPACTRAHNG VARIES, SEE SHEETS 2-5 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE 40" BUCK NOW 4S1/4' VISIBLE LIGHT WIDTH r MAX. LIM(CAP) MUST TEMPERLU. I .I 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS C E, SHELr WERE SOUTHERN PINE. ASTM GOO CONCRETE MASONRY A I SHEET By SHEETT SHEETT G, SHE UNITS AND CONCRETE WITH MIN. 01 PER ANCHOR TYPE. SHEET6 BUCK I 96' 4)ALL WOOD BUCKS LESS THAN I-0RBU 'THICKARETOBE EIGM L'_� HEIGHT MW CONSIDERED 1%INSTALLATON5.1%WOOD BUCKS ARE L� r �1/4, f L OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1P"MPH / VISIBLE 12'MAX 93.1I1' T WOOD BUCKS DEPICTED AS M ME 1-I?THICK OR LIGHT O.C. VISIBLE 5'MAT GREATERAXAND2:BUCKS (WHEN USED) SHALL BE G.C, HEIGHT T LIGHT O.CHT DESIGNEDTOPRGPERLYTWWSFER LOADSTOTHE 1 / HEIGHT86'STRUCTURE. WOOD BUCK DESIGN ANDINBTAl1ATON IS 96"BULK THE RESPONSIBILITYOF THE ENGINEER (EOR) OR IP-TO HEIGHTARCHITECT OF RECORD,(AORL TIP EIGHT6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OSUFFICIENT EMBEDMENT. NARROW JOINT SENN4T IS UON ALL FOUR CORNERS OF THE FRAME.INSTALLATION T ANCHORS SHOULD BE SEALED. OVERALL 39 SEALMG/FLASHING STRATEGY FOR WATER RESISTANCE OF 6' r 9vi -- 1YMAX. .C. B' JJJ D--r{ F� 12'MAX O.C. 2• J H, SHEE(9 INSTALLATION SHALL BE DONE BY GTHERS�AND IS BEYOND SHEET6 MAX SHEETT 5"MAX.O.C. THE SCOPE OF THESE INSTRUCTIONS. e)MA%.1/d"SHIMSARE REQUIRED AT EACH ANCHOR TYP. FLANGED FRAME IYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION TESTED T ELEVATION (TESTED UNIT) (TESTED UNIT) SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE FIGURE I: SUFFICIENTLY ANCHORED TO RESISTLOADS IMPOSED ON IZO.0 SHAPES AS SHOVVN BELOWORSIMILAR. MAY REUSED BY IN SCRIBINGTHESHAPEINABLOCK ------ TABLES ON SHEETS 241 TEST PRESSURE. FRAME ANALTSIa ANU uUoa rrn ro� ri EMIL B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAUCYCLE TESTPi SSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 35la%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF WE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS M-3835. 3850 8T212; ELM ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFBPA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) WE 720 SERIES USES A PVB INTERLAY WE 02O SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS WE TOf SERIES. WIDE TO SHEETS: MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE GENERAL NOTES.......................1 ANCHOR SPACING TO BE 6"MAX. FROM CORNERS AND I T O.C. MAX. FOR ALL CURVED FRAME ELEVATIONS ................................ 1 MEMBERS, SEE FIGURE 1, THIS SHFJT. GIAZING DETAILS ....................... 2-5 DESIGN PRESSURES .:............... 2-5 12.0.0. -•--WIDTH 'i 1--WIDTH'—I )WIDTH—•- WIDTH 'I INSTALLATION. FLANGE...-_...... 6 MAX. T 1 -r oul -1NSTALLATION,EOUAL-IEG.......7 INSTALLATION, INT. FIN A........... 811INSTALLATION, INT. FIN B...........1-� IS I � 1 CORNERASSEMBLY ................... 1D 6•EMTS LISTPROFILES................11 MAX 1 L— — J PARTS LIST...................................11 r--WIDTH WIDTH --I WIDTH —I WIDTH —{ ---j Tr- —J -r7 � TYw A Deoclptgn sEal # 1 TI10'Leml tfi'M-.DBP PVB-Y16'HSI 2 2 TI1C IeM IFIRS-.09R PVB•WIVHS 2 3 1-Vi6"U.I. IG 311TT-T/10'Alr-Y16'M-D90'PVB-S18'NS 3 4 1-0116'L6m1. IG S18'T-TI16'AIr-Stfi'H9-.OW PVB-9118'XS 3 5 TIt6'bml II18'An-.09P 3G-WIV 4 6 TI1B'LemI BIRTHS-.09V SG-S18'HB 4 T SG -S'. IG 15'T-DIB'Air-SIWHII 5 8 -.B H 1-1I16'LM9L KW 118'T-ili6'Al!-Y18'HS-.090'SO-S18'NS ...... 5 T N u ui �y 1 y, 1U--, � -.-WIDTH - WIDTH +{ I-� WIDTH -1 1-- WIDTH r --- ---, Tr--- T TF--- 111�,gG 1 111L�: 1 D "SG'•MURARAY SENTRYG-AS INTERLAYER•BYKURARAYAMERICA INC. w 'PVB'='KUMMY BUTACITE®PVBIMERLAYEft'BY KUWIRAV AMERICA, INC. 1 1 Window Design Pressure (+•F, psQ forGlass Type 1 1 LgSIdsV, W-718 72 76 Be 84 88 I 92 r 96 10) 101 1 109-V2 3o N80 ./80 +/80 .180 H80 +140 +Lm1 +/-00 +l.m .140 •180 32 .,a •1-so •180 +I40 .180J-Pal .I.m 1.00 .180 H80 .,m 34 H80 +180 .18D +IdO .18D.180 ./80 .a] +1-79.8 0.19.4 38 H80 N80 H80 N80 +183 .I-V9.] +I-iT3 .l]51 Hd3.4 .1-n2 38 +180 +/8D •140 1 •140 .190 t +052 .LR5 +I.]0.3 •188.5 ,1 3 .b]98 N-T].R •Id1.3 +165.1 .1834 +1b1S 42 +180 ,140 •180 a +/AA ./-]43 rib r/84.] q41, +1848 .1-SB2 •140 +180 •b]8.91 •1]5d +/-]21 +18.i8 Ub22 H59] HSi.S +/8D Nb0 .1.7711 •I-m6 .1-701 HC,S N803 +Ib]. •180 r1-19.3 .6158 +/d1.9 r/bB.3 Ub1.5 -/.%2m 50 ./80 +lITS •N)411 .b 3 H8B]1 ./b9.]NA24 •IbB.B •1815 N +I-TT4 +/-]SB •I-i0.51 .lb].3 +1835 58 .1-]SB •/.72 •/88.8 ' ./b5.3 58 .1-742 + 1 NO./-]2] +148IdO.T +145 H85 fit ,1-71.2 +1 1 IN•184i H_065b56 1 88 883 I 67-7/0 •Ib] 1 NOTES 1) BUCK DIMENSIONS SHOWN. FOR FLANGEOIWINDOWS, SUBTRACT P FROM THE TIP-TPTIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NCT SHOWN, RDUND UP TO THE NEU AVAILABLE SHORTOR LONG DIMENSION. 3) FORARCHITECTURAL WINDOWS, FIND THE SMAI -EST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Wndow Design Pressure (4F, psQ for Wass Type 3 Lm9 SIM (,n) m-ne n a Bs N Be 92 96 Im I IN 109 u 3o +14M Hb01 .1801 .,.A +180 +180 +140 +)a ./40 •180 .140 32 .180 r180 1 .140 1 .,.Be +180 .IBO +,m .180 •T80 7180 7180 34 M80 +I80 .IbO +180 +I80 +180 +180 H80 +180 .180 .180 m +180 +18D I 180 I +180 .18o +180 4180 +/80 .IB1 .1m .140 m Heo HAD ,1801 +18D r180 +1a +tv ./80 U19.4 +Id6.4 Md4.3 40 ./80 •Ib0 +180 1 +180 +180 •180 IM •1-]B] . 353.5 +L]09 +189 42 H80 +IBD •/801 +180 +ISO •/80 .I-R +L)31 Hb96 N88.9 +188.2 44 480 •180 ./801 •/80 •180 ./-]TB •1dd.l ,IA03 N8].5 .1439 G 46 H80 .IBO H801 +/80 .149.2 .1-]S4 .IJ13 •18fl1 +/BSl 48 H80 •l83 +/80 •l80 U-]].2 •1. 13 Ub9.5 •IBSB IS m ,/80 .180 •/80, In4 .I-] 3 H-]1] +l ].5 y 52 +I80 +180 .180 +I A]] +1-015 U845 N .180 +IbD NA9.6 a.]B d]1.B SB +180 r180 •I-T).5 •I.TSB 58 HBD H-19A +I-]BI 82 a8(I ,L]5 a N UdflB .1-74 m +/-]T2 BL]IB 11- 49 GLASS TYPE 1 5181 LONG SIDE GLASG BITE SHORT -� 9IOE �- LONGSIDE SHORT SIDE L 1-1116-NOM. 7116-LAMINATED GLASSSTACK J L._. GLPSS STACK �q�VI6-HEAT STRENGTHENED GLASS ��F��j�\7 3I18-TEMPERED GLASS 3116'ANNEAIEO GI -ASS ]/16-AIR SPACE 'J_1 1 N nw o,m USE ®it-ORlj � �J \ FRAME MEMBERS ONLYIB-OC.MAX 29 5/8' GLASS BTE NOTES: 1) BUCKBUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I-FROMTHE TIP-TOTIP DIMENSION TO DETERMINE THE BUCK DIMENBION. 2) FOR SIZES NOT SHOWN, ROUND PE TO THE NEU AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITEMRAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, EK ERIOR a GLASS TYPE 3 OR JWN, d Y SHORT SIDE y LONG f SIDE 1 -- SHORT SIDE NJ > 2 Y m K 0 v0 C) O N ^ O < m m 0, O O Z H N ZLL ^LL m ` UU_ W XN12 m 0 ((5 as IZIuu n> 0> 0 Z �Z 42 D O m g m G LL 0 N W g ®� (~D taa9s Fz Z 3 m � m UJ z .lox 0 a 2 NN rc O U_' �R mUJ m 33 as LL UJ 6_ A LYNN NILLER, P.E P.E850]m TABLE 6: wndaw Design Pressum (+h psl) far Glass Types 2 6 4 0, een BTT-1 ]2 ITfi 80 84 Be 1 92 Be 100 IN 1MV2 112 lie —TAI 12/ 1 In IV im 140 1N 30 3z ,lm .1m .Im +1m .me •/m ,Izo Hao Hm ./aD ,1.80 •rm .Im Hm .120 •/m ./m Hm .I90 H2o ,l-0p .1ao ,IRO aao ,120 H2o ,Im .1m ,140 Hm ,Im Hm .lm .Lao •1m .1m ,Im .rm .Im 34 .120 •140 .Im .1a0 .Im. •120 .120 Flm •Ia0 .Im .120 H2O .Im .Im .Ia3 •/m .Im 3a Hm .Im Hm Hao .rm ./eo ,I2o .rm Hm .rm .Lao H2o .Im .rm .Im .r.eo 38 •/m .rm .Im Hm .1m Hao .Im .Las .1m ,rm .1m •rm .r2o .120 40 Hm H2O .120 .1m .14W ,14W Hao ,/-00 ./m .raD ,140 .1m 43 Hm ,rm .lm .Im ./m .Im .180 ./m ./m •Im .121) M .Im •!m .1m .Im Hm •Im .Im ./m .Im Hm 5 18 Hm H2O ./m •/RO ./m •/m .Im .lm •Im 48 .Im Hm Hm ./aD ,Im ./m .1b0 ./m - w .rm .lm .Im ./m ./m •/m .120 gv y 52 .Im .Im .Im •rm .14K, si 58 ./m Hm .1m 50 Hm Hm m W Ha0 .Im •I.29.3 82 Hm .Im 1 Bd .Im .Im I fie ./m B4TI0 .Im I NOTES: I 1) RUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THETIP-TO TIP DIMENSIONTO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHIOH THE OVERALL DIMENSIONS COMPLETELY FIT W 114. 1-1116-NON. 7116'LAMINATED GLASS STACK 000'PVB INTERLAYER GLASS STACK 3116' TEMPERED GI SS 7116'1AMINATED GLASS STARK �-�18'HEAT STRENGTHENEDLA GBB -311fi'HFAT STRENGTHENED GLASS 3116'HFAT I 3116- HEAT STRENGTHENED GLASS _ STRENGTHENEDGL S 7116'AIRSPACE .000' PVB INTERIAYER USED AT CURVED FRAME MEMBERS ONLY @ 11d/0.0.C.MAY EXTERIOR a 51B' GIASS BRIE GLASS TYPE 2 USED AT CURVED FRAME MEMBERS ONLY ®11-T/B' O.C. MAX. EXTERIOR a fire' GLASSBTIE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLYOR HORIZONTALLY AS SHOWN. LONG L SIDE I� LONGSIDE SHORT 1 SIDE SHORT L SIOE SHORT SIDE L 0I LONG S1DE 1 _ SHORT -F SIDE n a Y � 0 xaa O K ❑ a y O C N O 0 Zw NLL m w W W N UO xN $ WZ 0m r Y ❑ <x a w In 0 CB o� N .0 m �Z D-Z O 5 J Q J 0 N g ®g N W laays O N Z O W W Z aloas 0 3 Z nm � w w m 33 X w D.D. LL ❑ �6 A LYNN MUSH P£ ZVI 59Tm window Design PLeesure (+A, psf)forGlass Type 5 1 Lola; 16e (n) 01718 t 72 1 76 80 1 84 80 W 98 I 1W fO0 10&122 30 .9Wd25:4 r9W-02t •9W.115.5 .9O411.5 •901-008.5 +901A08 +90'-1015 +901-t03.5 a9O-0025 .9W400.7 +90-97.9 32 a9WA18.9 .till. •901-005.3 •90401.8 a9W-9&] +9W-g5] •9W-923 a901.9).8 +90-90.3 N899 .189 & .901-169 I +.-M. r901-961 a931-91,0 +ILfl2 I•I81.4 a/81.5 71180.1 .1.798 •I-79.4 38 .11I .9081.1 +9W-928 +L80.9 .145.5 .1826 I-T9.1 +l-n.2 S11 +F75.1 +F734 +/ 30 +901-96d •90'-922 M867 •1432 +/80.7 .L731 al-T52 ./A0.3 +140.S +1�.3 dO +901- 96 +1862 •18zO •l-'RB 711.2 7-713 7FI1.3 .18/.9 +145.1 •1-63.4 0-61.6 42 .9WA1.3 N84.i U80.] M-n.4 •IA4.J .Id1.3 +1862 +1817 H41.6 N898 +1�2 M .1483 +/42.4 .1-789 .F75.4 N-72.1 +14fl9 .145.8 N422 ./49.7 •18i.5 48 H851 +1.81.0 HA.2 71A6 d-70.1 +I468 +1835 +140.3 HS7J d8 +182 •FA.3 M458 +4i1.9 N409 +1819 H41.5 a/882 50 a18O9 aFn.S +1744 Tr7 3 71-08.1 .1411 .149] La y 52 +4791 .I-756 N-T2d .18 11 H85t +f41.5 a 54 +1.714 •IMS +1-70.5 atH.3 .183.5 58 •Id50 .1.72 +1488 N853 58 •.742 +1-110.3 0-888 60 .I-R7 .148.7 .145 02 +1a1.2 .141.1 81 +1497 06 ./41fl3 67,718 .147 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FR 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORTO 3) FORARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUALIEG WINDOWS. DO 7/1e IAMINATED GLASS STACK I -.OW So INTEF Wifi'ANNEP 3/18'ANNEALEDGLASS 4 11 USEOATCURVED FpAME 29 NLYMo. 615• ®167I8"O.C. MA%. 11-70 O.C. GLASS EITE iJ EXTERIOR a20 3 GLASS TYPES OM THETP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, R LONG DIMENSKIN. THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. NOT USE WITH FIN -FRAMED WINDOWS. I ndow Design Pressure (4/•, psf)forGlass Type 7 I Lm9 Siee (in) 81-7/8 R 18 80 09 1 65 1 19B 1lU 104 109-112 30 32 3d r901.131) +9W-03D +9Wd231 +91L-130 +9W-1z41 +9W-tffi4 +904So, +9W418.9 agWA11.T, agN42g +9N414.0 •9N-10]5 a9N-1228 +9W411.5 •90IdWx8 +9W419.8 .9W-108.1 .901-�] .9W-0161 +901-1013 .97I-95.3 +9N-t 17 a901-ID24 +9N-921 a9W.11&8 +9W-102 .9W80.5 +01.1117 +9W-1O1A +690 +N.169.9 .BDI.99.] .189.6 98 a9N-118 agW-1048 +9N-1M8 a9WdW-5 .9N-9fi8 +9al. 93.3 •L90 r187.3 g84.9 •1829 U812 38 +9W-1112 +90'-1 44.2 +9W-91.9, •9W-9d +gN.911 a1862 41dd9 +18t9 Hd9.4 +I79.4 +1-74.3 W 42 •9W-0069 +9W4032 +90-99.6 agOB$.1 +9N8341 .901-9t2 +90'-90.1 +181.4 a181.2 1 H80 +,.a +1805 +Fn H-ifl7 H-031 a1Y35 a189.O al-70.9 +1869 +149 •41.2 M •901-99.7 .90'-93.1 .1491 .182 +f414 +1-118 +1Y41 -/403 .147,5 +1439 40 •9W865 7901.91.1 ./8T.2 714;1.2 +Id92 al-7S1 +Idt] +1861 +185.1 48 agpFB35 ry89.8 +1854 +/.1.2 7n2 +/-733 +1495 +I458 N5 EO +7n 91.4. 7W +/437 .1-79A .)d53 .A%.3 +147.5 L 52 7I494 .,8 5 +I81.8 +Fn] .I-735 +I495 a 59 .187.5 +I8 A H-79.6 +/-TB •1-71.8 5g +I85.8 •181.I +I-]1.5 +/-73.a SdT7.6 N-735 +1804 .I Me m +I-7fl8+I-n.2 +1449 �- LONG SIDE SHORT SIDE L r- LONG SIDE -� SHORT SIDE L TABLE DIMENSIONS MAYBE OftIENTEO VERTICALLY OR HORIZONTALLY AS SHOWN. 1yy��Il GI -ASS STACK MINATEO GLASS IV�-- ANNE STALK SHORT 311VWHY TEMPERED GLASS 3116-NNNEALED GLASS S SIDE 3116' ANNEALEDERLAYER ]/i6'AIR BPACE .090"SG INTERIAYER 11 5 LONG USEDATCURVED 38, SIDE FRAME MEMBERS ONLY 28 GLASS SITE (E MEMBERS MAX. 1 iJ EXTERIOR sie 21 13 SHORT GLASS TYPE 7 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. 3) FORARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEETAPPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FINFRAMED WINDOWS. y D3 0 K O� O `Nm O� v N OJ Z LL LL uxwO 0L) W �L X0 o 02 0 5 0 1 'oN H. Z m 0 V W .-. o> 00 Z a z a -r 0 o g m O & ® N La IaryS W Z F 56 p UJ 0UH Z R' °1°a6 Q zi a Z NN ❑ 0 nW X as W LL ❑ apl 'avail :ava5 A. LYNN MILLER. P.E. P.E.e58705 . APPLIES 7/16-LAMINATED GLASS STACK 1 .0W- SG INTEF 3116'HEAT YH- HEAT STRENGTHENED GLASS STRENGTHI 4 USED AT CURVED FRAME MEMBERS ONLY 28 Sir ®11-TIB'O.C. MAX. GLASS SITE EXTERIOR a GLASS TYPES Window Design Pressure (+l-, pa!) for Glass Types 6 a 8 i-1/16-MOM . GLASS STACK 7116- D GLASS STACK IF�-- GLASS STACK 3/16-HEAT STRENGTHEN 3116' TEMPEREO GLASS 3/1W HEAT STRENGTHE TAM AIR SPACE .09Y SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 11-71V D.C. MM EXTERIOR a We GLASSSITE GLASS TYPE B TABLE DIMENSIONS MAY BE ORIENTEDMERTICALLYOR HOR120NTALLV AS SHOWN. LONG SIDE LASS LONG SIDE GLASS r SHORT SIDE SHORT -- L SIDE I F-- LONG SIDE --�{ SHORT SK71 S j j LONG SIDE 1 _— SHORT —I SIDE W y m O Ny o Y n n +1^0 N 0 W N Om N OJ NJ O Zw bLL m Z Ag n ou XN d W o 0 W ci o Y gxa n> pv z0 v �Z aZ °' 0 N _ LL 5 w m 0 J Q Q N 0 gi Z LaB4$ 0O Z ZK W alc3 a o w (Zip n m 33 D X LL. w O as apg roseg se 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION —I EDGE ORFRAMING,SEE EMBEDMEM 'll DISTANCE NOTE 2, THIS SHEET TYPE TYPE i INSTALLATION EMBEDMENT 1XWOODBUCKSTRIP, �- TYPE A [_ 114' MAX SEE NOTE 2, THIS SHEET EMBEDMENT T SHIM � ANCHORTYPE,EMBEDMENTAND EDGE JyyL EDGE DISTANCE PER SUBSTRATE. DISTANCE EDGE SEE TABLE 8, m1& SHEET DISTAN TMAX SHIM - +< SHIM WINDOW EXTERIOR BUCK HEIGHT BUM WINDOW I ' HEIGHT VISIBLE SEETABLEB,THISSHEET AT CURVED E MEMBERS ONLY 1/4' MAX. SHIM 412 STEEL SELF -DRILLING SMS (BE). SEE TABLE B HIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNBATHTHE EXTjE'RIOR CPER 4 V 71 VISIBLE LIGHT WIDTH ANCHOR PERANCHOR REQUIREMENT I - WINDOW BUCK WIDTH-2.314' WINDOW BUCK WIDTH TIP-T0.TIP WINDOW WIDTH �{ HORIZONTAL SECTION A -A , -)I II _ ._..._ MIAMI-DADSE AAPPIRROOIVE-D IMUL.ION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLEB,THISSHEET SHIM C JONCRETEICMI PERANCHOR REQUIREMENT A=Wr Stb..e Min. Edge Distance Mh. Em5e4ment Mat DO S'.1, 412ar R14N0888eRw P.T. Soether, Pim(SG•0.5) 911e 13 --IT ANmhum,8053-T5irW A38 Steel &B' O.DN'• 12' Steel SIW, Or. 33mim M8' Fur 15Ga iT PS. SOMtem Plee (SG-D.55) W15' 1d11' 12' AlumhA mh. WS' 0.0W"• 412m 014 Steel Bemw(05) Sol A38 bleel 3IB' 1' 1W b' Y(18 0.015' 18 Go 114' 410 SS Cm t n2mNe4 LMq ASTM CdXq 2-1/z 1-1/4' 12' Conemte (mh. 3.33 ksi) 1' 1-M4' 12' tM' Blxl Mtmcon NNE Co^eN mle 2.85101 (min. 2.Bs wal 21/z 12' D09mfted CMU. IASTM O9D1 21/Y 1-1I4' 12' GroNMLMG, ASTM 2-1/Y 1314• 12' VIV steel USR<en ) n. 5 FC- 1-1/d• 13�6' 12' autedCorxC U, (AS GroNe4 LMU ASTM G90) 124/Y 1314' 1T ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. J 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ' EMBEDMENT - CONCRETE PER ANCHOR INSTALLATION NOTES: ' 1 REQUIREMENT 1. USE ONLY ANCHORS LISTED ON m15 SHEET, FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEETAS"1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESSTHAN 14W. 1XWOOD BUCKSARE I EDGE INSTALLATION ANCHOR TYPE, WOO OPTIONAL IF UNITCAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. DBUCKSDEPICTEDAb"2X 91-12•THICKORGREATER. DISTANCE AND EDGE DISTANCE PER AND INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HI TYPES SUBSTRATE, SEE TABLE B, THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF ASI2E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. L M y p 0 Y n O Be yN N W 04 yN J N N J ro Z LL LL Z 8 n 0L ) XN i w O muD O Y TO LL < �Z 1OZ Z 0 5 J Z O 0 ro ®m z Z 5 , avB J 1jN Z N TROT of 0 ED r q X Z g as LL LL aNLL 'mD sa A. LYNN MILLER. PE, REIN 59195 i 2X WOOD BUCKSTRIP rEDGE OR FRAMING, SEE OISTPNCE NOTE2,THISSHEET INSTALLATION T TYPE E 0 EMBEDMENT I 2 $HIMA% SHIM 4 TYP.ANCHORTYPE, IEMBEDMENT AND EDGE I WINDOW BUCK HEIGHT VISIBLE LIGHT JSEDATCURVED FRAME MEMBERS ONLY M 11-71T O.C. MAX. INSTALLATION INSTALLATION TYPE G TYPE F - lX WOODSUCKSTRIP, —�— EMBEDMENT SEENOTE2,THIS SHEET —� 1/4-MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I B BEE TABLE 9,THI5 SHEET � CONCRETEICMU PERANCHOR REOUIREMENT 1/4•MA%SHIM £L I (05), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H EMERIOR MIAMI-DADS AAAPPJIPRROOWDD MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THISSHEET I''J 1rl/4'MAX SHIM L T1 1XE TEBUCHIMP, I SEE NOTE 2. THIS SHEET CONCRETE PER U EXTERIOR VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH-2al4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT AnoNer 8Bketnle Min Edge ONtIm. W, Em .M Ma O.C. S'd, p12 orpid MO SS Bcrtw P.T. SodI mPiro(S =0.55 w1 w ir Aluminum WB1T3 min. ww 0.083' A309foe1 SIT 1Y SkN 8M, Gr. Si min 3IB' 0.04T(la 18 Ge)- tr *12or#14StmlScmw(G5) P.T. BONtem Piro (56�0.W) B116' 1a18' 1T Aluminum,W TB min wr B(XW 1T A38 Steel 1B` B.w 1r BteM stw' Gc 33 Mn No- 0.045• (18 Ga) • 1S 1Id' HB 63 CrehFlek UrgMMed CMU, B131M C9o1 2-1/Y 1-1/4` Ir Wmmft(mim3.351,c) 1' 1dw Ir I/SIM IIltmwn 4' Com.le(min2.BS kal1 P 1d4- 1r Coromle min 2BSkei) 2-11Y iJIP tY Ur ..OMU, (ABIM., 2-1 r 1-1IU' 1Y pmWW U. A91M 090 2-1IY 1-1N 1Y Sl1C Steel UOmoen Cmcrele (min. DS MaD 1-114' 1A/4• 1Y GmuleO CMU, A81M C'.BB 2.112 1-31d' 1Y MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE. EMBEDMENT ANCHOR INSTALLATION NOTES: •' REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IV. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-IM. 1X WOOD BUCKS ARE EDGE TYp. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS' ARE 1-iQ' THICK OR GREATER. TVPEF DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER $HALL BE OF A SIZE TO PROVIDE FULL SUPPORT TOTHE WINDOW FRAME. 4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. W > n y 0 NN m ^pSo B Oa yN � o m Jm Z LL N LL tip J °'0 N ❑ 0U X0ILI e Ul In Y Y Dina n > Q ❑ y Z �Z LLZ ° 5 J Q 0 F LL 0 n s O Z Z aloss ZW 0 w Q W J aa- x LL O W aNy 'a:a0 se TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTPNCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGH IEGHT= NNDOW BUCK 1EIGHT- 2.314- INSTALLATION TYPE 2X WOOD BUCKSTRIP 'MEW N2,TNG,SEE INSTALLATION INSTALLATION NOTEOTE 2, THISSHEET TYPE TYPE I EDGE EDGE DISTANCE I� 1/4'MAX EDGE DISTANCE DI STANCE SHIM -+{ O 2XWOODBUCKSTRIP 2%WOODBUCKSTRIP OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1IHI MA% TYP. ANCHOR TYPE, EMBEDMENT SUBSTRATEAND 3 SHIM EDGEETABL 1 .THER $NEU, B SEE TABLE IO, THIS SHEEP EMBEDMENT 3 EMBEDMENT I USED ATCURVED 29 FRAME MEMBERS ONLY L In El- 011d13N O.C. MAX. 11 EXTERIOR 4 it VISIBLE LIGHT WIDTH 114"MAX. SHIM III WINDOW BUCK WIDTH-2-MT WINDOW BNCK WIDTHDTH INSTALLATION HORIZONTAL SECTION E-E I TYPE (G5). SEE TABLE 10. THIS SHEET I 2X WOOD BUCKSTRIP EXTERIOR OR FRAMING. SEE JZ NOTE 2, THIS SHEET V �1/4-MAXSHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET Anchv Sutaimle Min, Edge pmence Max. O.C. S cl 2-1/2' x .11Y Box Nall P.T. SoxAta n Pine SG=0.58 5/16' 6' 2-1Q' X .131- Co..On Nell P.T. Scumem Pine SG=055) 31B' S 2-tf2'x.14V Re45n Nell P.T. Soumem Pine G=0.55 318' 5' d10x 1'Steel ScrW P.T. Bauman Pine G•Ob5 V? 6' 0.1193' Alumlmlm, WM-T5 min. 5/18" S 1/16 AM Steal wiv S 0.04Y 18 Gal SIaN SM. GT, 33 5/15" S -MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EDGE DISTANCE _L INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2, WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10. 1X WOOD BUCKS ARE OPTIONAL IFUNILCAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOODBUCKSDEPICTEOAS'2X'ARE1-16"THICKORGREATER. VERTICAL SECTION F-F I RTALATTION IDN,TOTHESUBSTRATEOFWOODBUCKSTOBEENGINEEREDBYOTHERSDRABAPPROVEDBYAUTHORITYHAVING ISD3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, C IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLON NOAAPPOES TO WHOLE SYSTEM. m ZZI 2 m r G0 y Z Om a JJ R� O N h Z ::I uxwp UU XN o ❑ pmp w- 02 Z m r w m o Y ❑ LD LL n> pp e �Z LLZ E' Z 0 5 J Q ❑ � g ® y € O O 5 FN- Z Z_ ❑ Z X ? 66 LL LL ellq 'asap zauas A LYNN MILLER, P.E. P.E45BT05 INSTALLATION TYPE M 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THANS•O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2J14' INSTALLATION TYPE N EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE INSTALLATION TYPE INSTALLATION F�Y� EMBEDMENT NOTE 2, THIS SHEET FOR THIS INSTALLATION TYPE EMBEDMENT ' METHOD ONLY, I� IN. MAX ANCHORS MAY BE NO SHIM 0 MORE THAN B'O.C. EMBEDMENT O 1X WOOD BUCKSTRIP, SEE 2XWOODDUCKSTRIP NOTE 2, THIS SHEET DRFRAMFRAMINO.SEE NOTE 2, THIS EHEET �114"MAX TYP. ANCHOR TYPE, EMBEDMENT AND 1 ., SHIM. EDGE DISTANCE PER SUBSTRATE. ' �\ SEE TABLE II, THIS SHEET —EMBEDMEDISTAN EPER SUBSTRATE. SEE TABLE 11. THIS $NEU USEDATCURVED EDGE 9) FRAMEMEMBERSONLY DISTANCE 11-AY O.C. MAX. CONCRETECMU PERANCHOR REQUIREMENT t14"MAX. SHIM �-{ �+— INSTALLATION TYPE O 'FORTHIS INSTA-ATION METHODONLY, ANCHORS MAY BE NO • MORETHANWO.C. z1zsTEEL ,� THIS VISIBLE LIGHT WIDTH - I�� — WINDOW BUCK WIDTH -3-Y4' ^I WINDOW BUCK WIDTH EEI EXTERIOR EMSDMIENTNDD DISTANCE PER SUBSTRATE, � SEE TABLE -MTHIS SHEET 1l4'MAXSHIM (SEE APPROVED MULLION (SEE L FRAMING NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET IXWOODNOT B, THIS SHE � SEE NOTE 2, THIS SHEET VERTICAL SECTION H-H HORIZONTAL SECTION G-G J I EDGE DISTANCE CONDRETEKIMU PER ANCHOR REQUIREMENT EXT E RIOR v Arches SuOatrale Offence MN. EII J m M.. O.0 M2 Wi14410 SS Semw P.T. Smwm PIN SGD53 WIS. 1518' B" Alummen. BOS4T5 min. YB• 0.w8 8' ASS Steel YW o.003" IF SmeIBtW GI. 33 min. YB• o.m. 18 0I2 W 014 Steal Screw (0) P.T. SoutMm Pine SG-0.55 WIS. Id r 8' Alum.' SOS3-T5 min YB• o.wr 8° A36WWI YB' o.my C Steel SEW GI'. 33111, YB• 0W. IS WI, B• 114'MO SS OnWRex UrQw CMU,ASTMO90 2-11Y 1-1N' 1Y CmcMe (min. 335 Nell 1' 134' - tY VP StI UMCW1 CancMe min. 2.85 NN 1' 134' tY Con°refs min. 2.B5Nel 2-11Y RB• tY U eE CMU.A$TM G-W 2-1IY Hie 1T GIImmE CMU ASTM CBD 2.11Y 1Jv 17 Sir Steel Umo. Corcmte I ln.3.Slu1 1.1/4' 1ar 1Y Gmmae CMU ASTMC 2-11T 1314- 1Y MIN.OF J TXM1tNUS tltTV rvu Int Mewl avealnnm. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS OEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1Z. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'VARE 1.IIT71HICKORGREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORASAPPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULLSUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. �I W > m Y In Om IN 00 O o N pA v mILIN JO LL N LL m Z 4a uxw0 ` = o w ❑ UU XN r2 02 m LD O o co vna UO rn �z az O a F 3 0 � a ® y Iaa45 F z O O Q ❑ Z qm 0m 0 w _00 3 ❑ y as x z LL LL eJ1 vsoD ^was �sbfs A. LYNN MILLER. PE RE tl M705 ALLM USE ANDIO ALL CORNERS TO USE GASKET ANDIOR SEALANT ASSEMBLY DETAILS FOR FIN FRAMES BB°CORNER FRAMEASSEMBLY ANGLED/CURVED FRAMEASSEMBLY :RIOR FRAME WELDS OR CORNER KEYS AT OSSES. SE TAT ALL CORNERS � m a Y m •� 3 o c}D n w a°0 O N O z sB z LL in LL ro J uMaO O N w i 02 °3 v_ D mou wN go o� W .0 z D z o g OU O o z z ® $ f~D y Teo , N z 3 o o m w QZ d. aiw5 nm 0 V W 0 ?5 Q LLLL LL m eHq ose0 sa Item # POT Part# Description Material 1 4253C Flanged Frame Alum. 6083-TS 2 4285 Equal4eg Frame Alum. 600TS 3 4250 integral Fin Frame Alum. 6063-T5 4 4255 7/16'temL Glass Beading Alum. 6063-TS 5 4264 LG. Glass Beading Alum, 6063-T5 6a 42m Inslelegon Fastener Corer Alum 6063-T5 6e 4224 Installation Feshner Color Rigid PVC 10 70589C Gasket (at 90' comerjoinh) Polyethylene 11 TP24718 Vinyl Bum Weathers"ip Flex PVC, Dum. 65+1-1 13 Dow 899, GE 77M Silkone m EqulY. 20 71652K Seaag Brook, Mono..3/16' x 7/16' x 4' Neoprene, Dum. 85 41-1 21 71704AK Setting Black, I.G. W16' x 1J/32' x 4- Neoprene, Dun. 65 4-1 2B N x 1-1/4' FH SMS 3lalnlees S1e01 30 781PDX #8 x 1' OuW PH SMS Stainless Steel STRUCTURAL aOLYISOBIRYLEN WITH DESICCANT EXT. GLASS I/ KODISPACE 5 4SG TPS STRU=RAL SILICONE FOAM WITH DESICCANT 1- .062. 000' *.074' ,� FLANGE FRAME #4253C, 6063-T5 I.i2W9 — u)f .OsO• 3116'& 1/4' OGLASS BEADING #4258, 6063-T5 GLASS SUPER 7e SPACER"'NXT'N Part Description Material 75 Kommeding 4SG TPS Spacer System 76 Ouanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 77 Ouanex Dureseel Spacer Materialsis 78 Cardinal A- Edge Spacer *4 xaea• .as4• —.-IIf D]4" os2• 1.3]5' 1 ---�TTT -Mo. .43} ��- .OSIP•naae OEQUAL -LEG FRAME 94285, 6063-T5 DURASEAL® SPACER L--.-{ I-.- .346' .a7V ITurf .050' I.G. GLASS OBEADING #4254, 6063-T6 2.704- F074" +III 1 068 1.37Y -L Soo' QV 1.125' O7r FIN FRAME 94256, 6063-TS POLnsa DE BUTYLENE SEAL ROLL -FORMED a STAINLESS STEEL EXr.GLASs e XL EDGE" SPACER -mil 1.03r I�- oss+ INSTALLATION 6B FASTENER COVER H4270, 6063-T5 m WTHSPACE S&MOT DPA T& rc WRM SPACERS &MOVED PARiS. i W 0 .- o K O � N O � 0 Z LL 1n LL (p Z J e vaoin 1}1` L] 0, XN m 0 xa 1W-W m0 0w N Sz .0 w m 0 5 ° LL D J mQ 0 Z yaas O 0 0 = 'a D Z ?i � a�oas 00 w D W X 2 O 33 as LL m as a u Florida Building Code Online Page 1 of 3 A BCis Home i Log In ; User Registration 1 Mot Topics Submit Surcharge j Stats&Facts Publications j MC Star' , . BCIS Site Map I Links j Search R '1(i8 Ap proval pproval 4 USER: PublicProduct 1'�.« x'ad✓ SCANNED BY St. Lucie COuntV Pro r An.mw,f Mem > Prrn rt or Application Search > > Application FL # 24 Application Type 7FU39-R evision Code Version 014 Application Status pproved DBPR. Approvals by DBPR shall be reviewed and ratified by the POC nmission If necessary. Comments Archived Product Manufacturer Put Industries Address/Phone/Email 1070 Technology Drive North Venice, R 34225 Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Data Approved Jens Rosmaskl j rosowskl@pgtindustnes.com Jens Rosowski 1020 Technology Drive Nokomis, FL 34275 (941) 486-0100 Eat 21140 jrosowski@pgtindustries.com Windows Single Hung Cc rk or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A OB/22/2016 09/07/2016 09/08/2016 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 3/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Nember Or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI23924 CAC 16-OSOS.OJ,ptlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data ! Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please See Miami -Dade County Notice of Acceptance INCA) for FL239 R24 II 16-0505.02.0f j product performance information, anchorage details, and anchor type, Verified By: Miami -Dade ECCO - CER !size, and spacing information. Created by Independent Third Party: j Evaluation Reports Created by Independent Thind Party: i 239.2 ISH - 500 (large Missile Impact) WlnGuand Vinyl Single Hung Window I Limits of Use Certification Agency Certificate i 1 Approved for use In HVHZ: Yes FL239 R24 C CAC 15-0612.12b.Ddf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 P24 11 15-0612 l2b.odf Product pertormance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 ISM-600 Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0714.05.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instmctions ! Other: Please see Miami -Dade County Notl Lance (NOA) for FL239 R24 li 16-0714.0`$.2df product In, me performance inrm stalls, an ocher type, Verified By: Miami -Dade BCCO - CER i size, and spacing Inf ation. Created by Independent "Ind Party: Evaluation Reports Created by Independent Third Parry: 239.4 ISH - 700 (large Missile Impact) Aluminum Single Hung Window Limps of Use Certification Agency Certificate Approved for us n HVHZ: Yes A I6-0714.06. df Approvetl for use o ide HVHZ: Yes Quality Assur ract Expiration Data Impact Resistant: Yes 03/26/202 Design Pressure: N/A Installed n Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA or FL239 R24 It 16-0]14.06.Dtlf I product performance information, ancoorage details, and anchor type, Verified By: Miami -Dade BCCO - CE size, and spacing information. area by Independent Third P Eval orts Created by Independent Thind Party: 239.5 IsH - 80o (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-071401,0K Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 II 16-0714 01 odf performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER 'product size, and spacing information. Created by Independent Thtrd Party: Evaluation Reports Created by Independent Thim Party: 239.6 ISH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0734.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R24 11 16-0714,02.2df j product performance information, anchorage details, and anchor type, Verified By: Miami -Dade SCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: . 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL239 R24 C CAC 15-061211 LM[ odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes IZ/06/2017 j Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R24 11 15-0612 11 LMI odf product performance information, anchorage details, and anchor type, Verifed By: Miami -Dade BCCO - CER I size, and spacing information. Created by Independent Thim Party: Evaluation Reports Created by Independent Thlnd Parry: 239.8 SH-3000 Small Missile Impact) rchitecture] Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved fanuse InHVHZ:.Yes. _ FL239 R24 C CAC 15-0612i05MIpcI Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1ZI06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 11 15-0612 10 SMI odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: i Evaluation Reports Created by Independent mind Party: `239.9 SH-5400 (Non -Impact) inyl Single Hung Window j Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0714.04.off Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dale Impact Resistance No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 3/7/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instruct!... Other: Please see Miami -Dade County Notice of Acceptance (NOA) lot FL239 R24 It 16-0714.04.Dof product performance Information, anchorage details, and anchor type, Verified By: Miami-Datle BCCO - CE0. size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0214.03,Mf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 It 16-0714.03.odf j product performance information, anchorage details, and anchor type, Venfied By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Thirtl Party: m . t�aatalon The state of Fla hda Is an MEEO employer. Caovrlaht 2001-2013 State of Flerhaa.:: Ftivaev statement :: AA>cc ssibIIINStatement :: Refund statement Under Florida law, ¢mall addresses are public records. If you do not want your a -mail address released In response to a public -records reo uest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any Ruastlons, please contact 950.487.1395. *Pursuant W Seaton 455.275 (1), Florida Statues, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if May have one. The mans provided may be used for offidal cummunicatlon with We licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.s., please chi k here . Praduct Approval Accepts: ® 0 •f. - f security alr:^rtucs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 3/7/2017 MIAM4ME7 MIAMI-DADS COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RFSOURCES(BER) 11805SW26S1rxt Rs,.209 BOARD AND CODE ADMINISTRATION DTYISION T(786)315-259D F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) ,nNa,ldadcvW ranaa,v PGT Tndustries, Inc. 1070 Technology Drive North Venire, FL 34275 Scopr: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has bean reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dada County and other areas where allowed by the Authority Having Jurisdiction (AIID. 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 AIIJ (in areas ether than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fads to perform in the accepted reamer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi o Ihe use of such product or materiel within their jurisdiction. RER reserves the ri vo re this acceptance, if it is c bby Miami —Dade County Product Control Section that ' roduct or material fails [o meet the requirements of tt a ab£ Wing code. This produ is approved as described herein, and has been designed to wrap Florida Building Code, incuu ing the High Velocity Hurricane Zone: DESCRIPT : Series "SH-700" Aluminum Single Hung Window—L.M.I. APPROVAL DO NT: Dmwing No. 4040-20, titled "Alum. Single Hung ow, Impact", sheets 1 through 11 of 11, dated 09/0 y manufacmrer, signed and sealed by AnOmony Lynn Miller, P.E., hearing 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 ofNOA. 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 ihejob site at the request of the Building Official. This NOA revises NOAH 15-0519.08 and consists of this page 1 and evidence pages 1-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Per=Dt,; 0714.06 tnlnnloa®urvTv 8'1/�J166, 2021 8, 2016 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer'sdie 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 I through 1 l of 11, dated 09101/05, with revision F dated 05115116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 1 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spaccr® NXTTa spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTI`8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ,.4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frune, 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) Manuel Per E. Product ConirolE er NOA No. 16-0714.06 Expiration Date: Marta 26, 2021 Approval Date: August 18,2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (COWINUeD) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94 ' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4645, dated 08111105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. Test reports ut 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. FTI14649.and FTL-4723, dated 10/05/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 .A) Small Missile Impact Test per FBC,'I'AS 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 08/11105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 7. Test report% 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. FTL4948 and FTL-4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 05-1018.01) E MaooelP ez, ProtluANo.l s r N Ine NOA No. 160714.06 Expiration Date: March 26,2021 Approval Date: Augast l8, 2016 E-2 PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-56 Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA Au. 15-0519.08) 2. Glazing wmplies 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 "Sallies Clear and Color Glass Interlayers" dated 06119/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray ButacitcO PVD Glass Interlayer"dated 04/25/15, expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5u Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FPL-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, FPL-4723. FTL-4947, FTL-4650, F L- 4948 and F L-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10105, signed and sealed by Edmundo Lugaespada, P.E. (Submitted under NOA No. 05.10,M01) S. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chmda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to POT Industries for their Series "SH-700" Aluminum Single Hung W ndow - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Pl�l Men el Pe ex, .E. Producl ControlE am er NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 3LAZING OPTIONS: (SEE DETAILS ON ) A 5(16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090" KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR .090'SAFLEX'PVB 1 T I YER B TMAN CHEMICAL COMPANY) B MILONSLSTllJ F1/e"ANNEALED GLASS AND (1) LITE OF 118 HEAT STRENGTHENED GLASS WRHA .09W KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 511W LAMI CONSISTING 0f (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090'KURARAYBUTACITE PVB (BY KURARAY AMERICA, INC.) OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A.090" KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC.) OR.090)SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E, 7/16" LAMI CONSISTING OF (11 LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE'PVS (BY KURARAY AMERICA, INC.) OR.090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3MB' HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR.090'ISAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB(BYKURARAY AMERICA, INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) H. 13116- IAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND S(16- LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED CLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE' PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116" LAMI IG: (1) LITE OF 1/0' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE' PVG (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116" LAM[ IG: (1) LITE OF'V/8" TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090'KURARAYBUTACITE PVB (BY KURARAY AMERICA INC.) OR.090"SAFLEX'PVH INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K 1311V LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A.09W KURARAY BUTACITE' PVB (BY KURARAY AMERICA INC.) OR.090- SAFLEX' PVB 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 311V HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITTE'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116" LAMI IG: (1) LITE OF 1/8' ANNEALED GLASS, AN AIRSPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/9' 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, ALLWI 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. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. STANDARDS USED: n2014 FLORIDA BUILDING CODE (FBC), STH EDITION AVM El300 09 nANS9AF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. ADM-201D -AISISI0 VS2-2010 4.ANCHORAGE: THE 33113% 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. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4848, FTL-4849, FTL-4650, FTL-4651, FTI- 4723, FTL4957, FTL-4958 AND FTL-5063. ANSI/AFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 6. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. PO.e0xiGS �� ALUM. SINGLE HUNG WINDOW, IMPACT NOKOM19,fi%PI VulGfy BrtM ' 'N '�" �'- awaD rs 1 d 11 aoaazD NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS.............. ....... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 8 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 PRODUCT REVISED emlplyinS with lb Flul4A o@9uD Va Aw,,. M , Dr V�f!�5y3w'-- zfiMe,11'Van Pm4,cl Cmnny all A. LYIINIbYILLER, P.E. FL P.E.# 587135 M" NOM. GLASS BITE Parts Description Material 71 Kommeding 4SG TIPS Spacer System 72 Quanex Super Spacernl(TV41h Hot Melt Butyl See this Sheet for 73 Quanex Dumseal Spacer Materials 74 Cardinal XL Edge Spacer I1W ANNEALED OR HEAT TRENGTHENED GLASS 3/16°ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8°ANNEALED OR HEAT TRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5116° NOM. 7MV LAMINATED 16" LAMINATED GLAS ,81 or 82 7/16 LAMINATED GLASS 83,84 or 85 I 71-74 < (EXTERIOR INTERIOR 71-74 l 1^— V— (ALL SECTIONS) V 'P B"= KURARAV BUTACITE 1Y2° NOM. PVBINTERLAVER 1;;T112"NOM., E 46 GLASS BITE SAFLEXPVorASTMACH MICALLAYER NEASTMAN CHEMICAL COMPANY 38 70 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 5/16'LAMINATED 7116'LAMINATED AIRSPACE AIR SPACE 1/8' ANNEALED OR TEMPERED GLOBS UT' TEMPERED GLASS 13116' NOM. 131i6' NOM. 13/16" LAMI IG GLASS W/ 5116" LAM( 86.87,88 Or 92 13/18" LAM( IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM SILICONE HOT.MELT BUTYL REWORCEMENT POLYISO- OESICCANTFlLLAREA amSIULCOTIE 5I16'NOM BUIYLENE 5116'NOM. STRIISEAL CTIIRAL V4°NOM FOAM 8/16'NOM, 911TYLe SILICONE SEAL �OLYISOSUTYLEN YIIIH ROL4FORMEO WITH DESICCANT DESILCAM OESICFFOAM STAINLESS STEEL EXT.GIAS9 EXT. GIASS EXT.GLASE GLASS KODISPACE SUPER rx " 4SG TPS SPACER®N)crL v6 DURASEALO T4 XL EDGE'" SPACER SPACER P.o.eoxlsa NOMMISFL34214 2 a 11 1 4040.20 NOTE LAMI IS OUTBOARD LITES MAY BE UPGRADED TO 3116° WITH NO CHANGE IN DESIGN PRESSURE, A. LVNN �I�lER, P.E. FL P.E.# 58705 ill FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT DT GLASS TYPE 63" 66'• 6w. TO" 72" 74" TABLE 1. 76" 4B" A,B,M +80.0 -80.0 +80,0 -80.0 +BO.0 -80.0 +80.0 -80.0 +80.0 -80.0 +86.0 80.0 +80.0 60.0 +80.0 -BD.D +BD.O -BD.O +80.0 60.0 +80.0 -8D.0 +80.0 79.0 ST. A,B,M t80.0 .80.0 +80.0 .80.0 +80.0 60.0 480.0 -80.0 +78.8 .78.8 +77.3 m 75.9 531I8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 +76.9 -78.9 +75.4 74.0 UP TO 531f8" C,D,E,F,G,H,I,J,K,L +80.0 60.0 t00.0 60.0 +80.0 60.0 +80.0 -80.0 +80.0 60.0 +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT I 1NIpTH GLASS TYPE 38318 44'• 60 618" 63" 72" 74" TABLE 2. 76" 48" A,B.M +80.0 60.D +80.0 60.0 +80.0 60.0 +80.0 60.0 +70.0 .70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +BO.D 60.0 +80,0 -83.0 +8D.0 60.0 1 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 1 +70.0 -70.0 6V A.B.M +80.0 -8D.0 +80.0 -BT0 1 +80.0 1 -80.0 1 +76.9 -76.9 +70.0 -70.0 +68.8 68S +67.0 67.6 61/8 A,B,M +80.0 60.0 +80.0 -8D.0 + 800 -60.0++]860..00 .0 +68.766.7+866 65.5 S UP T06 DDE.FG.HI.JK.L ,,,,, +80.0 -80.0 +60.0 .80.0 +60. _8 606.0 0 +70.0 .70.0 +70.0 -70.0 1 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HBGXT (MA7L. WINDOW XT. WI SASH a 76" FLANGED AND 76"INTEGRAL FINI WIDTH GLASS TYPE 171fS" 2211116" 2831%' 33314" 396116" 4413116" 503/S" 6616/16" fi9118" D,E,F,J,K,L4 +80.0 60.0 +B0.0 60.0 +80.0 -80.0 +B0.0 60.0 +70.0 -70.0 +70.0 -70.0 +70.0 1 .70.0 1 +70.0 1 -70.0 REPORTS TABLE 4. MI-(110'A.D90,1/B'A) ,. 0,1/8°HS) FR-0647, 4648, 4723, 4957 FTL-0647, 4648 AMI - (I/B"HS,.090, 1/8"Hg FTL-0647, 4648 MTEST A AMI- 3/16"A.090, 3116"A FTL-0645, 48B5 AW-(3/16"A,.09D. VIE S) FR-0645 AMI- IS NS..090. 3/16°HS) FTL-4645 LAMIIG-1/8'T,AIRSPACE,5/16•IAMI-118•A0901-0846,4723 .LAMI IG-1/8" T, AIR SPACE, 6116" LAMI- 1/6"A,.09D,1/8"H$ FTL4546 I. 13116" LAMI IG-1/8' T. AIR SPACE, 51'16- LAMI- 1/8"HS,.090,1/8"HS FTL4646 J. 13/16" LAMI IG-118" T. AIR SPACE, 7/16" LAMI -(3/18"A,.090, 3116"A) FTL-0649, 4650 K-13116' LAMI IG -1/8" T. AIR SPACE. 7/1W LAMI - (3/16"A..090, 3/18"HS) FTL4649, 4650, 4958 L 13/i6' IAMI IG -Vr T. AIR SPACE, 7/16" LAW-(3/16'H5,.090, 3116'HS) FTL4649, 4650 M. 73/18° LAMI IG-1/8"A. AIR SPACE, 5/10" LAMI- 1/B°A,.090, 1IS'A FIL-5063 O" MEETING RAIL HT. .)V SASH t - HT. MEETING RAIL x �H r W H7. II •p• MINUS W SASH HT. HT, T MEETING RAIL 4 •� Sl1SH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8' MINIMUM TO 30" MAXIMUM. 4. GLASS TYPES C, G. H. AND I MAY BE USED IN SASH ONLY PO.8",= NOKOMIS.MMM sxmo I NTS 1 3 • 11 1 4040-20 . ... A. LYNN /ivIIR, P.E. FL P.E.M 58705 531' MAX. FLANGED WIDTH 5-MAX. I.F. WIDTH 49 SIB MAX. FIXED C DLO(ALL) D--J ( 75"MA%. _�. 75'MAX. 75'MAX. SEE DLO I I.F. A A LF, C� I.F. TABLE i O D� H 7fi'M SEE DLO TABLE O j EE DLO HEI�H1 STAiLE O HEI�H.urc 76 MAX. 76 MAX. I 38 7116' EE OLD TABLE %� j SASH STABLED =( j NO E4 (MAX) .HEI HT IL d81/4'MAX. { VENT OLD (AL DETAILS DETAIL VIEW (STANDARD SASH) RADIUS TOP (STAND 1/1 E+ B I 75' I 76•MAX. I I.F. F. I HEI HT E� HEI HT EE DLO �+ SEEDLO TABLE O I TABLE O j - j I 76•fNVC �16.urcn J-- � � � wRODULTREVI$fip 20' ��Nri�Swi,n 6,n2bIC� SEE DLO TABLEF=jl 20' SEE DLO TABLE X j SASH Bull wes SASH AeafG Ib-O 1 0l HEIGHT _ HEIGHT p w}ym B uv 46yxV �eneProawt DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. - 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS THROUGH 11 FOR ANCHORAGE INFORMATION, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 8 C ARE BASED ON A THREE OVER TWO FORMAT. -j (� I6 ELEVATIONS .. !';rnao';..': C 1-1ImN.VENI mOOYOBrvE _ N.VENICE, FLN316i:?.� a.o.Box an =—'�+� ALUM. SINGLE HUNG WINDOW,IMPACT n NOROMIS,FL W Vvlbi Bever °'•`a"° A. LVNR M587,P.E. Y y m. vwe Ntl[ sN7oo /Jr$ 4 a 11 4040.20 F FL P,E.#5&705 F.K. WIX5 J.1 T1I5417 F MAX FIXED LITE DAYLIGHT OUTSIDE 1--2.7B4"� NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 Z7 OPTIONAL BOTTOM LOCKS.(1)e'• FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE INSIDE I 1 9,10.��5��6 8 OR SEE ULTRAL ONLY I^IN il�� I I Imo --MAX. FIXED LITE DAYLIGHT OPENING I I OUTSIDE�i � MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.)FRAME SECTIONS INs1DE q7 50 2.948 HIGH SILL 2. 0 I LOW SI L HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE 68 Pp..ox t5 Nd AIS. R3Z4 SECTION C-C 5 a5 d If 1 4040-204040-20 PRODUCT'avIsm m ammPlYine rvi0 Jle VIarIN A uwro 4 O�ilA�O Caec 16-0 ¢.O gm Ow6 ?A2 rte � I 6fml acme i;u. i9>III - A. LYNN MILLER, P.E. FL P.E.# 58705 ITEM DWG# DESCRIPTION PGf# 1 4002A' FLANGE FRAME HEAD 612225 2 7165 #e Xi.0000UPD PN. SMS 781POA 3 4003C FLANGE FRAME SILL (LOWSILL) 812228 5 182E ADHESIVE OPEN CELL FOAM PAD 7PPDi626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 812244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE. 3/6",5/8",OR11116- 10 1080 BALANCE COVER, 3/8"OR 5/8" 68ALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 78PLTBKT 13 10861108E SASH TOP GUIDE 42504 15 #BIXI PHILLIPS FLATHEAD S. STL 7BXIFPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCIM670 17 4D53 BASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 112" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64008 25 1235 WSTP...170 X.27D BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3M2"X25B4"XV 71622K 36 1052 LAM IG SETTING BLOCK P X3/e X1116" 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 6TP247WK 38 1225 VINYLGLAZ. BEAD BU LB(TH IN BTP248K 41 4D39B GLAZING BEAD, 5/16 LAM. GLASS, 64039E 42 40448 GLAZING BEAD, 5116 LAMIW/GRILL KIT 644703 44 4222A GLAZING BEAD, 7116"LAMI 84222 45 9B5C GLAZING BEAD, 7/16"LAMI W/GRILL KIT 6985 46 4067 GLAZINGBEAD, 13/16-LAMI I.G. 64067 47 4071A FRAME. I.F. HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 1 4073A FRAME, I,F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOWSILL) 7640D9 53 1 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 fib 1014 SCREEN FRAME(HOR. 6 VER.) 61014 56 1630 SCREEN CORNER KEYWIRINGS 71830 57 1631 SCREEN CORNER KEYWNOUTRINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61824K PD. Box l5n NOKOMIS. FL 3� F 2.784 062 47 FRAME, I.F. HEAD p4071A, 8063-T6 48 FRAME I.F. LOW SILL 04072A, 6063-T6 I--2.374 2 'L4�Tll 16ICKNESS SQ FRAME, I.F. JAMB .F. HIGH SILL 94074B, 6083-T8 5A, 6063-T6 (USED AS RADIUS TOP HEAD) )ARTS LIST ILUM. SINGLE HUNG WINDOW, IMPACT 0 swop NTS 6 1 11 4040-20 PRODUCT REVISED c pLyio,vi1h4n FID" AmPlnn 0l 1lmitt,liml DNe M;,,,� a�Pma,�lcal�oi%� .,,, Illllllii..11ll A. LYNN MILLER, P.E. FL P.E.# 58705 i- 2.784—�1 1163 662 O FLANGE FRAME HEAD # OWA. 6063-T6 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) +{ 1.342 I-- .082 An 5 21 FIXED MEETING RAIL #4054A, 6063HO-T6® O FLANGE FRAME SILL (LOW) f74003C.6063-T6 1 062 .490 I�-1.451� OSASH STOP #4025.5063-T5 �2.279� .062 23 SASH TOP RAIL #4006C,8063HS.T6 BB FLANGE FRAME SILL (HIGH) 94050A, 600-TG �2.328----1 Ml 2638 .062— E I 68 SASH BOTTOM RAIL (HIGH) #4051A. 6063-T5 PA.BO%15m NOKWS.R.214 F-1.513_I 738 040 17 SASH STOP COVER #4053,6063-T6 I--2.326----1T 1.979 .062 1 or I B or 5C SEALANT ALONG ENTIRE JOINT II —LF. FRAME SEAT HEAD AND SILL AT HEAD AND SILL V I VIEW D-D VIEW E-E VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 28 SASH BOTTOM RAIL(LOW) #4OD7, 6083-T6 j 1�('6050 {1 JII' I6 .678 1.096 lli4-----I'L— T O GLAZING BEAD 7116" #4222, 6063-T5 ,678 1.096-)��1 I .afi2 7' j49 41 GLAZING BEAD, #4039B, 6063.T5 31 SASH SIDE RAIL 94008, 6063-T5 678 45 GLAZING BEAD, 7/16" 9985C, 6063�T5 (USED W/ GRILL KIT) WELD ALONG BOSS (2) 78 050 -T 1.096 OGLAZING BEAD, 5116" 4Z P�rtGDIICf R6VI5ED dr+n6 �a+N+ha YImIM 11u C"d< f1EDWl4044B. n�mPisnm pl GRILL (USED W/GRILL KIT) am r)fj21 J— N1 itPenAc Con m / 1 .683 -F 1.097 46 GLAZING BEAD, 13/11 #4057.6063-T6 FRAME CORNER DETAIL HUNG WINDOW. IMPACT odaw 7 s 11 4040-20 } A LYNN MILLER, P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANG SUBSTRATE 28S ANCHOR TYPE: o U U p WINDOW GLASS H0"'ZO �ON� WIDTH TYPE 3 U 3 C,D,E,F,G, 1 1 1 1 19.125 H,IAKL 1 2 1 1 1 1 1 2 i AB i 1 1 2 1 1 1 i 1 1 1 1 2 C,D,E,F,G, 1 1 1 1 24.000 H,I,J,K,L 112,1[1 112,112 AB,M 1 1 2 1 1 1I 1 1 1 2 i 1 2 C,D,E,F,G, i 1 1 1 32.000 H.M.K,L 1 2 1 2 2 2 2 3 ABMI 1�2 1 1 2 1 2�2 1 2 3 C,D,E,F,G, 1 1 1 1 37.000 H- �2 1 2 212 23 qBM 1 ._..._.._ 2 1 1 2 1 ........ 2 2 1 2 3 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 40.000 H,I,J,K,L 112 212121-2 AB,M 2 2 2 2 112 2 212 2 212 PSF 79 C,D,E,F,G, 2 2 2 2 A2- 44.000 H,I,J,K,L 212 212 2 AB,M 2 z 2 2 z'z 2 zlz 2 21s PSF 79 79 C,D,E,F,G, H,I 2 2 2F2 2 2 2 2 2F 48.000 2 AB, 22122221, 2 2 2 PSF 72 79 79 C,D,E,F,G, 1�22 2 2 2 2 53.125 H,I,J,K,L 212 2 2 2-, AB,M _2 21 Y 2 2I2 2 L2 2 2 L2 . r F.K. 7l1&95 JJ. Y13/07 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 44.655 52.155 59.655 67.155 74.655 76.000 ANCHORTYPE. ❑ mg0mO Nr+NpNO ff611ff ❑ ❑ Z�ZmOZzm0 o Uci ❑ p`N 0 U'U�ip ❑ ❑ 0 Z�ZmpO �' 00 0Urv$"❑U ❑WINDOW Z�ZmO UciQN0 ZZmQOz L) U z U WIDTH GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 1 1 1 1(1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 211 1 21112 1 2 2 1 212 1 212 1 212 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 i 212 1 312 1 3 2 1 2 2 1 312 19.125 A,B,M 1 1 111121221121222212221222222(2222122I2222123222312322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PSF 79 24.000 H,IAK,L 1 1 1 1 1 1 1 2 2 1 1 1 212 1 2 2 9 212 1 212 1 2j2 1 212 1 212 1 212 1 2 2 1 312 1 312 1 212 1 312 1 3312 1 212 1 3 2 1 3 2 1 2 2 1 312 1 1 A,B,M 1 1 1r 1 1 212 1 1 2 2 2 2 1 2 2 1 2 2 1 212 1 2 2 1 2 2 1 2 2 1 2I2 1 312 1 3T2 1 2 2 1 3 2 1 3I2 1 2 2 1 3 2 1 3I2121121312 1 PSF 68 77 H,I,J,K,L 111 111 1 22 i 22322223322 11 2 1 1 333I3323331322 2 1 1____32.00D 33433248433 243 1 1 22 112 1 I2 11 2 3 2 2 1 2 2 211 3 3 2 2 3 3 2 3 3 711 3 2 3;3 313 2(2 3 3 413 312 413 413 312 4�3 PSF 59 67 79 37.000 C.D.E.F.G. H,I,J,K,L 1 1 1 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 2_ P 3 1 2 2 _2 2 3 2 3 3 1 2 2 2 3 3 2 313 1 3131413 2 2 313 1 3 2 2 3 3 2 4 3 1 3(2 _2 4 3 2 4I4 1 3 2 2, 4 3 A,B,M 1 1 ill 1 1 2 1 2 2 1 2 2 1 212 2 2 3 1 2 2 2 213 2 3 3 1 212 2 313 2 313 1_ 3 3 2 413 2 3I3 1 312 2 313 2 413131214 2 3 2 4(4 1 3 2 2 413 7 1 PSF 54 79 62 79 40.000 - ,D,E,F,G, H,I,J,K,L 2 '1 1 2 1 1 2 1 2 1 2 2 2 2I2 2 2 2 2 2I3 2 2I2 2 3�3 2 3I3 2 2 2 2 3 3 2 4I3 2 3 3 2 4i3 2 3i3 2 3�3 2 4I3 2 4 4 2 3 3 2 4I3 2 414 2 3�3 2 513 A,B,M _2 1 1 2 1 1 2 1 2 1 2 2 2 2 2 2 2l2 2 213 2 2I2 2 3I3 2 3I3 2 2I2 2 313 2 413 2 313 2 4,31313 2 2 313 2 413 2 414 2 313 2 413 2 4'4 2 313 2 513 PSF 49 79 56 79 79 44.000 H,I,J.K,L 2 Ell 2 Ell 2 1 2 1 2 2 2 2 2 2 2 2 2 3 3 2 2 2[Si3 314 2 2 3 2 3 3 2 4T4 2 3 3 2 4I3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4(3 2 4 4 2 3 3 2 5 4 A,O,M 2 1 1 2 1 1 2 1 2 1 2 2 212 2121272313 212 2 2 2 313 2 3I4 2 2 3 2 3I3 2 4 4 2 3 3 2 4131414 2 2 3(3 2 413 2 4 4 2 313 2 4I3 2 414,313l514 2 2 PSF 45 74 51 74 1 79 78 48.000 C,D,E,F,G, HJ,J,K,L 2 1 1 2 1 1 2 1 2 1 2 2 2 2I2 2 2 2 2 3 3 2 212 2 3 3 2 3 4 2 3 3 2 3 3 3 4I4 2 3 3 2 4I4 2 414 2 3 3 2 4I4 3 414 2 4 3 2 5 141414 3 2 413 2 SI4 A,B,M _ 2 1 1 _2 1 1 2 1 2 1 2 2 2 212 2 2 2 2 3 3 2 2 2 2 3 3 2 3 4 2 313 2 3 3 3 4k 2 313 2 414 2 414 2 3(3 2 414 3 4 4 2 413 2 5 4 3 414 2 413 2 i514. PSF 41 67 46 67 76 79 53.125 ED,E,F,G, H,I,J,K,L 2 '1 1 2 1 1 2 1 2 12 2 2 2 2 2 2 2 3 3 3 3 34 2.4%3 ,3 4 2 313 3 blq 3 g q 2 3 3 3 4 4 3 5,5 2 4 3 3_ 5 4 3 5i5 2 4 3 3 5 4 ARM 2 ITV 2 1 1 2 1 2 1 2 2 2 2(2 2 2 2 3 9 3 23 334141313 2 3 4 �4 3 4 4 2 313 2 qi4 3 514 2 4 3 3 5 4 3 5 4 2 4 3 3 5 4 N. VENICE, R, 3R O P.o.BOXIM —I al" SINGLE HUNG WI WKOWIS.RN 4 Vmb77 B,u swo NTS 9 • 11 ANCHORAGE NOTES: 1. ANCHORTYPES: 1-1/4-ELCOTAPCONS 2 - V4' ELCO SS4 CRETE-FLEX 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1P2" MAX. FROM TOP CORNERS JAMBS-1712" MAX. FROM TOP CORNERS 1S' 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 V 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 f RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMBED) 117 naoucr rsDwscD EAD 3 mconrply'rnBrrilh WFlwld¢ n�.ul pw,a t�l,r I 0 14 -O'a JAMB ABOVE 3 3 c Dew ?D2! G. RPJL JANB BELOW hin,r,i ae l�m4 iGN[rt/ MTG. RAIL MFU( LLDPI HEAD 2 JAIVG ABOVE 2 2 - MTG. RAIL JAMOW MTG.LRAIL yob 'DARD VIEW..,:,Irl..:... N. IMPACT f.;..,,,:.... A LYNN MILLER. P.E. 4040-20 F FL P.E.# 68705 1 ANCHOR OUANTRIES ABOVE MEETINW RAIL HEAD 8 JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT N9NUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 22668 28.217 33.754 39.286 44.839 50.382 55.925 ANCHORTYPE: ❑ m0g N5�U`U O Z U ZmQ0 ❑ N$m o Z�ZmO9 QU U U�jm0 ❑ o Z-ZmQO o ❑ O Z�Zp?O5J O U�jNU ❑ U Z�Z�'?LOpJ o Um ❑ jNU O Z�ZmO U UN3NU ❑ U 2�ZmQ0 o UN$NU ❑ o Z�Z 0 U W... OH WilUN3NU TYPE 19.125 D,E,F,J, K,L t 7 1 1 1 1 1 2 1 2 t 2 1 2 1 2 1 2 i 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 t 2- 1 3 1 3 1 3 1 3 24.000 D,E.F,J, K,L t j 1 j� 1 � 1 1 ��2 1 .. _ 2 1 .... _ 2 1 _ 2 1 -._.. 2 _ 1 2 1_ -_ 2 1 _ 2 1 3 1 3 1 2 1 3 1 ... .. 3 1 2 1 3 1 3 1 3 _ 1 3 1 _ 3 1 . _-... 3 1. 4 4 32,000 DER. K.L 1 1 1 1 1 1 2 7 2 _1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 6 1 3 1 5 PSF 79 ,J, 1 j 1 1 1 7 2 2 7 2 2 2 .._.. 3 .7 2 2 3 2 3 1 3 2 _. 43 2 1 3 2 3 2 4 1 3 2 4 2 4 .7... 4 2 5 2_ 5 7 4 _,2 . 5 2 F 799 79 79 ,J, 2 11 2 2 1 2 22 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2_ 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6SF 2 3 &7' 79 76 78 77 78 78 79,J, 2 1 2 1 2 2 2 2 2 2 2 _. 3 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4545SF 2 2 2 2 2 2_. 7 2 76 78 7078 78 7f 78 73,J, 2 2 2 2 2 2 2 2 3 2 2 554fi545 3 2 2 9 2 2 3 2 2 17f j 1 1 2 2 2 3 3 79 64 74 66 ig E12 53.125 D.E,F�J,2 &L 2 2 2 2 3 2 3 2 3 3 5 3 6 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 1 _2 11 2 2 2 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT E: 12.776 15.776 18.77fi 21.778 24.776 27.776 30.776 31.106 AN YPE. m o Np 55 m z $'s z o Npj z "' U'. z U o Np z "' coi z H m oz-z Mp"R 55 u ❑ a ^ z R H m p 0 `JS m z z "$ M o �!g m z S' z H o ^I"II z Q W 1 7 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 0 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 23 792 0 NFP2 1 2 274 0 2' 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 40 68 782 2 22 22 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 782 0 2 2224 73 58 68 72 5 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 3 5 5 3 5 PB NOKMOEOSRNRNSA1�1 Vmm, Bea sBmO NTS 10 u 11 1. ANCHORTYPES: 1-1/4-ELCOTAPCONS 2 - 114" ELCO SS4 CRETE-FLEX 3-412 SCREW$ 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2' MAX FROM CORNERS JAMBS -1711T MAX. FROM TOP CORNERS 11 12• MAX. ABOVE THE MEETING RAIL 8" 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 5JW MIN. TO 38' MAX. S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1-LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSUREFORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LINKED) 712 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMBABOVE 4 pRODllCTR6NSED MTG. RAIL R,ridn umi4u i�coe<uniro A..pol.omHelb•o O� TABLE B. KEY: MMa epm4u�COM4�'1 ✓ MAX PSF JAMB BELOWu MTG. RAIL FULL DP ��:' �. !~ 6,11 h 4 �,.. JAMB BELOWB2 MTG. RAIL A. LYNRMILLER, P.E. TOM VIEW., )W IMPACT �4040,20 F' FL P.E.458705 MIN. OPTIONAL ix WOOD BUCK (SEE NOTE 4) 1/4" MAX. D 2-1/2" .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5" O.C. iiEXTERIOR INTERIOR L HEAD AND SILL DETAIL) WOOD ANCHOR (SEE NOTE 2 8 3) CONCRETE ANCHOR ZI WOOD BUCK (SEE NOTE 1 S 3) (SEE NOTE 4) i' N 1 3/ 8' MIN., 1/4' TAPCON .1 5/4' MIN., 114' CRETE-FLEX 1 MAX. MAX - u u u TYPICAL TYPICAL FLANGED HEAD ANCHORAGE i L &I1N�8�.n IIIIII�IIII 'I1-3/4'MIN EDGE CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 S 3) 3.35 KSI MIN. CONCRETE 1•,,v^ OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCR TYPICAL FLANGED JAMB ANCHORAGE 1/4" --1 1- 2-12' T MIN.EDGE WOOD AN FH BELOW RAIL (SEE 2x WOOD BUCK (SEE NOTE 4) (L EDGE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 11V ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE # 2 STEEL SCREWS (GS) OR 114' SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRI MFIT HEADS, 4, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS ZX ARE 1 Irr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/6" 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 BEA 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS MAY BE 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. B. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. T. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF PEG CURRENT, EDITION. INTERIOR (ALL JAMB DETAILS) EXTERIOR v .131' DIA. MIN. x 2 M' NAIL, AT CORNERS AND 5' O.C. 1W j I " x2la- NAIL , MAX. AT CORNERS SHIM AND 5- O.C. DETAIL F, (HEAD) DETAIL E. (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE R WNICEFL W5 P.O. Box 1520 NOKOMIS, FL U274 V$lbd&. 1/4" MAX. SHIM 12-12"EMBEDMENT DETAIL G, (SILL) WCHORAGE DETAILS i UM. SINGLE HUNG WINDOW, IMPAC u +o- SN1oa N78 i1 + 11 4040-20 aRODUCP11EbISED m�plYiogvviNBp RaHe uwmvgc� I o 14A6 napeuae W 6' Z_ '�,LI F..Idwion Dzle�, 0 Mlinni Bado P'Mu A. LYN< MILLER, P.E.