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Home My WebLink AboutNOA; Series DH-5560 PVC Double Hung WindowMIMIrA�MFDAD • REvIEWED V �j�vwY^L6 ' y CODE C® OR MPLIANCE S% LUCIIE C®"�TY MitAMI-DADE COUNTY F3Occy RECEIVED DEPARTMENT OF REGULATORY AND ECONOMIC RESOURqMF§E6-)2021 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Permitting Department . PRODUCT CONTROL SECTION 11865 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/buildine PGT IndustrieInc.I l i/I Ffie Copy.. 1070 TechnologyDrive (6 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 fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH-5560" PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05/15/15, with revision C dated 03/11/20, prepared by manufacturer, signed and,sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 renews and revises NOA It 17-0630.10 and Consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 4&�tl NOA No. 20-0401.06 Expiration Date: September 17, 2025 RECEIVED Approval Date: July 30, 2020 Page 1 JUL 14 1021 Permitting Department St. Lucie County PGT Industries. Inc. NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED 1. Evidence submitted under NOA # 17-0630.10 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0812.04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05115115, with revision B dated 06/06/17, 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, Duraseall spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-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. (Submitted under previous NOA No. 16-0714.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-081 Z 04) 3. 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 series 5560 PVC double hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0812.04) Carlos M. Utrera P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5ei Edition (2014) and FBC 61' Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. I5-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTDffXD) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 0 Carlos M. Utrera P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0812.04) 4. ' Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series "DH-5560" PVC Double Hung Window - L.M.I." approved on 08/25/16 and expiring on 09/17/20. Carlos M. Utrera, P.E. Produ: t Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New evidence submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LW', sheets 1 through 14 of 14, dated 05115115, with revision C dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ' 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per'ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107'.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017) and FBC 71' Edition (2020), dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-4 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS L. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 1&0122.02 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/23. 4. Notice of Acceptance No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/25. 5. Notice of Acceptance No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) and FBC r Edition (2020), dated March 11, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 11, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.10, issued to PGT Industries, Inc. for their Series "Double Hung Window Installation - LM" approved on 11/02/17 and expiring on 09/17/20. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-5 B,:SEE SHEET3 a BEE SHEET EQUALLY SPACED ANCHOR&PER TABLES B-11 EQUALLY SPACED ANCHORSPER (.. TABLES S-11 CZ 54" MAX. SUCH WIDTH .. . 3 ..�._� 30':MAX..O.C.►}-12' MAX.: . TART F A• MAXIMIIMKO:C. SPACING Glass Types Agow Meeting MI 5:-B is .15.112" B"v 16 VARLEVELLSEEE HEET86-7 I IMPACT RESISTANT TOP SASH 12• MAX: : D. SEE EET 3� VLSfSLE . _ 54•MAX.BUCKWIDTH SHEET4 �- LIGHT WIDTH :MAX B; SEE �.,. 30' MAX. D.C. „-:12' �., - C, Be _ TOP LICK 'SHEETS• SHEET4SASH - '� . ACED I / VIS113E T IGHr : p � , / 12' MAX. I / CHORS LIGHT SEE TABLEA: SHEETS . P TABLES HEIGHT - �_ :EOUAIlY: / SEETABLEA / 8.11 . / SPACED 84• X RR TAB CHORS ES 9E1R1.{ X_ / 62" X I BUCK V: MAX. 'HEIGHT • T. BUCK AS SHOWN HT X I 10' MAK O,C, X HEIGHT X i I KAX,) ° 4: - + j -�-i -�_ MAC`'' OlTO 13.80T MAX.- G.C.: EQUALLY SASH 3.60T'MAX. O.C. EQUALLY . / I SPACED ' VISIBLE -- SPACED -- SEE Tj .I ANCHORS LIGHT ANCHORSPER I I SHEETS J j // C TABLES i / HEIGHT A TABLES S-11 I. S-11�A 8&8 I i • 8.1,2' MAX E1lT MAX. NO ANCHORS ATSI L NO ANCMORSAT SILL : N, ANCHOR ATSI ` p.r.-.—i 1-114" wl .:.� ' a— I SEE SILLWEEP- 8 �"--` SEE SILL WEEP- B -'f .. SILL WEEP- : SEE SIU;WEEP� NOTGH DETAILS, NOTCH DETAILS, BOTTOM SASH VISIBLE _ OTCH:OETMLS, L 'NOTCH DETAILS, SHEET3 LIGHTWIDTH - BHEETE SHEET3 SHEEi4 ELEVATION FOR:TYP. EQUAL LEG FRAME ELE F E FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN' WITH EQUAL-LITE CONFIGURATION SHOVRJ WITH ORIEUPROVIEW CONFIGURATION SHOWN -WITH C STANDARD COTTAG ATION U IGURA710CJ SHO NCHOIH EQUAL -CITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 6580 IMPACT RESISTANT. DOUBLE HUNG VVINDOW 75• HEIGHT SEE TABLES a-N (SIMBAR ANCHOROIMEN610NS FOR OTHER CONFlGURATIONS) 1)THIBPRODUCTHASBEENDESIGNEO& TESTED TO OOMPLYWRH:THEREQUIREMENTS OF THE FLORIDA BUILDING. CODE;. INCLUDING THE HIGH.VEIACRY HURRICANE' ZONE OMZ).' GENERAL NOTES...:..........:................................I 2) SHUTTERS ARE NOTREQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS:FOR INSULATED GLASS -INSTALLATIONS ABOVE 30`4NITHE HVHZ, THE OUTBOARD LITE (PAP) MUST BE TEMPERED. ELEVATIONS ............ _,,,,,,-••1 3) FOR MASONRY:APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONCY MtKWDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, : FRAME, GLASS & ANCHOR OPTIONS ASTM CBO CONCRETE MASONRY UNITS AND -CONCRETE WITH MIN, KSI PER ANCHOR TYPE. ' INSTALLATION, FLANGE & EQUAL LEGIBO1L....3 4) ALL WOOD BUCKS LE89 THANi14R' THICKARETO BE CONSIDERED 1X INSTALLATIONS: 1X WOOD BUCKS ARE OPTIONAL IP UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNS-..4 DEPICTED:AS 2X ARE t-10".THICK OR GREATER. 1X AND 2X BUCKS (WHEN.USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ..:..:........................................ 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EDR) OR ARCHITECT OF RECORD,(AOR). : : - - - : DESIGNPRESSURES.........................................8•7 6) ANCHOR EMBEDMENT TO. BASE MATERIAL.SHAW. BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN..EMBEDMENT: INST. ANCHORS ANCHOR QUANTITIES ......:......................... ....' ............:...... 8.11 SHOULD BE SEALED. OVERALL SEALINGIFLASHINO STRATEOY FOR WATER RESISTANCE OF INSTALLATION SHALL REDONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES ....................... .............. 12 6)1/4' MAX,:SHIMS ARE fEQWRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SFLIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY 3 PARTS LIST .............. .-.... 13-14 7) DESIGN PRESSURES:. ......`- A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM EI300. _ CODES /:STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL S CYCLE TESTING AND GLASS PER ASTM E1300. - 4 2020 FLORIDA BUILDING CODE (FBC); 7TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLEBTRESS DESIGN, AGO. - - • 2017 FLORIDA BUILDING CODE (FT3C); GTH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE. BEEN DESIGNED TO RESIST THE WINDLOADSCORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-1/394STRESS INCREASE HAS NO . ASTM E1300.69 . BEEN USED IN THE DESIGN OF THIS PRODUCT. -THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO.WOOD. ANCHORS THAT COME INTO CONTACT WIT .:ANSUAFSPA NDS2018 FOR WOOD CONSTRUCTION PRODUCT REVISED OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. . ALUMINUM DESIGN MANUAL, ADM-2615 an cc pying with the Florida METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEANO TO BE REVIEWED BY THEAUh10RTiY HAVING JURISDICTION. . AISI S100-16 Building Code 10) REFERENCES: TE3T:REPORTS FTL-6006 &8007; ELCO ULTRACON:NCA; ELCOMEWALT ULTRACON+; ELCOIDEWALT CRETEFLEX NOA: ELCOiDEWALTAGGRE-GATOR NON; - 4 AISC 360-16 :. NOA-No. 20-0401.06 ENERGI WINDCWANDD66R;PROFILES, LTD WHITE & BRONZEILIGHTEF2 SHADES OF CAP.COATED PVC EXTRUSION NOA'S, I . NATIONAU DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS &ALUMINUM DESIGN MANUAL �� NY LYNIy l ��i, Expiration Dafe09/1712025 11) APPLICABLE EGRESS REQUIREMENTS TD:BEREVIEWED BYBUILDING OFFlCUIL. �� 0 , C):UPDATED TO,FBC2020, ' USER INSTRUCTIONS: '410ENSF • ��( By k Q?: ' ,F� REVISED:ANCHOR TYPETABLE: . Miami -Dade Product Cant�el 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRE, REQUIREMENT FROM ASCE 7. N0. 58i05 AK '. O3L11IZO 2) DETERMINE THE MOSTSUITABLEANCHOR.CROUPFROM7ABLES:20R3ACCOROINOTOTHEIN5174LLATIONCONDITIONS. : _ .. 3) KNOWING YOUR GLAZING OPTION (TABLE 11, WINDOW CONFIGURAnOf. AND SIZE DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-7.(TMusT EQUAL:ORExCEEQ THE DESIGNPRESSURE REQUIREMENT FOR THEwINDDw -O GC S. -rY= 1mo,►ECLaiaooYORWE GENERAL NOTES &ELEVATION. J ROSOWSKI OPENING:013TAINED IN STEP 1. .: I?j . 4) DETERMINE THE ANCHOR QUANTITY:FROMTABLES 8-11.VERIFY THEANCHORISUSSTRATE WILL MEEUREQUIREMENTS FOR - �Q T TE to N•�'�' . - dd� YOUROPENING'SCONDRIONFTTOMTA8LFS20R3:ANOTHATAU;MIN. REQUIREMENTS FROM THISSHEETSETAREMET. fi�''•.:jLOR�1) �: 1 O'1B00 DOUBLE HUNG WINDOW INSTALLATION: -LM 05/15/15 5) INSTALLAS PER SHEET3•FOR THRU-FRAME INSTALLL THIN OR SHEET4 FOR INTEGRAL FIN INSTALLATION.. �i .lS' NOTEDESIGNPRESSURE:RATINGDETERMINATION ISTHE SAME PROCESS.FORALL FRAME TYPES (J-CHANNEL;FLANGE, - scar.Sheet:DrtMlgNa:hr.INTEGRAL FIN OR EQUALLEGAM). P.e DH 5560 NITS: 1 OF 14 MD-DH5560 01 C .: .: :. REGJSIRATIOHIt26280 so MAX. BUCK WIDTH . . 30' MAX.:A.C. 12" MAX. 1z' Max: is SEE TABLE A X. / T M 10-MAX, O.C: HEIG X': , �f 13.8� .O.C. y_ ' 6.111 MAX. ' 4�1� wrN•o�y par s oys. INSTALLATION: DETAILS:FOR FLANGE & EQUAL-LEGIBOX FRAMES fi N ORTION2 ID{ . ONO ANCHORED TH OH FRAME CHORED THRQUGH FRAME AND 1X ' INSTALLATION .. - .. : DIRECTLY INiQCO U. SUCKSTRIPANTO CONORETEIOMU. . OPTION t : :' -- ;— EDGE DISTANCE BEE NOTE 2, SHI33NEEi. �GEDM ANCHORED THROUGH' .. EMBEDMENT FRAME INTO 2X WOOD • .. 1!4 MAX SHIM 18 . U4 MAX SHIM :FRAMEOREUCKSTRIP.. C7 : SLE L�� I • - • E . BEE NOTE2;•THISSHEET. ': EMBEDMENT .• .fie , Ol 18 .: LIG LWIDTH�;" 1T EDGE :I o ,r' DISTANCE FLANGE FRAME DISTANCE j BALANCE . SHOWN - : :'.. 44 TYPE TTOM .. 1!4" MAX: VARIES = SASH: TYP. AN - TYP. ANC TYPE, 42 WITt! SAStI o TYPE. . TYPHANCHOR TYPE. EMBEOM AND: q - WHIGHT • 30 +.:: q�ND ER EM /1 EDGE i 31 DI TANCE R \`•/ _ EMBEOMENTANOEDOE. DISTA CEDER. $ DISTANCEPER:SUBSTRATE. :SU . RATE,. _ TO EDGE.: SUSSTRA. , 18:. SEE TABLE2 SHEET 2. ' SEE TABLE 2.0 2; o SASH o EDGE.: TO SEE TAB SHEET: .. •+ • _ VISIBLE O LIOHTWIDTH D:. EQUAL FLANGE - FRAME ' . '10 87 }2 LEGIBOX EXTERIOR . • . 72 _ 19. .NOTES::. OWN. - ` FRAME 20 OPT. SASH TOP: BUCK WIDTH SHOWN VISIBLE 1uFTRAIL A)USEONLY HORIZONTAL SECTION A -A LIGHT .I ° SUBSTRATE•APPROPRUITE .. . . HEIGHT : ;I ;.i _I �.•ANCMORS LISTED ON TABLE 2, a 48 ; SHEET 2. FOLLOW EM9EDMENTAND ' DADE APPROVED MULLION, FBC COMPLUWTALUMINUM TEEL FRAMING OR STEEL STUD. 49 21: ;FORALL :EDGE DISTANCE LIMITS. ANY::_ MAYBE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. WINDOWS :1 :BEUSEDONA ANY SIDE ANCHOR' BE USED ON ANY SIDE OF THE •3.SS:FROM' :WINDOW. }5 :END AND AT .. ...as 9HIM' ? 'p100R>312 STEEL: 114'MAX. 47 ;CENTER. ? 21 MASONRY ANGHGRS;MAY BE-SELF•.RIIXING I{�._. SHIM BUCK :USEDINTOWOODASPERTABLE2,: ' SMS(G57.SEE 1 HEIGHT O.NID OWS . : SHEET 2. ALL WOOD:BUCKS LESS - TABLE2, rn—. 80 °' 18 ! .OVER 36° THAN 1-12" THICK ARETO BE' : :SHEET 2. _ y�pE; App. CONSIDERED }X INSTALLATIONS. IX EXTERIOR _ . 30, - •ADORIONAL :WOOD BUCKSARE OPTIONAL:IF _. . SCREWS UNIT IS INSTALLED DIRECTLY TO fir' �1&yB• . SUBSTRATE. WOOD BUCKS VISIBLE : FROM END. :DEPICTED AS 2X'.ARE 1 1Q" THICK LIGHT OR GREATER -IX AND 2X BUCKS 7. q HEIGHT :: : ((!NiEN USED) SFIAL4 BE DESIGNED' TO PROPERLY:TRANSFER LOADS TO .FLANGE, EQUAL . .. 16 :THE STRUCTURE. WOODSUCK. : E FRAME: LEOJBOX 'TESTED UNIT .DESIGN AND INSTALLATION IS THE : SHOWN; FRAME ' O :LOCATION: %bW : SHOWN (211" O 84' 63: FROM SASH D. :RESPONSIBILITYOF:THEENOINEER INTERIOR - ORARCHITECT OFRECORD. ` EXTERIOR : WEEP. _�o NOTCHEEEP 31 3) VISIBLE LIGHTWIDTH OR HEIGHT INSTALLATION' (1 INSTALLATION �o EACH END. (ALSO REFERRED TO AS DAYLIGHT :: • OPTION h : :OPTION 4 PRODUCT REVISED .OPENING) IS MEASURED FROM. ANCHORED THROUGH :ANCHORED THROUGH az o°mpICY. With the Florida BEADING TO BEADING.. � — � BulWhig Code FRAME INTO METAL FRAMEINTO METAL NOA-No. 20-0401.06 ErplraUoa Date09117/202S EOUAI:-LEGlBOX :IA"MAX:SHIM :�•``��N4 ..... 1�� '. AK 03/11A/ �GES:THIS SHEET.:: Miaml-ti.e� roduee conuol DI �. . .. FRAMESHOYYN VISIBLE LIGHT FORMULAS'�;% WIDTH , ` : j. J,t i ` ® - : Draw .2TX 1.2E",• a.. ;' •',}, ,.� NO ANCHORS : �gABHi BUCK WIDTH-:8.12" . �r WEEPHOLE :REQUIRED IN ®FB(muTE:suc�rWIDTH: irz• •-O L.C� c10707EGMaI)LOaVDitNE FLANGE & EQUAL-LEG/BOX FRAMES J RO$OW$KI WlOQVFJt � O .FLANGE OR -'I% -•, Z0: i LCi � : N. VENICE, FL 3127E . 2.BT FROM e:, ...� •'EQUAL -LEG: HEIGHT (EQUAL-LREI i�,N�'•; F OF' tllC •(Y41}IG0.1t10D' EACH END. _ :FRAMESILLS .: BUCK HEIGHT2-:4-3I6• _ :��5 ••..<oRl??•.�•:G� DO BC-EMUNG WINDOWIN LM 05115/15 •' • `•. ..• ' '' '•'� �, loNAL?`�� skw/Mad!f: sPuw:JUNO,. VERTICAL SECTION B-B ` : A (�fiNl ILA ri'P.e DH=5580.. IVTS . 3 OF 44. MD-DHWM01 C P.£858J05: REOISiRl1TICl1rR82B6 Bill of Mafrial # Part # Desc 0tlon. Material 201 3 Frame: ead - -C nna 2 620114 Frame:Head-Flange PVC 3 %0115' Fmme:Head-Fin PVC 4 620116 ' Frame Head - Equal Legl9ox PVC 6 620105 Fdmfe:S81-JChannel a PVC 6 620106 Fratne:S111=Flange PVC 7 :1 620107 Fratne;Sill =Fin PVC 8 620108 Frame Sill - Equal LeglBox PVC 9 620109 Frame Jamb - J-Channel PVC 10. 620110 Frame;Jamb- Flange PVC 11: 620111 Frame.Jamb - Fin: PVC 12 620112' ' Frame Jamb-EqualLeglB)x PVC 14: 620171 Top Sasb Pull (opt.) .' PVC 15 820140. :Keeper Rah RVC 1S: 6.20120 Hash Rail (Sides, Jop ¢ Bdtom) PVC 17' 620134 Balance Cover : PVC 18 620133 Sash Stop(Screw Cover v PVC 19 620156 Litt Rail Interlock' 6005 T5 Al 20: 620144 Lift Rall Interlock.Covee : PVC 21 r1201 77 Beveled Interlock 6005T5Al 22 620146, Beveled Irderlock.Cawr. = PVC 23;1 620150 Llght.Sash:Relnibrcemont: 6063TOAll 24: 620161 Standard Sash Relnformc int 8063 T6 Al 26: 620152' HD Sash Ralnforaement - BOBS TB AI 30' 61644 Weatherstrip, .187" x .270'FIn Pile 31: 64300 Weathersldp, .190• x .30WFoam Bulb ' 32. 61719 Weatherstrip, .187° x .22WPolyPile ' 33' 01825 : : Weatherstrip Plug, .22OF Filseal 35; 78X1MTTT . #8 x' 1" Ph. PH SOS (Interlock Mounting'Screw) SS 38' 720210 Wasp Hole Cover PVC 39 720186' : TIN Latch ReWbreament Clp PVC 40 720X0000t - Constant Force Balance 41 78X34PPAX #8. x,3W Ph. FH SMS (Can Force Balance Screw) SS 42• 9prral Balance 43 720205 Spiral Balance Shoe Nylon 44- 7aX114FPAX #B x 1-11,V Ph. FH SMS (Spiral Balance Screw) SS NOTES: I) GLASSAND SOME PARTSIOPTIONS NOT SHOWBON DRAWING FOR -.CLARITY. 2)J-CHANNEL FRAME SHOWN,PARTS#.1.6&S. OTHERFRAMETYPWAPRLY..3) HAJtMCLT DETAILS / _ FRAME PVC 8Y ENERGI WINDOWAND DOOR t1ROFILES,LTD:, TO BE LABELEDFORAAMAEXTRUDERCODE. K 4) FOR REINFORCEMENT TYPES, SEE DETAILS:ONSHEETS 6 47. ASSEMB5 5) ITEMS A 13, 26.29, 34, 36,37, 65 7'1.73A 84 ARE VOT USED AND ARE NOT PART OF THIS APPROVAL DETAILS � `., EXTERIOR I \.. ATTACHES TO RMabn LY - ` ('� �• ;-'•PNOT BAR,.@60 C).NO CHANGES THIS SHEET. `a L�GENSN��`NEXTSHEET AK - 03/11 /20 - . �: ' � i NO.58705 \ •\ ..�, ' �t~ .. PRODUCT REVISED BILL OF: MATERIAL A (BOM) J-ROSOWSKI =7CI '•. �3 : 4Y- as GompHinp with the Florida :: Building 0ob TO••; DOUBLE HUNG WINDOW:INSTALLATION - LM : 05f15h5 -�.(,vc� '•. F A F •'. 7fJ(!` �ORIDi+. •''• \C�� %,S'S� •••-•• • �G�� NOA No. 20.0401.08 Expiration DateO911712025 - ,, ONAL 6 %\ B SsrW SGaL: ' Omxig'N°'`: Rn: DH-Mlso NTS 13 OF 74 MD=DH5560.0 : 'C �Ifl! ALYNNILLERP.E Mleml-0eds Pro uet Central ' P.Ea68105 TABLE 12 OPT. PULLS �. BNI;IAllat®1141, ionL # Part# . Descr! . Matedal B : : A. srrk: ` 45:1 720IN89 SWWp Look :Cast71trc 47:1 720195&6: Auto;-PssOM' : :Casten 48 76X1180P: #6 x j-1/8° Ph. F. SD3 (A"Svreep:l»ck Um*) _ SS 49: 72M.: ; Auto:enQSnaep. k;Keaper : CastAne 60: TOX34PPTX: IWOW PR PH3130: -Screw : 5$ 51: 420181 UR: Beveled IDt Latch Comer Kay PV.0 52: 420182 UR: PuII:Re I Ri Latch Corh K PVC 53: 7634PHFL: #6x314•Ph.FHSDS:(PN F. atilElatcfi3ore 38 SC 420183: Tit Latch PV 55: 420184: Tin Catch Retainer PV,G 5s: 72020T: 1".nttLatchSpdng :: SS 57: 420186: Piestic Tilt Latoh Flngst Ptl1 ! : PVC 58: 7. 19T ; Meta liN Latch FingerPug Cast 21nc 59: 420180 Piwt Bar -Comer Key (Top 6 Bottom sash) ::. PVC 60: 720206: Pivo6Sar (Top B:Boltom Sash) Si 61: T101/7102 Tup:Sash nN latch MR) PVC 62 76X12FPTX $ . x 1T2° Rh. FH SDS!(fop Sash Tilt Latch Sdravv) SS 83 720191: Sas. PWIHsndte(apt.), : Castanc @4: 78X34FPT . 08 xW4' Ph. FHSDS:(PUG -Han dla $grow )::: :SS 72: 720135: LamL I.O. Bead:: PVC 74: Baokbedding, OE T700 or Ddw791 & Dow 983 Silicone I5: 716645 Setft Block (71V x 2' x:118°)i 85 +14 5 durm EPDM 80: 01012 : "MOW"tMOW Scmenfratge Alum 81. 60775 : Fitrnded ScreenSpreaftElOr Alum 82: 7CKGLB21: Sateen Comer Key br:ExtnMed Frarrie' PVC 83: 72045 : Extruded ScreenSpreaderlierliP :; : Num @5: 7CA3PM Targio.n6pting : SS 88: 81818C48 Screen Cldlh fiberglass @7 61835/616y1 .140' Screen S (Mactdne/Fland Roped Mn I