Loading...
HomeMy WebLinkAboutProduct Approval (2) 1 i BCIS Home ( Log In User Registration Hot Topics 3 Submit Surcharge Stats&Facts Publicatil €Florida ida ` Product Approval ~H i sY � �:USER: Public User Product Approval Menu > Product or Application Search >Application List> Detail 77=' FL # (:FjL14'705-Rj_-- Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approval: the POC and/or the Commissic Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method I or Listing Certification Agency Miami-Dade BCCO - CER Validated By Miami-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/26/2016 Date Validated 09 22 2016 Date Pending FBC Approval Date Approved 09/25/2016 Summary of Products FL # Model, Number or Name Description 14705.1 DH-2760 Vinyl Double Hung ' Limits of Use Certification Ager Approved for use in HVHZ: Yes FL14705 R4 C CA Approved for use outside HVHZ: Yes Quality Assurancc Impact Resistant: Yes 09/22/2020 Design Pressure: +65.0/-80.0 Installation Instri Other: Please see Miami-Dade County Notice of Acceptance FL14705 R4 IIN( (NOA) for product performance information, anchorage details, Verified By: Miami- and anchor type, size, and spacing information. Created by Indepe Evaluation Report Created by Indepe 14705.2 DH-5460 Vinyl Double Hung ' Limits of Use Certification Ager Approved for use in HVHZ: Yes FL14705 R4_C._,CA Approved for use outside HVHZ: Yes Quality Assurancc Impact Resistant: No 09/17/2020 Design Pressure: N/A Installation Instri Other: Please see Miami-Dade County Notice of Acceptance FL14705 R4 II 1E (NOA) for product performance information, anchorage details, Verified By: Miami- and anchor type, size, and spacing information. Created by Indepe Evaluation Report Created by Indepe 14705.3 DH-5560 Vinyl Double Hung ' Limits of Use Certification Ager Approved for use in HVHZ: Yes FL14705 R4 C CA Approved for use outside HVHZ: Yes Quality Assurancc I M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.V:ov/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 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-5460"PVC Double Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-DH5460-01 titled"Double Hung Window Installation- NI", sheets 1 through 12 of 12, dated 05/15/15,with revision A dated 05/05/16,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: None 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. RENE,WAL 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#15-0812.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COUNTY NOA No. 16-0714.08 Expiration Date: September 17,2020 Approval Date: August 25,2016 f6l tl� Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. IS-0812.03) 2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation- NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A 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, Durasealo'spacer system, Super Spacer®NXTT111 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. 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. FTL-8006, dated 04/27/15, signed and sealed by Idahrnis Ortega,P.E. (Submitted under previous NOA No. I5-0812.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 07/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0812.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pere , Product Control Ex mine NOA No. 16-0 . 8 Expiration Date: September 17,2020 Approval Date: August 25,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated July 30, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0812.03) 2. Statement letter of no fuzancial interest, dated July 30,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Sith,witted under previous NOA No. 15-0812.03) 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 previous NOA No. 15-0812.03) 4. 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. 15-0812.03, issued to PGT Industries,Inc. for their Series "DH-5460"PVC Double Hung Window-N.I."approved on 09/17/15 and expiring on 09/17/20. Manuel Per . Product Control Exhinifier NOA No.16-0714.08 Expiration Date: September 17,2020 Approval Date: August 25,2016 E-2 I I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL-FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL;FIN ANCHORED THOU OPTION 5 EMBEDMENT INTO 2X WOOD FRAME O,R'. INT02X WOOD FAAME OR; �_EDGE D1S7ANCE ANCHORED THROUGH INTEGRAL F+- EMBEDMENT BUCKSTRIP.SEE NOTE?'THIS BUCKSTRIP,SEE NOTE 2,THIS SHEET, FIN INTO 2X WOOD FRAMEOR O SHEET. BUCK-STRIP.SEE NOTE 2;THIS 1/4°MAX SHIM SHEET. EDGE DISTANCE 16 114 MAX SHIM TYP.ANCHOR TYPE, VISIBLE J-CHANNEL EMBEDMENTAND EDGE i7 ❑ FRAME ((��I 1 DISTANCE PER SUBSTRATE 18, LIGHT WIDTH a • SHOWN lJ 1 SEE TABLE 2.SHEET2. BALANCE 44 L1 TYPE BOTTOM EMBEDMENT OQ -- �a . 1/4 MAX SHIM VARIES SASH 42 EDGE WITH SASH Q WEIGHT. 1 ANCHOR TYPE, DISTANCE q EMBEDMENT 54. 30 EMBEDMENT AND EDGE - 31 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. L - TOP 18 (NAIL SHOWN) D SASH I I III TYP.ANCHORTYPE, 85 �I- INTEGRAL EMBEDMENT AND EDGE VISIBLE( O �� ILIGHTWIDTH oD FRAME SEE TABLE 9,SHEETIN DISTANCE PER 2. 2.J-CHANNEL FRAME 9 11 SHOWN (NAIL SHOWN) 73 19 NOTES: SHOWN 87 EXTERIOR NBIBLE 20 OPT.SASH TOP BUCK WIDTH n LIGHT LIFT RAIL 1)USE ONLY fl HEIGHT f SUBSTRATE-APPROPRWTE HORIZONTAL.SECTION C-C I ANCHORS LISTED ON TABLES 2&3 48 OF SHEET 2.FOLLOW EMBEDMENT V4, q9 DADE APPROVED;MULLION,FBC COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD. a 21 FORALL AND EDGE DISTANCE-LIMRS.ANY MAX SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. MAY i 42 WINDOWS INSTALLATION OPTION SHOWN ANCHOR(p BE USED ON ANY SIDE OF THE 16 3.E5'F50M WINDOW. ENO AND AT #1QOR#12STEEL 1A MAX 45 48 47 CENTER. 2)MASONRYANCHORS MAY BE {� BUCK SELF-DRILLING I SHIM HEIGHT 35 FOR USED INTO WOOD AS PER TABLE 2, SMS(45),SEE I WINDOWS SHEET ALL WOOD BUCKS LESS' 50 a 16 6WR3V THAN4-112'THICKARETOBE ❑ TABLES 2&3. ❑�.a EXTERIOR WIDE:ADD CONSIDERED IX INSTALLATIONS. SHEET2.. 30 T ADDITIONAL 1X WOOD SUCKS'ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO VISIBLE @I&3/8° SUBSTRATE.WOOD BUCKS BB LIGHT FROM ENO. OR GREATER. 2X ARE 1.X BUCKS HEIGHT (W GREATER.H AND 2X BUCKS q q (WHEN USED)SHALL BE DESIGNED �-- I{ TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR .J— 1B TESTED UNIT TO THE BE WOOD BUCK FLANGE!REMOVED N-FIELD NOTCHES 84 63 FROM LOCATION: ASH ENO. RESPON/8' DESIGN 3191LITY OF THE ENGINEER INTEGRAL FIN O ❑ I EACH END. 31 OR ARCHITECTOF RECORD. FRAME SHOWN .27°%115' 7 30 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLAT",. EXTERIOR INSTAL,ATION�o WEEPHOLE 38 (ALSO REFERRED TO AS DAYLIGHT PRODIICTREVISED OPENING)IS MEASURED FROM OPTION 7 OPTION 8 W/COVER@ TYP•ANCHOR TYPE,EMBEDMENTAND asm plyiog%,ilh the Florida 2.8rBEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO B.ildio Code EACH FROM EDGE DISTANCE PER SUBSTRATE,SEE i EACH END. TABLE 3,SHEET 2.(SCREW SHOWN) INTEGRAL FIN INTO METAL METAL(INTEGRAL FINlFUUJGE REMOVED) Aereptmx No lru-O 1¢ MAX .�'• ' Revia.d By: Oat.: ReHa/on: orlon Dom ,QaQ INTEGRAL FINSHI 1/4'M ..�\•;. `�::..::.:;,,,�', By FRAME SHOWN N1i>obi ede Pmd,et o VISIBLE LIGHT FORMULAS Baw ed er Date: Ravlalon: NO ANCHORS REQUIRED IN -- T WIDTH ..-.. FRAME SILL IF ANCHORING I @SASH:BUCK WIDTH-6-12' THROUGH THE FRAME. @ FIXED LITE:BUCK WIDTH-7-12' - �l��T' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 EDGE DISTANCE (O I ::,' HEIGHT(EQUAL-LITE) - 1',:;;F MO TECHNOLOGY DRIVE BOa: DaN: ANCHOREDTHROUGH BUCKHEIGHT2-4J/8' -:o,;.f•.'„�;'� 'N:VENICE,FL 44275 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 INTEGRAL FIN INTO 2X WOOD'1 EMBEDMENT (941)-480-1600 FRAME OR BUCK-STRIP.SEE VERTICAL SECTION D-D �' -' �"' Sad odek - 3cola: SheaL• D—In9 No. Raw NOTE 2,THIS SHEET. /C IYNNMILLER,P.E. CERT.OF AUTH.#29296• DH-5460 NTS 4 OF 12 MD-DH5460-( A P.E.q S8705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/B.OX FRAMES INSTALLATION OPTION z INSTALLATION OPTION 3 ANCHORED CHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT ' FRAME INT02XWOOD - 114'MAX SHIM FRAME OR BUCKSTRIP. 18 114'MAXSHIM �-.--- --�I SEE NOTE 2,THISSHEET. (EMBEDMENT , VISIBLE 17 EDGE FLANGE FRAME + , EDGEPLC 18 W H DISTANCE i SHOWN .�L DISTANCE r BALANCE 7ypE BOTTOM LIGHT IDT(- ❑---L1/4'MA% VARIES SASH --_-- TYP.ANCHOR SHIM TYP.ANCHOR T 42 WITH SASH Q TYPE,' EMBEDMENT AND AND WEIGHT 54 EMBEDMENT 2 NP.ANCHOR TYPE, EDGE q o 30 AND EDGE EMBEDMENT AND EDGE 31 DISTANCE PER DISTANCING DISTANCE PER SUBSTRATE, EDGE SUBSTRATE. SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. D SOH DISTANCE SEE TABLE 2, 18 •• '... SHEET2. 2 VISIBLE oD aFLANGE0 LIGHT WIDTH EQUAL FRAME `--10 87 12 LEQUAL EXTERIOR 73 18 NOTES: SHOWN - FRAME VISIBLE 20 OPT.SASH TOP BUCK WIDTH SHOWN LIGHT - LIFT RAIL S B HORIZONTAL SECTION A-A HEIGHT I U6STRATERATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, ! 48 SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 49 Y1 FOR ALL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. a WINDOWS:I INSTALLATION OPTION SHOWN MAY O 22 ANCHOR@ BE USED ON ANY SIDE OF THE 15 3.55'FROM WINDOW. 114"MAX. END AND AT SHIM #10 OR#12 STEEL 1/4"MAX• 45 46 47 CENTER 2)MASONRY AHGHORS MAY BE SELF-DRILLING SHIM BUCK LI FOR USED INTO WOOD AS PERTABLE2, SMS(GS).SEE HEIGHT 35 WINDOWS SHEET,2.ALL WOOD BUCKS LESS TABLE 2. (]�J 50 a 16 OVER 36' THAN 1-//2"THICK ARE TO BE SHEET 2. WIDE:ADD CONSIDEREDIX INSTALLATIONS.IX EXTERIOR 30 TIONAL WOOD BUCKS ARE OPTIONAL IF ADDI SCREWS UNIT IS INSTALLED DIRECTLY TO @ROM END.i6J/8- SUBSTRATE.WOOD BUCKS VISIBLE DEPICTED AS 2X ARE 1-12'THICK F B6 LIGHT OR GREATER.IX AND 2%BUCKS HEIGHT (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL 16 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX a 64 FROM OS'H EN" DESIGN AN.INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER SHOWN �R o SHOWFRAMN �� (2)1' 63 FROM SASH END. II` �I INTERIOR OR ARCHITECT OF RECORD.WEEP I NOTCHES EXTERIOR AT 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ID INSTALLATION�o PRODUCT REVISED EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 OPENING)IS MEASURED FROM m complying with the Flofida BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Dnilding Cock B •1, l;I/_ FRAME INTO M67AL FRAME INTO METAL Accepmna-'G'O pilalion Dam {(, '• Ravlaed By. fate: Revtal— EQUAL-LEG/BO% ��0�0 1/4'MAX SHIM D1i - de FRAME SHOWN o VISIBLE LIGHT FORMULAS Revraed Sr. Dat.: Rerlaron: .27"X 1.25' WIDTH Bm.n By: NO ANCHORS _ WEEPHOLE @SASH:BUCK WIDTH-6-1/2- - �• ® Desnrpgan: REQUIRED IN FIXED LITE:BUCK WIDTH-7-12• L� FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI W/COVER@ 38 @ � ' ` �� 2.87'FROM • FLANGE OR 1 2 7 FR MD. EQUAL4.EG 'HEIGHT(EQUAL -.,; a 1070 TECHNOLOGY DRIVE 778e: Data: FRAME SILLS BUCK HEIGHT2-4-3/8" '%;`�.`- ",._,;_:�..:' N.VENICE.FL 34275 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 VERTICAL SECTION B-B 'I', ;; (e41)-480-1600 &d.VV del: gib; sne.E Dmdp Na. ReY. A.LYNN MILLER,RE CERT.OF AUM.�28296 DH-5460 ANTS 30F 12 MD-DH5460-01 A P.E.#�6705 TABLE 1:ALLOWABLE GLASS TYPES Glass DesignPtessure Frame clam Frame Desaiplion(Listed from Exterior to Interior) type Table#.I Sheet# 'rypas Options Qonhgi Installation Options that may be used 1 . 3/4 I G .1/8'A Exterior Cap+1/2"Air Space+1/e"A Extedor,Cap 4,5 $,7 (sea Fl9 B).(see Table 1j (see Ffg A) 2, 3W lG 10 T Exterior Cap+11r Air Space+1/8"T Exlenar Cep A,5 B,7 _ - ..Into 2X Wood Frame/Suckstdp-sh6613,option I 3- 3/4 LG.:3/15"A Exterior Cap+3/8"Air Space+.3/16"A Exterjpr Cep 4,5 5,7 GLAZING NOTES: Flange tThrough the tame ..,Into'ContmtelCMU=sheet 3, ll002ANNEALED 4 j.CEqwAP VaW 4 3/4 LG.:3/1B"T Extbdor Cap+3/8"Al Space+3/18 T Exterior Cep 4,5 8,7 'T'=TEMPERED ) d cottage olthe Wlndav ••>hlough l%Bucksltlp Into GoncretdCMU-eheeC3.apeon3 - - .:.,Into Metal-sheet 3,optlon 4 ..,Into 2X Wood Frame/8ucks)dp+sheet 3,option 1 Bat/ Equal-Ute, Through the tame „Into CancrotarCfvfll•sheet 3;option 2 TABLE Group:ALLOW AnchorBLE ANCHORS THROUGH THE II M outs 9 - Eq�)e9 1-4 05 cotragBW of the Y.(ndmY...... .,through TXBtoksttl frxo Cancrote'CMU-sheet 3.option 3 Min.Ede. Min. ...,Into Metal-sheet3,optloo4 Distance EmbodmenY Tnfoughthe ..Into,2X Wood Frmiellluclmufp-3hoetA;options P.T. out em Pine(S =0.5 71„' ,eChannel O Eellpro ta,'.Integral tin..... ,:,Into Metal-sheet 4,option 7 #10.SMS 1-4 OdeVPrdNew' (steel,18-8 S.S. Steel,A361 3/8" 0.050' (at) a College Through the 6ama ...Into 2X Wood FramNBuckstdp-sheet 4,option 6 of 410 S.S.) ( • �3/8" 0 - 18 GaJ 'MIN.OF 3 THREADS ofthe Wtnev,Y...,,, Into Metal-sheet 4.option 8 A Aluminum,6063-TS' 3l8' g.050" BEYOND THE METAL - - Though the - ...Into 2X Wood Frome/Sucketdp-sheet 4;option 5 r SUBSTRATE,FOR E 9�ia1-Llte, 1 P.T.Squ eon Ins(SG=0. 7/ .STEEL STUDS, E IM09ml M...... ...Into Mein]-sbeat4,option 7 16'steel Ullracon Concrete min.2.85 ks -1' 1.3/8' MIN.Fu=45 KSI S Collegew( b - 6 Cottage�Through the tams ...Into 2X Wood FrdmelBuckaldp-sheet 4,op8m 6 Ungroated CMU,(ASTM C-90) -.2.1/2- 1r1/4" -MIN.Fy-33 KSL of the Wineay...... ....into Metal-sheet 4,option e P:T.Southern Plne(SG=0.55) 'oil 6" 1J/8' #12 SMS. -. - - 'UNGROUTEO CMU' , B (steel,188 S.S. Steel,A36' 3/8' 0,050' VALUES MAYBE - Sleel Stutl;A653 Gr.33' 3I8' 0.0451"(118 Ga.) USED FOR GROUTED FIGURE B:FRAME TYPES or 410 S.S.) Aluminum,6053-T5• 3/8• 0.063'. CMU APPLICATIONS, . 114*steel Ultracon Concrete(Min.2.85 kep 1" 1-3/4' C Ungrouted CMU,(ASTM C30) 2-1/2' 1.1/4' 2 fl 4 8 1/4"steel Creteflex Concrete(min.3,35 kel) P 1314' 1/4'steel Ultracon Concrete(min.2.85 ksl) 2-1/T 1.WIV 4 -60XOR q FLANGE EQUAL- 1/4"steel Ultracon, P.T.Southern Pine(SG=0:55) 1' 1.3/8' FIGURE A.FRAME CONEIOURA170N5 LEG 114"steel Cretetex Concrete(min.3.35 ksq 2-1/2' 13/4' D 114"steel Cretetex Ungrouted CMU,(ASTM C-90) 2-1/2' 1414' o e . P.T.Southern Pine(SG=0.55) 1'- 1-18" 1/4'steel Aggre-Galor I Concrete(min.3.275 ksi) 1-1/2" I-w y� 1/4'steel Aggre-Gator GrouledtCMUem P(ASTM C-90) 2. J-CHANNEL INTEGRAL QU -LITE ORIEL COTTAGE 47 FIN TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN IK Group Anchor Substrate Min.Edge Min. o �e Q PRODUCT REVISED Distance Embedment- sou t..gIyiaS with d.Florida nuadiaa C.& E 2-1/Y x.131'Common Nag P.T.Southern Pine(SG=.55) 3!8' 2-7118' ''I I: I, n�epuar<Nb)(v0Tl d 2-1/2' .. Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 318' 2-7116' P-twa D Rave ad ey, oars: R� �;. ye P.T.Southern Pure(SG=.55) 1/2' By #10Trusshead SMS Munn( Aluminum,6063-T5' 3f8' 0.0601 Rs Wed Or. Date: Redslon:(steel,18.8 S.S. Steel Stud,Gr.33• 318' 0.0451"16 Ga.) `` F Steel,A36• 318' 0.050' P.T.Southern Plre(SG=.55) 9/18°' 1-318' THREADS BEYOND - I+•' (6 .'1,_ ® Descdptrm: Drawn By: #12 EMS THE METAL �` •. Alununum,sD63r5 3r6 D.B63' SUBSTRATE.FOR "' �`_ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI (at eel,186 S.S, Steel Stud,Gr.33' 3/B' 0.050' STEEL STUDS, r r-� •� 1070 TECHNOLOGY DRIVE 710a: Date: or410$.Sd MIN.F,u=45K518 .h_',. ``,-' N.MICE,FL 34275 DOUBLE HUNG WINDOW INSTALLATION-N) 05/15/15 Steel,A38' 3/8' 0.050' MIN.Fy=33 KSI. - (941)-480-1800 ,,.. Serlw/Alodae Scots: ST..b oNw1n9 No. Ren A.I.YNN MILLER,P.E. CERT.OF AUTH.r29296 DH-5460 NTS 2 OF 12 MD-DH5460-01 A REA 58705 i DESIGN PRESSURE RATING- IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR —�-II 52-1/B°MAX BUCK WIDTH IIr— 'LEVEL,SEE SHEETS 6-7 IMPACT.RESISTANCE MAX. . I 52-1/B°MAX.BUCK WIDTH SHEET A%.O.C. -L-•"-�12'MAX. - - 82-1/8'MAX.BUCK WIDTH IIr— ASEE�- _ ,,I L�SEE SHEETS �r 1-1/4' B,SEE — 28.1/e' J I ,12'MAX. D,BEE -- I I 889 11j SHEETS TTT —MAX.O.C. I-'•►�-12'MAT(. SHEE.I T P SASH VISIBLE �_ 52-11W MAX.BUCK WIDTH SHEET4 —� LIGHT WIDTH 2&_"E. III+ ,T A SEE — I� I 86.338• B,SEE '�--.—MAX.O.C. ^'�12'MAX. C,SEEr_. 12'MAX. SHEET 3 TTT��� SHEET31 I I TOP MAX. SHEET4+ I j i 1t EQUALLY SASH BUCK A,SEE —' l I II / • SPACED I VISIBLE �— HEIGHT SHEET3+ / EQUALLY 15.112'MAX O.C. LIGHT 15.112'MAX.O.C. SPACED I ANCHORS PER j I / EQUALLY ANCHORS PER / J— TABLES 9.11 I / HEIGHT / 15.112•MAX.O.C. i 84' i TABLES941 I I SPACED X I 84' x I V ANC BLESS R �( 62' BUCK v TABLES 9-71 �J MAX. HEIGHT T MAX. T- 10'MAX.O.C. BUCK AS SHOWN 10'MAX O.C. BUCK 10'MAX.O.C.. x !1 HEIGHT xl ry^r (86.338' x I I 4 HEIGHT X 4 j U 1 j L / 1 MAX) I I 13.80T MAX.O.C. //] l EQUALLY I '/ -- 113.8p MA%.O.G EQUALLY SASH 13 .O.C. EQUALLY I -T II� EETS SPACED I / &PACED VISIBLE SPACED L---- — SEE J / j CH TABLES 9ANCHORSPER / Al ANCHORS LIGHTTABLES 9.7 / HEIGHT A I ANTABLES 9.1ORB 111 i / SH S&9 1 8-iW MAX. •.6-172'MAX. \8-112'MAX i NO ANCHORS AT SILL NO.ANC ORS AT SILL ' 8�----JSEESILL JNO ANCHORS ATSILL `\ B�'II ps-..--.J 1.114' SEESILLWEEP- �NOTCH DETAILS, BOTTOM SASH VISIBLE `NOTCH DETAILS, I-"' 54 MAX.BUCK WIDTH NOT H DETAI 5, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.-FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-CITE CONFIGURATION SHOWN WITH ORIEURR01/IEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 1 75'HEIGHT SEE TABLES BAD (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) I GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT DOUBLE HUNG WINDOW GENERAL NOTES..: ..............I j 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 I 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR i 3)FOR MASONRY APPLICATIONS IN MLAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS......................-.....2 + CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE INSTALLATION,FLANGE& I 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BO%....+............3 DEPICTED AS 2%ARE 1-1/2'THICK OR GREATER.IX AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 8,J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES.................6-7 I 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE.THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................BA 7)DESIGN PRESSURES: EXTRUSION PROFILES................10 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PERASTM E1300. ASSEMBLY&PARTS LI57...........11.12 B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 1 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT •2014 FLORIDA BUILDING CODE(FBC),STH EDITION BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH •ASTM E130G-09 I OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSVAFBPA NOS-2012 FOR WOOD CONSTRUCTION PRODUCTREVISED ro cam a C"wiN die FtgiQa 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 Building Cade � 10)REFERENCES:TEST REPORTS FTL-8006;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEAJGHTER •AISI-S100-07/S2-2010 Acacplmw SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGNUAL E• rn[ia�Date �IIYlD 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL By: Data' ReNatan: A)ADDED SPACERS p1 USER INSTRUCTIONS: JR 05/05/16 Tb SHEET 5. Mimi od< R•Haed By: Date: RaNalon: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. _ - 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2OR 3ACCORDING TO THE INSTALLATION CONDITIONS. : i 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® DescNpUon: 0ta.n By: PRESSURE FROM TABLE540R 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW � � I�I�6 ,- GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS '.�•`' 1070 TECHNOLOGY DRIVE RUa: Date' FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-S AREMET. - - _ N.VENICE,FL 34275 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. r.'�, (94NICE,F-1 42 00 Seriae/MudeL• Scda SheeL•;, D—Mg Na. Ra , NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES(J-CHANNEL,FLANGE, ,A.LYNN MILLER,P.E. INTEGRAL FIN OR EQUAL LEG/BOX). REN58705 CERT.OF AUTH.e29296 DH-5460 NTS 1 OF 12 MD-DH5460-01 A !I I -+{ 3/4'NOM. 314'NOM. �-+-- SILICONE STRUCTURAL HO7 MELT BUTYL SILICONE 3116'NOM. 1/8"A GLASS 118"T GLASS � POLYISOBUTYEN 1/4•NOM. FOAM WITH DESICCANT WITH 1/2"AIRSPACE 1!2"AIRSPACE DESICCANT 1/8'A GLASS 118"T GLASS EXr,GLASS EXT.GLASS ' 3 EXTERIOR a EXTERIOR BIT NOM,GLASS 78.79 BITE TYP. 7A-7e � 71i-i9 73 74 INT.GLASS INi.GLASS KODISPACE SUPER 31 78 O T EXTERIOR 76 4$G TPS SPACER NXT GLASS TYPE 1 ' GLASS TYPE 2 a 38 30 .ALUMINUM �. 3/4"NOM. 3/4"NOM. L� LI. •. °,• ". REINFORCEMENT POLYISr. INT.GLASS NT FILL AREA BUTYLE TYP.GLAZING DETAIL . 6/16"NOM. SE6/16°NOM. BWLA LICONE SEAL 3%16"A GLASS 3/16"T GLASS DESICCANT ROLL-FORME 3/8"gIRSRACE 3/8"AIRSPACE FOAM STAINLESS STEE EXT.GLASS 3116"A GLASS 3116"T GLASS EXT.GLASS G]EXTERIOR a EXTERIOR INT.GLASS r8-re 76-79 76 DURASEAL® - 78 XL EDGET" ' SPACER SPACER GLASS TYPE 3 GLASS TYPE 4 Part# Description Material tT,-.PIyTREVLSED 76 Kommeriing 4SG TIPS Spacer System b complptfig rvlth me Flmiih 77 Quanex Super Spacer nXr with Hot Melt B I See this BuDd os C'dc Pe P tAy Sheet for Ac«pmna No l -D 1 .D$ 78. quanex Dureseal Spacer _ , Reri"ad W. D"L> gorLa(on; '-tan Dom �yD Materials JR 05/05/16 A)ADDED SPACERS 79 Cardinal M-Edge Spacer .`' . REFERENCE TEST REPORTS:FTL-8717,896888970 MHs"d 6y. Data: Rrw; ® D—fptf- D. aY: 6 f►6 GLAZING DETAILS J ROSOWSKI - 1070 TECHNOLOGY DRIVE TI9a: Dot.: GLAZING NOTES: ".J�ti'::"". •;;`: N.VENICE,FL 34275 'A!=ANNEALED DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 T=TEMPERED (941)-480-1600 1 S A.•LYNN t.1(LLEY7,P.E SorfaodeL• Swlo: Moe Drorfng No. Rer. P.Ep 68705 CERT.OF AL".129296 DH-5460 NTS 5 OF 12 NOD-DH5460-01 A 1 TABLE 4: O136�.Sub %Al .' Dmadpd4n loa0.m BMl ss Final Dealgn Pmum Oba/R5) SmA Hdphl M14.... nape®.Wbldow Raepa Ml - Wn5aw66ck ri4d0 4nt R1 Hddit St" 1B 1 24: 82 36 40.. 1 SL125.-- 24 Ewd40a 11206 -+60.9 1000 .0-Joao 50,0-1000 5op 1.100,0 +wp 1000 +500 62Q sw,0 a9.D' ' 61andad011ag .13.517 IS516-500 1000 -50.0 1-100.0 500.1000 500-100.0 +50d 1000 +600 a30 +wA 'A2.0 28 Eqwrlte 11.517 11516 504 1000 1 poo•1000 500-1000 500-10.0 SDO.10Q0 4500 1 1100:0 •50:0 48.5 � SleOdad PnrlM 11,268 11518 500 100 500•1m0 w0 4D0.0 500 I.IDDA 500 1-1DD0 i5D0 1000 f50,0 -N.0 Tdlcil 21.517-24.091 Iw.O•Joao +A.0 A009 +50.0•tm.0 •50.0 d000 500 .93.0"!50,0 79.0 i50.0 .74.0 HEADER StadvJ Cdhpe 18.017-21.516'r50.0.100.0 450.0 400.0 +w.0-100.0 .w.0-1pa0✓W.Q I-709,0'-50.0"4S8 •50.0 -u.1 37.375 -E4u4110a 15.017.1&016 �O mjoQ.G 450.0-1000 50,0""-10Q0 i50.0-1000 500 1000 150.0 W2 450A -77.7 O sToneadRnrka ns17-15016-50.0 loan•510-ID00 50.0-100.0 .50.0-loDa wo'loD.D-•w.0 ae5 -.50.0 -nA 23 Stglml 11.266 Y1.518 .50.0.1o0.0 +50.0-,no.150.0.100.0 +%o-100.0500-1m.0 15D.0.40.4 +50.0 a65 Tfimt' n,517'31.St6 'i50.0-100.0 +510 4 A +50.0 -92.8 +ti0,0 $26 500 .92.0 +w.0 a2.8 +50,0 •T4.0' TGP fliatom S4a 28.517-29.518 +wA-10.0 .5.0-1m,0 150.0'-100,0 +w,o-t0p.0 +50.0-100.0.50.0 -79.6-.50.q.-7I.2 SASH sthed dGltt oe .23AIT-26.516 +%0.YOD,o 'SAO-1000 .50.0-Imo +50.0 100.0 +500 100.0.5D0 T&1 +SO.o .70.0 HEIGHT m Ea.IA. 20.517 21516 +50.0 Imo.+50.0-loop 5o.0•1000 .50.0-1000 +500 99.3 +500 774 50.0 49.5 Q O MEETING RAIL Cmbm 640 I8.QI6 20516 •50,0 1m0 5aO-1mD 50.0•1000 50.0-1DOA 500 100.0 .600 7&1 50.0 .70.1 24 S�Pm lam 11.517 10.015 .50.0 1010 -500-100.0 50.0 47.8 500-.07.8 +w0 475 4w0 755 50.0 a7.4 smddlt 1126e 11.510 +No Imo r50.0 4000 50.0 46,3 50.0 465 5D0 482 +we 48 50.d -70.5 � Q Tdl.a 27.517-36.141 -+50.0 100.0 +510 a15.•50.0 -75.1 50.0 -73.1 soA 45.I .500 72.1 1)50.0 64.0 StwAaad C0lape M.517-27516 34.0 I00.0 .50,0-100p -n 400.0 50.0-100o •5D.0 4 A .500 .716 1•500 .65.0 JAMB 23 E4, ft 20.517 n516 .50.0 100.0 +500-100.050.0-100.0 .50.0.100.0 50.0 44.9 +50D .73.4 .50.0.65.7 24 I 48 StaOdmd Pmdew 18.e16-20.516 •50.0 100.0 .50.0-1060 +50.0.1000 +500-t00.0 500 MA ew0 74.4 +50.Q 66.4 EJtTDipR. BOTTOM 1 CSabm Sae 14.517 i&015.+50.0-IX0 •50.0'4>e.7 +w.0 91A +50.0 4t.B +59.0 41B +w0 74.5 r50.0 a6.7 SASH f2O Sl.e' 115n-14.516 +w.o.100.0 150.9 *2 +50.0 -77.8 .50.0 -77.1 500 .77.1 .500 77.1 two 49.1 0 - 23 � HEIGHT sh.4.1 11266.11.510 +50.0.100.0 +50.0 4 A +w.e .76.9 .50.0 .70.0 i50.0".76.0 .500 78.0 .50.0 .72.4 0 23 Tdkal m.517-36.7� -50.0.0 A4.5 .50.0 -782 -+50.0 -70.4 -50.0.0 ae.B 50:0 a8.e +50.0 48.6 .50.0 aq.T q Sla,ddd Cottage 27.517-30,516 +50.0.10o0 .500 1-100.0 +50.0 -ws +5Q0..go .50.0 :2.0 +w0 -729 •50.0 45.1 O6lom Sae 24.517-27516 450.0-1000-50.0 1.100,0 -mo.10ao •w.0.1wo .50.0 43,6'+50A -72.0 .w,0 64.4 3 49.625 v Ew"o 21A17-24.516 -50.0-1000 .5Q0.100.0 +50.0 1 4D)o +o A00.0 150.0:43.3 �+50.0 -71.9 -50.0 a4.3 SILL Mad ,IPmtew 18016-21.51& +w.0 1000 +50.0 4-0 -0-IMO-+50.0-IM0 500 a40 +500 -TGI -50.0 .64.4 �� EaTERIDR Qslan Sae 74.51] 18.015 .3a.0 IWn +w.0 .1.5 .50.0 a3.7 •50.0 alA. 500 4A .500 AA -50.0 rs.7 fl Cmlem Sae 11.517-14.516 150.0 .98.1 •50.0 A08 69.0 •71.9 +50.0 -70.5 +500 7is ::wo 70A -+5o.0 �2 V 5W.-t 112 6 6-11516 + o -M.2 +510 -79A sw.pI-71.0 .510 49.6 50.0 a9,5 iw0 Tdleat 36.517-36.767 -MO -94.5 +30.0 -792 +50.0 .702 +w.0 -68.9 i50.0 48.8•50.0 E9.7'i50:0 69.0 o Stwq dCollage 34.517-36.516 +w.0 .95.4 No A0.0 .50.0 .71.2 +50.0 a9.8 +w.0 a.7 +50,0 453 20.0 a7.7 d we540 31.517-N516.50o:100.0 .sop aao +5o.o -785 •5D.o I T7.o •som .77A I.5o.o a4.i +50.0 -Sea SECTION DETAIL FOR WINDOWS WITH Equd4l0 M.517-31.71e •501-IKO .50.0 .992 .Sao .912 +50.0 1 4lo .50.0 .0.4 1+50,e a3.9 .50.0 ae.s LEVEL R1 REINFORCEMENT&GLASS TYPES 14 ' 62 walom sae 253t7.28.516 +w.o-100.0 .50.0 462 ✓50.0 -77A "'0 .77.1 .50.0 -n.1 ae.50.o b11 .SD.0 .7 (REINFORCEMENTS SHOWN IN FIGURES S.! v Pmdew M.517-25516 •50A -01.6 -WO .M5 .0.0 -674 •50.0 459 .50.0 45.81+50.0 a5.0 •50.0 -57.4 ABOVE APPLY TO ALL FRAME TYPES& a.mm sae 20.017-M516 •50.0 a4.5 -+wo a92 .W.o ao.e +w.o 1 aa.7 +w.o sA +11.0 s,e r5o.o s7.a CONFIGURATIONS) CtA one %018-20.016 -60.0 -70.5 +50.0 45.4 +00 46A .50.0 1 44.0 .50.0 M8 +50.0 a28 +50.0 -52.6 sh u.l I6928-18.015 .50.0 -77.0 •5aD -632 .510 -54.1 .w.D a1,11 +50.0 9 A +50,0 40.0 +w.0 -50.0 Tdk' 30.517-41.266 +500 41.7 .50.0 47.4 +50,0 a 3 +50.0 46.1 +50.0 a5.0 +5D.0 31.9 +0.0 a21 Ewtl48e 38.517-m.518 .50.0 d&1 .500 .74.1 .w.0 45.1 .50.0 4A.3 +50.0 A28 +w.0 a9.e +50.0 a2.1 75 Luslom 6aa N.517-38318 +50.0 EB.e •w.0 -T3.7 -50.04N.6 -50.0 42.8 rw.0 d23 +w.o a9.8 +w.0 52.7 Cuatam Sae 31.517•N.518 •w.0 a0.7 +w.0 a8.5 .w.0 .57.3 .50.0 a5.1 •50.0 -54.0 +50.0 .53.8 +w.0 52.1 Slendad P.*- 29.925-31.516 +w.0 -77.0 •w0 L].2 •50.0 a4.1 •w.0 -51.8 +500 -wA.+w.o 500 +w.o ao.0 & Ewdale 40.017-4t2w •w,0 -Mt •w.0 45.4 15D0 19.3 1100 -510 +w.0 -528 .w.0 s2.6 +w.0 a02 PRODUCT REVISED Gramm sae 38.92B-40.o18 .50.0 .77.0 +w.0 412 •5o.a s1.t •w.o -51.6 .w.o aoA .w.0 ao.o •w.0 aa.0 complying lviN the Fltpi4a Be.33s a4wnsae 41.zsa •wa -n.D .w.o d3.2 .sao a4a •w.o ave •w.o -w.4 .w.o aoA .w.o ao.o nuimiapC6dn (6-O 14.08 Ac cp 40 a Na SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. r;1•,, pimlioo Daml) MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45.072 `_f ;'! R.*a d DY: Date:Fm Re54eton: . u mpi tB146a. " R.,Wd BY: Date: Ravlalon: Lk(I NOTES: _ -- Orvrn By: ®T OeOcApu- 1)USE THISTABLEFORALLWINDOWS INSTALLED THROUGH iHEFRAME' � DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. ��'t•• -t'-Y-�1 °-. 1070 TECHNOLOGY DRIVE TIU.: Gals 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. l.a;�I >' N.VENICE,FL 34275 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 (941)-480-1600 Sedea/ModW Scale: SMeL• DrOrtng No. Rer. 3)FOR SIZES NOT SHOWN,ROUND UP 70 THE NEI(T AVAILABLE WIDTH OR A.LVNN MI LER,P.E. DH-5460 NTS 6 OF 12,_• MD-DH5460-01 A HEIGHT DIMENSION SHOWN ON THE TABLE. PE058705 COT.OF AUTH.029296 i TABLE 5: ay..717..r -Seah Bml 9aaA- FI0?'I De41➢n PreeeDre PBertA1. ' >,••+ De dpuga tar 9bga . .d,im wage®YdDdow H gA1. WMowBuc9WIdU( 6- -Hdau SAawe RaD9 16 r.:: '21" 32 �;3ff':'-. d0„•: 48 62125-'• o '".24 E q.ikf 11166; .65.9. 130.D+65.0-130:0 -ssb-130.0':45:0.1300 i65:0'F770A +659 r12i.o..165.0.:41211 md4rd - " 51 CwlaO"` 13,617=16,616�K5,0 430.0 +550 -1D0.0""600-P31.0 s 0=,V., 445A'170.0 b54:i116,0'>65-0,';fW.O' 38 Equa6.11la - 11511.-13S1A :+fi5.9 •130:0:+SSA•130.0 +65A.430.0 a6S.0+A3QQ iP4 c130.9 +65.0-130,0;.66.0, 6t d gprMiiv 11166..11.616',650 :1300�+650-130,0 '.fi5.0 7300 a65:0 71300 "65.0-130.0 650=13D.0 +65.11 -123.0 T1a1' 71517 24.091•i660 1300 40 130,0 165-0 1300 450 Y70.0 +660 .63.0' fP50 103,0'"65Q HEADER 61 M NCah 0e 19A17 21,615:•660 130'0 a650 110.0 f65.0 1700 1650'.t700 650-1J0;0 650 115.8'"660 :108.0 37376 Eq a5ke 15017 18.Otfi- +fi50 1300'+65.0 D00 .660 1700 ssa Y90.0 650 130A +150 1207, '4660 10B:Q P" 6b ded Proxew 11577-15.016 a66.0 130.0 .660 10og "SSA 1300 +65.0-1300 650-130A ffi3.0 121.1 165 0 1109;0 23 SAarteat 11166 17576,'+660-130:0♦65:0 1300+65.Q-1300'+66.0-1300 60.0-133.0 65.0.Vao +660'-1129 TOP TaAut 29577 71516.'45.0-1MA'4ESA-1341 a660. 190.0.+65.0 A100 65.0;1 ,0 ,150�116.0,65,0`SW.T SASH Oomm5ko 26Sf 7.29615 +15AP-130.0.660-130.0+66D•1J0,0 f65.0-1700 a65.0 130.Q+E6.0:-IH4 "660 ir93.7 HEIGHT 6kMaN Caaepa 23917-7 6516 +fi60-130.0+600 130.0 .65.0-1J00'a66:0-1700 650-130,0.+6SA-1p97+15.0 :A60' O MEETING RAIL H EquW:ke.: 20517 23516 +650 r.1-3a0"65.0 1300 65.0-1700 650:1300 650.730.0.6$0 10A,3 -15.1 -97.3 26 Custom tilde - 1B016 20616 -4650-.1300 +6S.0 1300 165.0.-1]00 6S 0'-f]00 +650 AM' f650 109,3 -660:.9a.1 Sl.nd.NP,W.w 11517 I80/5 :.660 .1300 .65.0 1700 + -0•1]00 650-1900 + .D 650 430_G -1057 4650 -SIA shul.w 11108 1L616 ,a66,0 130.0+65,0 1300 +6SA'•1J(L0 465,0•1300 +650 130.0, 650 tHill .660 107.1 P T91e1 27617 35141'45.0 1300+55.0 1103 +6,0 -1065 +6SA 4051 650 105A +650.100.9 .650 M.6` " S1ad.NC Oa3e- .2J517 27616:1950 1]00 fffip I]00 "fi5.a.•17Da-#s o'rI]pa 650 130:0 53P IP17''f650 410 .IAMB' 23 25 . Eqd-p'; N617 23516 �650 130.0-65'.D 170q 6SA•I70A a65.0'-17D0 6SA.1300 650 1021-+650 -91.9 48 61aMerd PmA"w 18.016-20.516 "fi5.0 1138.0+S5.0.13DL +65.0.130.0 f65.0 4300 +65.0-1311) +650-10L1 "65A,:-912 � BOTTOM Cullom 9hd- :1l517-,18.075:.a6S,0'130;0.65.0..13P.Q,465.0-120.7..65.0-128.7 .650-128,7+65,0:1H.7:t"65,0'43.6' - a, SASH �- Lualom 6W 71617,44.616 "660-130A.+SSA=120.7'.+65.0'•109.0'+65.0 d07.9 +65.0-107.9:7fi$.0-107.9'"65.0.i96.9 HEIGHT 9 9w.., ,11;7fi6.11316.'+650'cl]0.0+65.0:119;1 +650:1P7.6 +660-1061'165.0-106A' s..0'-106A 74T-1021 1 "T.hst 30.617-36.70 ✓_65.0•130.0.+65.0 joH0.9 466.0 :906:'.65:0 56.4 +65.0;:96.3 '+ -0 c•116.3 n65.0"40A S1a d dC ne0e-.'2751T%70.616, :"650•139.0:a 65.0 17aA"65,Q-11,11 i65,0.170.a .65.0•1M.0',650•1a11'.669._=91-T f Cu 1 Sh 26117 2T516 ,i650 1306+Mfi '79a0 65.0.-1700 +65,D-mo I ff50-0]0.0 11'60 1005-+65:0`�:2 `` Equ ND. 21577-24.516 "6fi0 W4 +65A 1300 66p.1300 55.0-1300 550-130.0 0 fppl +650-AOA SILL 49.625 9laMmd pNAaw 18.016.21.616 K60 1]00+65,0 'U00'"66.0 4300 +65.0•1300 650 170.0 af50 1010'a650 .901 �p Fv,1sRWR Ltittgmsl:.. ".%517.1e016}6sD'1311 16 1 12a,1 •65.0•1171.6s.D-tt61 65.0,H6.1.+650 1033?ss.D A2.o --aualom Ska +119,17-f1:51fi::a65.0_t30.0 afi5.0.-1129'a65.0-100.6 f65.0 -9a.8 .K5:0 -98.7:+650 :9a,7.?6SA. SOwmal :11166-11.516 "55.0-130.0 465.0 4H.8."65.0-39A 55.0 -97.5 a65.0-;TT:7 765.0 913'f66.0"�91:3 _ T.tla.t ]6.517•J6I +65.0'I70.0 +65.0-110.9 e65.0 d65 +65.0 -96A'+65:0 -%-3 +65.0'AMA .6S,0 '-021 ' M,Mwd Coon, 34S17.38516 +65.0 -130.0 4B.0-111.9 16y.0 A9.6 +d60"97J 65.0 -97.6:a650 41.4 �6y.0"A0.8 Calydm sli. N.SIT-3td% f660-t70.0+as.D-1iLa a65.0-109.9 .65.0-1069 .6s.o•tae.9 650'd9.9-;is- as:1 SECTION DETAIL�FOR-WfNDOWS WITH Egm9Re 2051T+MAID -GSA'AAA 166.0 AW(l,65.4 426.T +es.D-1263.",fi5.9-tlss K5.0 A9.1','165.0 -75.1 LEVEL .REINFORCEMENT&GLASS TYPES 2.4 s2 LWlam Slx. a05f7-7BS15:.6AO.vo.0 +65.D-12D.7 a560 400a s65.0-107.9 +6SA•107.9.+6SA -04A .65.D - (REINFORCEMENTS SHOWN IN FIGURES SIaM.rd Pmlew 72517-25.516 +fiSA •128,2+6s.0.107.0 +65.0 -94.3 a65.0 .922'e65A "•91:7 '+65.0 Af.O !66.0'''A0:1 ABOVE APPLY TO ALL FRAME TYPES& Cuelam 9ui 20.01T•22fi16 a6SA-118,3 .65,0 A7.8 +65.0 A5.1 a65.0 .82.2 +659 AM 165.0 A0.9 +fi6.0 A0.9 CONFIGURATIONS) Cd1lam Sue 18.016-20,016 +65.0 411.3 +66.0 .91.5 1-55.0 40.8,465.0 -76A 165.0 •74.0..765.0 -13.6 .fi5.0 -7J-6 Shmldet .16.928-18.015 a66.0 407,9 1.66.0 1 ABA 455.0 •76.8 765.0 -T2S'-f650 1706+65.0 -70.D +65.0-To0 Tolint 38.517-41166 .65.0 414.1 1 165.0 1-94.3 -65.0 -81.6 .65.0 -783 a6SA -77.0 a65.0 J6.0 a66.1 Equal-Tda W517.38.516 a65,0•124.7 +65.0•10?8 +660 .91.1 .45.0 .80.6 a65A'-87.9 ♦65,0.A3A -66.0 •729 _ 75 Cgamm Sue 34Z17-36.516 a66,0•114,1+65.0-1032 +b5.0 -20.6 .b5.0 A7.9 .65.0 -822 45.0 03.J 165.0 -72,9 Custom 9ha 31517-34.516 K6p-117A+6SA •93A i65.0 A0.3 +65.0 -772 a6SA-7fi:6 +6SA .76.3 "65.a -729 , Slandnd PmAaw 29328.314516 +65,0 -107.9 .65.0 ABA .65.0 -76.0 a65.0 -725 +65.0 -10.6 165.0 CO 165.0 70.0 \ Egw-th, 40.017-41-266 a66.0 •111.3 .65.0 -91.5 .650 -7B.B 465.0 -75A 165.0 -74.0 +55.0 •T3.6 .66,0 •70.2 PRODUCT REVISED Cuamm Bu. 1B92B-40.016. a65,0-107.9 "65.0 -ABA a65.0 •75.8 .65.0 .725 a65.0 -T26 +65.0 .70.0 +6SA •70,0 .4di.a I0BN'ilh eta FlD[idA B6.]1A 01110m SW -411fffi a65,0-107.9 a6S.0 -0B.1 +65.0 •76.8 .65.0 .12.6 ,65.0 -70.6 465.0 .70.0 -65.0 •70.0 OutldtOB C-1 og A��lm 1W(6-O •sit)2D SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. - r � - RW,,d✓0i1 Opte.• R WN0n: IFma dt)MIN.BOTTOMSASH HEIGHT=WINDOWBUCK HEIGHT-45.072B act R.H..d W. Opla: Fevialon: NOTES: Daa<rov": Drc.n BY: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME - DESIGN PRESSURE TABLE J ROSOWSKI ai:e•ic. OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE VV.. Dab: ...... N.VENICE.FL 34275 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. �;'1;-4;-, � 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 1 i r f:111 Sdr3a lm da.. Safe:' Sheaf Drodn➢N.. Rer. ' HEIGHT DIMENSION SHOWN ONTHETABLE. -' A LYP.E.059705 p� CERT.OF'AIRH.#211298 DH-5460 NTS 7 OF 12 MD-DH5460-01 A HBO DOW IN OU2030 OR go- HBO NO 0 re mml��o®®®aaooa®a®®ooa0000aooa®a®®aooaa®aa�®®®®o®ao®®olu®oo®®®�®oaoa®©® a on on mm nooaaoaa.�aa©aaaaoaaooaaaaoaaaaaa®�����aaaooaaaaooaoo©aaaaaaooaa o�o�aaaoaaaaaooaaaaaaaaaoaoaaaoaaaaaaaoaaaooaa®aaoaaoaaoaoaaaa000®© ■�oaaaaaa®aaooaooaaaaaaoaaaaaaaaeases®��n��aaaaaooaaaaaaaaoaaooaa o aaoaooaaaaoaaoaaaaoa®oaaaoaaaoa000aoaaoaaaaaaaaoaaoaaaaaaaaaaoo aaaaaaa000000a0000aoa.oaaaaa000a000aoaaoaaaoaooaaaaaaaoaooaaaaao o aooaaaaaaoa®aaoaaoaoaooaaaooaoaaaaa000aaaaoaaaaoaoaoanoaaoaaaaa �r�oa000adaoaaooaaaaoaoaooaaaaaa®aaoaa®aoaooaoaaoaaaaaaooaooaoo©aa ��aoaaaaaaoaaaaaaaaoaaaaoaaaaaaaaoaoaaaoaaaaaoaaoaaaaoaaaaoaooaao s oaoaaoaooaooaooaooaoa000aoaaaaoaoaaaa000aoaaaaaaoa®aaooaaaaoaaa o o�aaaoaoaoaaaoaoaaaaoaaaaooaaaaaaoaaaoaoaaaa�aooaoa®©aaaaaaaoaaao �000aaaoaa000aoaa0000aa000aaaaaaaoaaaoaaooa aooaaaaaaaaoaaaoaaoa a��aaoaa000aaaaaooaaoaoaaa000aaoaaaaoaaoaaaaaooaaaaoaoaaaoaaaaaaao ��0000a000a000aaoaoaaaaaooaaaaa00000aooaaaoaoaaoaaoaooaaooaaa0000 �a�aaooaoaaaoaaa000aaaaaaaaaaaaaaaaaaaa®seas®®aaaaaaaooaooaaaooaao � aaaaoaaoaaooaaaaoaaaoaaaaaa000aaaaaaaaoaaaaaoaoa00000aoaaa00000 0aoaaooaaaaaoaaaaoaooaaaaooaoaoaooaoaooaaaaaoaa0000aa0000aaaaoao aaaoaaaaoaaoaaoaaaaaaooaaaaaaaoaaaaooaaaaaoaaaaaaaa000aaa noun oa o �oaooaoaoaoo®0000aaaaaoaoaaaoaaaaaa®aooaoaooaaaoaoaoaoa0000000aa sooaaaoaa0000®aaooaooaaoaaoaaoaoaa00000®ooaaaaaoaaaaaa000aaaaaaao saaaoaoa000aooaaaaoaaaaoaoaaaaaaoaaaaaooaooaooaaoa000000aa000000a � aaaaaaaaaaa®aaaaaaaaaaaaaaaaaaaaaaDaaaaaaaaaaaaaaaaaaaaaaaaaaaa � aaoaaaoaaoaaaao®oaaaaaaaa000aaaaaaa000aaooaaa000aaaaooaoaaooaoo �aooaaoaoaaooaoaaooaoaaaaaaoaaaaoaaaaaouoaaaaaaaoaoaaaaoaa00000a so�a0000aooaoaoaoaaaaoaooaaaoaoaoaoaoaoaaaaaaoaaoa0000aoaoaaaoaoaa maaaaaaaaoaa©aaaaaaaaa aaaaaoaa000aaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa o aaoaoaooaoo©oaooaaoaaaaoaaooaoaaaoa000aa000aoaaoaoaoaaaaaaoaaoo �o�aaaaaoaoaaaaooaaaaaaa0000aoaaaaoaaaaaaaoaaaaa000aaooaaaaaaaoaaa �a�aaooaooaaaa®aaaaooaaaoaaooaoaoaaaoaaaaoaaaaoaoaaaaooaaoaaaaaaoo �o 0000aooa0000aoaooaaoaooaooaa00000aaoaoaooaaaaaaoaaa0000aoaanoun ��aaaooaoaaaoa000000aaaaoaoaaaaa0000aaoa noun aaoaaooaaaaaooaoaaaaa a��oa000000aaaaaoaaoaoaaaoaa000aaoaoaaaaa000aaa0000aaaoaoaaoa00000 sa�aaaoa000aoaaoaaooaaoaaa000aoaa0000aaaoaaaaiaaaaaoaaaaoaoaaaaaaoa � aaooa00000a©ooa000aooaaoaaoaaaaaaaaaaaaooaoaa00000000a00000000a s �000aa000aooaooaaooaooaaoaooaaaaaooaaaoaaoaaaoaaooaaaaaoaaoaaaaa aoaaaooaaaoaooaoa000aaa000aooaaoaoaoaaaoaaaaaoa000aa000aao nun oa oaooaoaaooaaoaaaa noun oaoaaaoaoaaa0000aaoaaoaaoa00000aooa00000aa oaooaaaaaooaoaaoaooaoaoaoaaaaaooaoaoa0000aaa00000aaa000000aaaao ��aoa000aooaoaaoa000aaaooaoaaooaooaaoaaooaoaooaooa00000aaaaaoaooao ��M�aooaooaooaoaooaopVaaaaaooaoaoaaaaaoaaa©aoaaoaaa000aaaaaoa000aoa t( ►� 0000aaoa000aoNOUN �oaoaoaaaooaa0000a000aaoaaoaooaoaa000aa0000aoo i* � m�oaooa000a000000aa000a0000aoa000a000aaaaaaaoaoaaooaoaaaoaaoaaaaa 0000aaooaoa000000aaaaoaooaooa®ooaoa000aoaaoaaoaoaaaoaooa000a000 a �0000aaaaaoaaoa000a00000aoa00000aaoaaaaooaaooaoaooaoaaaooaaaaooa O��aoaooaooaooa000aoaaooaoaooaooaooaaoa00000aooaaaaooaaoaooaooaaoa �000aooaoaooaooaooaooa000aooa000aaooaooaaoa0000aaooaooa00000000a ma �000000aoaoaaooaoaa00000a000aaaaaaooaooaaa000aa0000aa00000aoaaoo WHO HBO�e0� OEM I0��0��0��0��0�����0 ® 77QQt/aQfiaQQQQnoQanQaaoa aQaoQaiuoQiuQ®®®QQYQQaDiE O11Ei®OQnOQaaElaOQ®aaQaQQ n�anaannnaaonaonaaonanoanaanaonoaoaaonanaaanooaaoaaaanno0naaaaana Ii 7�ananQOannceNguuuu®QQnQaaQai700HUUHUU OUHDUU U ilQn®QOOuuuu uuuuQ©oQ® anaaQaaQ©aQnaaonQQnna aaaaQnanQannaQnnQQ®Q®a®aaaaaQnannnQnanQQQn IMM n�aaaaaaannannnonannDADanaanonnoanoaaaanannoaonaoaaanoaaaanannano n ::an©onQn©nnno©©QQnn©QnnaQUQQnonnnn®nuQQnnQQnnnnnnn©Q®Qno©nnanQnno nnOn©OaonnnaonaononnQaoanQaoonnnan©nannoan®oan®aaan©naaaon000®© o �uaaoanaaaaannanna®nnaQnanann000nnaaoononnonnnoanoannanoanaoanQnna QaaanaaQnQ©nQQnQQnanQ QQaaQaaaQnnanQnnnaQQa E7QanaanQQanQaQQanQann HHo©HD©©aOHOHUN©®HHUU©OGnOO®DdDD�HHHHogOHH®aOHGUoo©N©uuuunuHNN® ESLSG1 QOaoDOEioQnElnOQ®E3QE1©QDQ©QnQo00uu �7000n00anEtQQQn®Qn©O�non000Qn©0 ©unnnNunnnaannnn000naaonnaaaon nun onnananan6]®anpnnoaonoaaQaQQnnn f nRanaaaonnQQanonnoanoanOnnnQnQnnOQOnppnnnn�IQnaaaEBanQonaoonoaonnno H©OaDUau UU0 ®®Hun ananOOFn7U®HOOD®®00E�©uunu®GU®DA00®00000©DEalURB � 1ID1 nananannnnaanaonnanonnanaannao®aonoonanaonnanoaooaanonnaaoQoan HnnoQaanaonnanonnonnQQaaQQOanna®aoanaaanan®naanaQnaan ODDanaaQn onanaonanan®nnannnnnooaaoQn®InonnnnnnnnaQoan®annaannanGnnQnoanan [uiononnaDo®on®nnElo�ioonn nnanaonnR7noon®nnnnnon®oonoOannnoDoonOnQnQ© QnaaQaanQnannannnnnnn QnanQnnnaannnnnannaQn nnanaanQOnnoann anQnQa 0®OOgG NDODN®0®©GdGDOD nuou".�©®©00®�®©®G00®�®Da0©O©OGNDA0®R 0©©000 onaooaanaonaFJnooaao0n onnoaQQnnnannnnanQnnn QnannaanQaonnQnannnna Ftla nnannaanaanaaaoaHHHHH nnaoaaaaaonaoDonnaQao nnaanaona nunOnQanQoao �lnnannoQnannonnoonaonnQnanQOElnnnnan nun nnnannnoanaanaonovnonnanna 0nnanaonnannnnnnonoanonaaaanOnnannn0nannnnanoannaonaQaoOnonnQnno nnun oanQQn nun Qann©nna nQOnQOa nun nnnnnanQnQn®nanoo naa ooannaonanQa nnanQaonnannnnanonQnnnoanQanonnQnnnnnnnnnQnonanannoann0nnanQnao a �nnnnnaaoanQnannnnnonn nnanaaanaananoannnnnn HHHHHHnaaoanananaQnan nQanaaaQQnQaana0QnaQn noaaaaQQaaQnnaannQna®nQaanaannnnnnan a®anon ®��©nnonann©nnaanannnnnonaonanQnnnaaaonnnaoa©nnannannnnaaOnonnooaa 7nnanQOanannoQnanannnQ nnanaaananaaaaonaanaQ anannaanonnaannanQna© nnannaan®nnQaannnannonoanaaannnaonaQDnnnannnannannoannnnnanonna 0ananQaanQaao Elaannannn naanQaaaQnOananaaanaa QnannaanonnaanQnnQnaO 7nnannnnnQnnaanaoa nun onaanaaannnnannnonnnnnonoaaoanonnnnoannnnan 7 nnonQoananaoonann nun n nnanaaanonnnnnononann anannaonoQnon©naaQoao HHOOHONHHUHGOn©onOHHHDHoUHUDDHONHOODOHHUHouHoUNUUHNUHGUGGU©HUNG �7a000QOOQQOQaananQagQo aQOaaaOnaaaaaQonQaaQa annnQaaQnOonOnnanaana itE397naanaoannnanaaQ��_inannoanaaaannaonannnonananannananannoaonaonan < 1 nnanoannQnaaanE7.0ID, onnannaanQnnnnaonnQnonnnQanaonaonoanonnnnQo 115:1o<�anaaaaanQOQaanQanoOnaanaaaaanannoanQOnnannanOanaHHHHHHDoaanQaoa anannaanOnunL�nQON 8ODn anOnnaanaannQnonnnaao anannOnnoDaaOnnannanQ JOnaaaa nnnaQnnnQannan©nnaaQannQaQnOnn nQQana anannaannnaannnaaQann �aoaaaananaooaaaaaonaonnaoaananaaaaaonnnananaaonoaaanoaaonaoonoao aaananoaaQQnonQaaaaonaaoaaoaaQaaQanQoaaaonaQaoaaaaaonnannaoQaaa OaaaOaaaanaoaOQOOQOOn OOOOaOOaaOOaannOOaaan 0000aaaoananaoaaoaaaa .. MITI ME AN10 MEMO- j . .. 3.483' -T{ 3.487 0. .063' 3500 --- .063' -�IOf-�-.063- �OI+--.083' ��--•- .062' ��►- .062' I 2.444' 2.444' 1.483' 1.483' 1.483' 1.483' �D ado❑ a�000 La � L o a o o � _0 1L� _ .125' .625'0 O HEAD GE FRAME FIN FRAME EQUAL LEG FRAME •625' .625' T,70FRAME HEEAD .375' O HEAD HEAD 4.376 FRAME SIELL O FRAMESILL 1483- .-I 3.483' �{ 3b00' 3.600' 3.500' 3.600' -►�F� .062' T -�j�-+-- .062' -��-- .062' �-j� .062' .082' QII 2.444' (IIII u 2.444' o 1.483' 1.483• o 1.483' 1.483' ��oo❑1 r�oo❑ oo❑ 000 ��oo❑ L kl � ❑ 1.375• (D SiNL RAME O FRAME SELL 1.375• ;FJAAINMM gE 10 JAMBAL LO FRAME '65 1.375 11 FMME JAMB 6T 12 JAMBGE FRAME L � L 1.641' T I I T 1.215' 1.376- 1 I 2.100'-+{ 2.176' 1.412' 1.565' 1.375' 1.375' -1-II(�����-}��sy�I lu( .590' - J .471' .590' 7, .035' +�, .070 .050' .050'.06 .070' SASH STOP I LIFT LIFr RAIL BEVELED BEVELED 15 KEEPER HRAIL 16 SASH RAIL 17 DH SAS BALANCE 18 SCREW COVER 79 NTE OCK 20 INTE OCK COVER 21 INTERLOCK 22 NTER OCK COVER ' �I 1.649' i .318' -►{,301' 1 PRODUCTREVISED 864' I '-1- as complying wish O�n Florida .754' .050' 1.628' Daept®Aailpl.Code -7- tcc 1G0 1¢. .035' -} :. fc;ration Data Revised By. Data: Reriaion: By 73 IG BEAD 81 EXTRUDED SCREEN FRAME 14 TOP SASH PULL RaHeed DY D.I. Revielan:, 1 I 1.185' I 1 I I__L. 716' ® DeacApf(an: Dtnwn B (^[yI�1�J .s1o• L( WINDOW EXTRUSIONS J;OS, ,0fi0'JJJ}}} ���T .060 u J}�J O60' 1070 TECHNOLOGY N.VE CE,FL 34275 AOe:. Dale: I` DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 O LIGHT SASH �1STANDARD SASH OHD SASH C941)-4B0-1fi00 - 23 REINFORCEMENT 24 REINFORCEMENT 25 REINFORCEMENT +::+`'� Seriee/Nodel: Scala: SheeF. D-l",No. Far. .. _ ALYNN;M':l' P.E. CERT.OF AM.#29206 DH-5460 NTS 10 OF 12 MD DH546O-01 A . •�• P.E.d 58705 TABLE& Bill of Material I # Pad# ,Description Materiel i`• 18 1 620113 rams Head- -C annel. - -PVC i 2 620114 11rame Head-Flange - PVC 3 820115 Fmme Head-Fin -PVC i 4 82011E lFrame Head--Equal Leg/Box PVC 9 - 707D TECHNOLOGY DRIVE 5 820105 Frame Sill-J-Channel :PVC 1 N.VENICE,FL J4275 6 820106; Frame.Sill=Flange -PVQ (941)-480-1600 7 620107 .Fmme Sill,Fin.. -PVC $ 620108 F@me Sit)-Equal Leg/Box :PVC 'CERT.OF AUTH.#29296 9 620109 Frame Jamb-J-channel P.VC &5 - I 10 6201f0 Frame Jemb-Flange PVC j 11 620111Frame Jamb-Fin -PVCz 12 620712 Erarrle Jamb-Equal LegBox PVC II 14 620171 :Top;$ash Pull(opt.)• PVC 88 MITERED FRAME WITH 15 620140 Keeper Rail - PVC INTERIOR AND EXTERIOR 18 620120 $ash Rail(Sides,Top 8 Bettom) PVC 87 FRAME WELDS 17 620134 Balance cover PVC 18 18 620133 $ash Stop/Screw Cofer- 'PVC 40 OR 42 43 19 62015E Lit[Rail Interlock 6005 T5 AI 20 620144 Lift Rell Inleriock Cover PVC- 21 620157 BBLeled interlock 6GOS T5 AI 81 OPT. 39 N/A FOR 1501-50 DP UNITS i- �•`.� 22 620145 'Beveled Interlock Cover PVC _ 23 620150 Llgtit Sash Reinforcement 6063 T6 AI 44 _ 24 620151 Standard Bash Reinforcement 6063 TB At �• 25 620152 Hp Sash Reinforcement 6063 T6 At 10 30 8 644 Weatherstrip,.187'x.270'Fin Pile - SPIRAL BALANCE az 43 �• 31 OCIMO Weatherstrip,.190'x.300'Foam Bulb 1 OR 32 61719 Weatherstrip,.187'x.220"PolyPlle CONSTANT FORCE 40 BALANCE 33 61825 Weatherstrip Plug,.220'Finseal 4D OR a2 43 'N� 35 78X1MTTT #8 x 1'Ph.PH SDS(Interlock Mounting Screw) SS 9 38_ 720210 Weep Hole Cover. PVC ! 0 39 720185 Till Latch Reinforcement Clip PVC 18 40 720)0= Constant Force Balance 80 41 78)34PPAX #8 x 3/4'Ph.PH SMS(Con.Force Balance Screw)1 SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX#B x 1-1/4-Ph.PH SMS(Spiral Balance Screw) SS SCREEN t NOTES: ASSEMBLY 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2)J-CHANNEL FRAME SHOWN.PARTS#1,58 DE TAILS OTHER FRAMETYPESAPPLY. 38 f i 3)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EMRUOER CODE. FRAME +i 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 6 T. ASSEMBLY 5)ITEMS#13,26-29.34.36,37.65-72 8 84 ARE NOT USED AND ARE NOT PARTOF THIS APPROVAL., '•( DETAILS EXTERIOR ATTACHESTO ®• •�` ""PIVOT BAR,#60 ReHsed 6y.- Oat°:. ReN.ron: PIVOTB R, NEXrS EET Revised By. Oat.: Rav/sf°n: - PRODUCTREVISED ;d7. ?'r`i rplg ih om F(mky �•- Dexr/At1°n: Orawn BY: Building Cbd Coda BILL OF MATERIAL A(BOM) J ROSOWSKI C{ Na 16 0 og nD°: Date: DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 Mien, aria T 1 SeH °del: Scare: c.Sh7 Orew7n9 N.. !`,•A:LYNH�fI4LER¢.E. DH-5460 NTS 1 OF 12 MD-DH5460-01' A a,9.#sa7os TABLE 8,CONT.: 61 OPT.PULL BIII of Material,cont A` 63 HANDLE , #. Part# f Description Material 45 720197 Auto 0 Look echamsm C t f ^ ' 46 720198&9 Sweep hock Cast Zlnc 16 18 47 72Q195&6' Auto Lock Corer Assembly Cast Znc : 48 76X118OPTX N8 x 1A/8"Ph:FH SOS(Auto/Sweep Look Screw) SS 1070 TECHNOLOGY DRIVE 49 720200 Auto,and Sweep Lock Keeper Cast'Zmc N.VENICE.FL 34275 50 76X94PPTX #6"x 3/4"PH.PH-SOS(Keeper Screw) -SS 73 X4 (941)-480-1600 51 420181 UR Beveled Tilt Letbli Comer Key PVC MITERED FRAME WITH ATTACHES 53 INTERIOR AND EXTERIOR •' CERT.OF A11TH: 29296 52 420182 UR Pull Rail Tllt Latch Comer Key - PVC �.. FRAME WELDS � IK- 53 7634PHFL"#S x 3/4"Ph.FH SDS(Plvit Bar&tilt Latch Screw) SS To BALANCE 54 420183 Tilt PVG- \ 55 420184 Tilt latch Retainer PVC, 56 720207 1"Tilt Latch Spring SS fi0 -. OPT.SWEEP LOCK 57 420156 PlastMetal Tilt atch Finger Pull PVC - 60 so 18 48 11 OPT,AUTO LOCK 58 720192 Metal Tilt Latch Finger P011 Cast Zinc 59 420180 Pivot Bar Comer Key(Top&Bottom Sash) PVC 53 , 47 60 720206 Phpf Bar(Top$Bottom Sash) SS OOR 58 4g 61 7101/7102 ITop Sash Till Latch(L&R) PVC 4e i 62' 76X12FPTX WE 112'Ph.FH SOS(Top Sash Tilt Latch Screw)' "SS 51 5z 63 720191. Sash Pull Handle(opt.) Cast Zlnc OOR 6 ! 64 78X34FPT #8 x 314"Ph.FH SOS(Pull Handle Screw) SS y 5 73 720136 I.G.Bead -PVC , I i 22 74 Backbedding,GE 7700 or Dow 791 Silicone TOP SASH ' I 75 71684&5 Setting Block(7/8'x 2"x 1/8"),85+/-5 dum. EPDM. ASSEMBLY 80 61012 Extruded Screen Frame 'Alum DETAILS EXTERIOR' I I 35 81 80775 Extruded Screen Spreader Bar Alum' OPT •ATTACHES OPT. ' 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC LIFTRAIL TO BALANCE 21 83 72045 Extruded Screen Spreader Bar Clip Alum 4 INTERLOCK 8BEVELED 85 7CASPM Tenslon Spring SS COVER ® INTERLOCK&COVER 86 61816C48 Screen Cloth _Fiberglass 20 15 87 61635/61624.140'Screen Spline(MachlnelHand Rolled) Vinyl p 73 X4 1 I 54 : 4 53 ATTACHES II 53 19 TO BALANCE' �'• ���. 60 59 0 /\ t 16 OPT.PULL 53 HANDLE Rerlaed W. Gate: n. ::i�;%,' `• � 6316 t Reroad ay. Dote: Revlabn: PItODUCTREVISED . :.as—Iplyin8 wilh rha Florida N ,ipu— Drarn 6r ft.16g0.& BOTTOM SASH BILL OF MATERIAL B BOM J ROSOWSKI - AcmPan«Nat6-o714.oa ASSEMBLY �.• r f Ex Non D- 2ozo Dace: DETAILS nee: t 1Oa.•�C:�`•': BY EXTERIOR DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 5adea/Modal: Srn/e: Sheee D,vMnq No. Rer. "•i�,'t" •.ATTACHES DH-5460 NTS 12 OF 12 MD••DH5460-01 A A.LVNN'AluL h,P.E. TO BALANCE y P.E.#58705 S