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HomeMy WebLinkAboutProduct Approval (2) ti a `{ ;,-,. > a. 54 LI BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicati, ic)1,id a Y _ '; " Product Approval L-J, 'USER: Public User Product Approval Menu > Product or Application Search >A lication List> licaYi etail (^ � k FL # (:FL14705-R 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 or Listing Certification Agency Miami-Dade BCCO - CER Validated By Miami-Dade BCCO - VAL • • i 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 CP Approved for use outside HVHZ: Yes Quality Assuranc( 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_II _N( (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 r14705.2� DH-5460 Vinyl Double Hung Limits of Use Certification Ager Approved for use in HVHZ: Yes FL14705. R4 C CP Approved for use outside HVHZ: Yes Quality Assuranc( Impact Resistant: No 09/17/2020 Design Pressure: N/A Installation Instri Other: Please see Miami-Dade County Notice of Acceptance FL14705 R4 II lE (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 CP Approved for use outside HVHZ: Yes Quality Assuranc( M IAM I•DADE MLAMI-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.gov/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 05105116,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. RENEWAL o this c e has f his NOA shall be considered after a renewal application Inas been filed and they s been pP 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. AOMMOMMENIh NOA No. 16-0714.08 MIAMI-DADE COUNTY Expiration Date: September 17,2020 Approval Date: August 25,2016 �1 Page.1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. I5-0812.03) 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 Loadu1g 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 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. 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 Idahnis Ortega, P.E. (Submitted under previous NOA No. 15-0812.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rh 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,P.E. Product Control Ex none 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-51h 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 financial interest, dated July 30,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted 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 l - Product Control Exhmffier NOA No. 16-0714.08 Expiration Date: September 17,2020 Approval Date: August 25,2016 E-2 TABLE 6,CONT.: ,--61 OPT.PULL BIII of.Material,cont '•\` iP• 63 HANDLE # Part# Description' Material ez . 8, I. H�T 46 -72010T Auto Lac Meo an sm CjStee. t ;� T� . 46, 72019889 Sweep Lock CasfZne 47-- �720195&6 Auto Lock Cover Assemply _ :: Cast Zinc - - 48 76XI18OPTX#6 x 1-1/8"Ph.FH SDS•(Auto/Sweep Lack Screw) .SS. - �l 1Q70 TECHNOLOGY DRIVE 49 720200 Autb.and.SVreep Labk Keep,a cast - N.Vc71ICE.FL 34275 •- 60'�•76X34PPTX #6x 3IN'PH.PH SD (Keeper Sprees) SS. 73 x4 (941)-480-1600 ' _ R .. 51. 420181:UR Beveled Tilt Latch:Comer Key. :: MITEREDFRAME WITH i PVC tNERIOR ANDEXTERIO CERC OF AUfH.{2.296 - 52' 420182 UR PUII Rail Tlit Latch,Comer Key pyC ATTACHES -, S3 \ .\ FRAME WELDS 53 -7634pHFL ir6 z 314'Ph.FH SDS`(Pivit Bar$,tilt Latch Screw) SS ro BALANCE - .. 54' 420183 flit Latch PVG 56 420184 TIIt Lalch Retainer PVC. .. 56 720207 1."lilt Latoh Spring SS fi0 - OPT SWEEP LOCK OPT.AUTO LOCK 57 420186 Plastlo Tilt Lalc •Flnger Pull PVC 59 •` SO 18 48 58 .'720192 Metal Tilt Latch Flriger PullCastZJnc 47 59 '420180 Pivot Bar Comer Key(Top 8 Botlom Sash). PVC 59• - /' •l 60 720206 -PIwlBar(Top 8 Bottom Sash) SS _ �• 57 OR 58 \ I 61' .7101/7102 Top Sash Till Latch(L&R) `PVC _ 49 51 OR 52 - ` fit '76X12FPTX #6 z 1/2"Ph.FH SDS(Top Sash Tilt Latch Screw), SS, , 45 63 720191 Sash Pull Handler(opt.) Cast.Zinc -15 64 .78X34FPT #8 x 314"Ph.FH SDS'(Pull Hand le Screw) SS 73 720136 I.G.Bead PVC i I 22 74 Backbedding,GE 7700 or Dow 791 Silicone TOP SASH 75 7188485 Setting Block p/8'x 2'z V8"),85+/-5 duro: EPDM - ASSEMBLY r .. .. I 80. 61012 Extruded screen Frame 'A um DETAILS EXTERIOR :.i L. I•` ! 1 3s - .81 60775 Extruded Screen Spreader Bar Alum' �. .ATTACHES 82• 7CKGlB21 Screen Comer Key for Extruded Frame PVC' OPT' TO BALANCE ? 21 oPr. . :. .. LIFr"c .. �.B,EYELED •• '. 8Y7772045 Extruded Screen Spreader Bar Clip AIWI1' -O INTERLQCK& INTERLOCK' 85 7CA5PM Tension Spring - SS OVER: - c BCOVER . .. 86 ..61816C48 Screen Cloth Fiberglass 20; 16 -\\� � :••.. 87fi1635l61624 .140'Screen Spline(MachirielHand Rolled) Vinyl 16 . O 73 X4 0 54 .. - 4 ATTACHES �- 53 -• �•., i 53 _ .. 19 TO BALANCE` I .o O 60 64 59 16 . .. OPT.PULL I . ... S3 HANDLE Raimd By: Date: ReHsfon: ;.lit"+ i•:, 63 . .. .. .. Rorbed ey: Date: PRODUCT REVISED . coiSry;nxw;,h6.Fk fd BOTTOM SASH. Darn Cad, - I� �6 Aitepea«1dat6-0714•oa ASSEMBLY -BILL OF MATERIAL B(BOM) J.ROSOWSKI u Eap,mbn W e 2OZb ,.r.,,.. 1. DETAILS. . .. .... .. rue: Date: EXTERIOR DOUBLE HUNG WINDOW INSTALLATION-tfVl 05/15/15. '<<:�'J` MI: was 'TO ABALAN CE Sedes/Alodeh Sn/e: Sheet• Ormring No. - NTS 120E 12• MD-DFI5460.01 A• aLvr N' LLE�2,P.E. DH-5460 � P.E.p5tl705 I 1 TABLE B: ` f BIII of Material # 'Part# .Description Material to . 1 620 13 Frame ea9-X.Channal .PVC _ 2 820114 Frame Head-Flange PVC 3, .. 620115 Flame Head-Fin PVC 4 020116 Frame Head-Equal Leg/Box _ PVC B 0 TECHNOLOGY 2RIVE H 5 •620105 Frame Sill-J-Channel - - PVC 1 N.VENICE,FL 347 .. ,6_ 620108,. Flame gill._Flange _ PVC - 1 (941)7480-1000 .. i 7. .. 620107 Frame Slll-Flp PKC. i 8 620108 Frame Sill-Equal Leg/Box -PVC CERL'OF AUTH:d2929fi 9 620110 Frame Jamb-J-0hgnnel PVC 10 820110 From Jamb- � PVC., 11 820111 Frame Jamb-Fin PVC, It 82 1 12 820112 Frme Jamb-Equal Leg/Box� PVC .14 620171 Top Sasb Pull(opt.) PVC 86 'I•� MITERED FRAME WITH 15 620140 Keeper Rail PVC ' INTERIOR AND EXTERIOR' le 620128 Sash Rail(Sides,Top 8 Bottom) PVC i FRAME WELDS 87 ... ••.•\ `` 17� 620134 Balance Cofer PVC 1a 18 820133 Sash SIap/Scw Cofer PVC 40 OR 42 43 re 19 820156 Lift Rail Interlock 6005 T5AI 20 6.20144 Lift Rall Interlock Cover -PVC \ N/A FOR OP UNITS 21 620157 Beveled Interlock 6005 T5 AI 61 OPT. 39 i 22 620145 Beveled Interlock Cover PVC `�• 23 620150 Light Sash Reinforcement 6083 TB AI 44 �- 24 620151 Standard Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement - 6063 T6 At r IRAL BALANCE30 f11844 Weatherstrip,.187"x.270'Fln PlleSP 43 �:• 31 6C300 lWeatherstrip,.190"x.300"Foam Bulb •.. i CONSTANT FORCE O0 ' - se 617 i; 1,Wathers7lp,:1ST x•.2201 FolyPlla - ', - - RAI ANCE� 33, .61825 Weatherstrip Plug,.220'Firtseal I "4o OR 42 4a - 41 35 76X1MTTT t18 X 1"Ph.PH SDS(interlock Mounting Screw) SS 9 08 720210 Weep Hole Cover PVC 39 720105 Till Latch Reinforcement Clip PVC 18 40 720)O000( Constant Force Balance 90 41 7BX34PPAX#8 x 3/4'Ph.'FH SMS(Con.Force Balance Screw) SS 42 _ Spiral Balance 1 43 1 720205 Spiral Balance Shoe .. Nylon •• -- - i 44 1 78X114FPAX#8 x 1-114"Ph:FH SMS(Spiral Balance Screw) ss SCREEN' ,:E•-- - NOTES: ASSEMBLY. 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS 38 • ' i+;i' _ 2)J-CHANNEL FRAME SHOWN,PARTS#1,589.OTHER FRAME TYPES APPLY. FRAME 3)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO SE LABELED FORA"EXTRUDER CODE: _ 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7: ••- - '' ASSEMBLY a - " 5)ITEMS 013,2f 29,34,36,37,65.12 8 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. " DETAILS 1 ATTACHES TO EXTERIOR ;••• -PIVOT BAR.#60 Revlaed By. Date: RenWl r ® 'NEXT SHEET ReHaed Ry. Dale: a RODUCTREVISED . ..'r.. q:lYiaa wish em Florida A`� DexdPtton: .. .. D..By: .. 9uildinguae BILL OF MATERIAL A BOM J ROSOWSKI 716 //� c Date:. -.'�•`• f::(` r`�'.:. DOUBLE HUNG WINDOW INSTALLATION 05/15/15 c l Soria lodeh Scale: Sheet D—kg Na. Rer. ���'�':..• r;t - P. M1L9R.'P;E. DH 54oG NTS` '-'1 i OF 12' MD-DH54C30-01 A •A:LY P' � .E11587 i l• 05 ' i ' 3.500 3.500- 3500' 3.600' 3.483'-T•{ 3.487-►{ �^--- .063' - - -If-.- .063" -+Ir-.063` -- .063' -�H- .062' -^IF•- .062" . 1.483' 1483' !483• 1 .. .... ; ..I_ _ _ �Q❑_i..r� �(�❑ .... ... ❑ .. OQ❑ 1 483' o 2.4�• 2.444' r LLL � L � L _ I .I }{ANNEL .. .. .625' FLANGE FRAME r LJ ;...625' ... .520' I 1.376 OFRAMEHEAD - .r HEAD - 1,376' /3 F1NFAME.', 4 EQUgL LEG FAAME- p J-QNANNE' FLANGE - - r J:HEAD - O HEAD 1.376' O FRAME SILL FRAME SILL ' 3.483- )br- .OB2' 3.483'--r-{,...- 3.500. _. 3.500" 3.500' 3.600' � p62' L,,_ 062" 062' 062` 2,111. J, 2.444 ❑. 1.483. ❑ � 1.483' �� � 1A83' ❑ � � 1.483.ji ' 1.375' 7O SILL RAME �/FRAME SILL 1.375' O JEQUAL LEGIJ1MgRAME'. 10 JEQUAAMBL LEG FRAME _ •625' 1.375' 11 J•Ct4V4NEL. .62s, -F Q 12 FLANGE FRAME 1 r O FRAME JAMB r O JAMB yc:. 1.B41' 2.100' 1.472' 1.565' , .176 � I .065'- 1.375' 1.375'_ _ ., _ I I y dI -�{ .176' LLL111 +{II Ir -.1 .590' I - .471. T. .355 .07 .050' �_5B0' -1- ' . , J J A50` JJJ } FIN --..-I 7.000` Imo" -� 1.000' )+- ;... .060 .070 SASHSTOPJI FT RAIL BEVELED 13EVELED OH SASH LI RAIL LIFT 15 KEEPER RAIL 16 SASH RAIL 1T COAIV NRrE 18 SCREW COVER' 79 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER J- ' I 1•f(UGUCfREV15ED . � TT - _ ... fli lAinwsee Abl .035- --"'I-•-T I I 14 � Oa Flaltda `%'r,; Revise±W. D.t.: IG BEAD 81 EXTRUDED SCREEI4 FRAME TOP SASH PULL Re' vntl .715' 715' .81U' 716' WINDOW Oran" ... JJJ -- ��jy�.►6 WINDOW EXTRUSIONS J ROSOWSKI .060' .060' �.O6U' .�y.•., •,. - 1070 TECHNOLOGY 275 title: Gate: I ' N.VENir,E,'FL aa27s DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 - �23 LIGHT SASH e 24 STANDARD SASH 25 HD SASH '- (941)-480-1600 REINFORCEMEN7 O REINFORCEMENIT .O REINFORCEMENT' - ''7!M0.LE "� Sedes/Modal: Srnle: S6neE oro�ing N. - Rar. 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Q ODDODnD® DODDnDDDDQ D OD O DODpoAQDDDDODD DDDDDODDDDnDDDDL�DDDD®Qon�DDDDDnnD[IDDDDnDn O �DD�610 DD©OQDDDDODn DDna6.oDDnnnDonnQnnDDnu©nnnnnDQDDDnQQDDnnD�ooQnnn�.n°dDDDOQDnDnoDD �Q®®®M�nno®ownpon©®oo©®©®n000Qo©o�n®o©o®n©Sono©©000 FJDOnD®DDODDDnQODDD OpDDDononDDnoQnnDDDDQQnODDDnDDDDDiJQDDDDODD QnIDDnDDEJDDDE3lnDDQDDn�®EIE�®oDa®DD®nnD DnD uuuuuDnnDnDDODDOQDDDnOnD 000ao�oAaDm©o©n®a®oo�i®oounp�°�ano®000nD�QQoo©oDooQoa000 ooa000000©000 ®� usDD�L.DDnDDDDnDDDDDOL.O nnn�D©o�on00000000a°o�B Una�oununv©e000a® .- • -. • .. .. I TABLE 5: ot..1j...1 '.eal.m s..h emlOm Sam Final Dasl n Pleasure b 3.a. D..oApQan br pHm H.'pht -•. �. (I ) - . 9d6d n4 R.gIN.w Bang C1 .. .'..'WMwv9uct WNOi( . NeIpMhl$hgwn " i ..65.0'1,8 24'i . 3.2 40, uaM.. 11166 :130.0 .65.0 4,130.0.66.0 ,13 0. +..-6 56.002 1-2f50:21.00 i,E-dC.Bap 13.517.15.516 75.4 .130.0 .55.0'430.0 .650'-130.0 .5 .130.0 45.0 430.0 .65. -16 fi50 i1900 4650'.70.0 1650 130.0 .50 1300 +6 2B a i57 6.0 o 130.0 1.66.0-130.9 - - SlandvdP,Wew 11566.11.615 +65.0 1300 +65.0 1430.111 485.0 AMA 650 430.0 .0.0 1700,.a65.0 130,0 1.65,0 1.123.0 • T.9 t 21.517-24.691 +fi5.0 rlma 65.0+1300 65.0 •730.0 550 1 0.0+660 930 155.0 10d0 1s5.0 •K0 HEADER ' ' 1 - IerdeN Collvpa ,16.017-21:516 +65.0 130 0 65.0.;1700 6S0 -p0.0 '650'1300 i65 D 130:0.+E6.0 1195 +66.0 -108,0 � O - 7T.376 Equa4lEe 15017.18.016 +6i0 430.0 65.0 1 A30.0 .65.0 .130.0 46S.0 1300 i650 1439.0.165.0 120.7 1+56:0 .100.9 """' '' 'Sindiid PfdwoW A1.517-15,M6 +65.Q rD0.0 65.0'4300-465.0 .130.0 65.0•130.0 465Q-130.Q,•+65,0-121.1 465.0-103.0 ... . 9h0nesl 11166-11.51E.65,0•130.0 i65.0-130.0 1650-•130.D,+65.0-1]00 +65.0-130.0 45.0-1300 .650 217.8 TOP .Ta9ast" 29S17.31.516 4650.130.01165.0-130.0 465.0,1310 16i0 1.130.0 4650-130.0.4650-HU +6SD-103.1 ..SASH . 'Cvrtom Sl2. 25517.29.615, +65.0 430.01-.65.0 1439.0 .65.0-130,0 +65.0-130.0 466.0 1-130.0 4M.0-111.4 1 i65.0 49.7 HEIGHT _ - Blanch CCWp, 23AI7 26.516 +610 131A .650-D00 4650-130,0 650-130.0 .650 1310 465.0•109,3 +65.0 99.0 MEETING RAIL i N Equ.F01. 20.617 23.6% .55.0 300.6SC-1300 65.0 A300 650 130.0 .650 1300 f0.0 1003 .65.0 -97.3 cob.file. 10,016 20516 465.0 1300 650-1300 650 .1300 650 130.0 1650 1334.66.0 1093 165.0--NA 25 6tindnd P,... 11.517 180t5''465,0 1300 65.0-1300 65.0-130.0 650 1300'+6f0 1300,465.0'105.7 465.0 44.1f 11166 11576.:.66Q 1300 65.0•1300 +650•130.0 650 130.0 .650 1300+65.0, 119E -95.0-107.1 P 1 - - TeOM - 27.51)3510 i650 1300 65.0.1153 .650.1065 650 105:1 i650 1051'.651 100.5 .65.0 A9.6 StMwd Coa.9e 23.SI7 27516 .65.0 130.0 66.0 4300 466.0 .130+0 +6f0 130.0 4650 730.0 4M.0'101.7.650 51.0 JAMB 23� Equtl M.• 20.617 23511..65.0 430.0.65.0 -1300 .0.0.1309 .65.0 110.0 +650 130.0:1f5.0 102-7 .65.0 .91.3 la 25 4B bYondard Pn" 1s0/6-20.616 .65.0=130.0 iU,D,1300 465.0-130.0 .65.0-130.0 +65.0 430.0'+E5.0.104.1 +650 -13.2- IX76R- BOTTOM ' Custom Sh. '1{.517-18.015'IN -130:9 +fi6.0..130.0'.65.0-120.7 +65.0-128:7 .65.0:1283 4E5.0.-104.7 .65.0 :93.4 (� SASH c C.-ski 11517-1d.S16:i860 .130.0+M.0.120.7 465.0 -109.0 .65.0.107.9.,.65:0-10T.9;"'.50-107.1".165.0 •KB 23 HEIGHT g shM..1 11.256.11.616 '.66.0"•130.0 +650.'.1%4 155.0•10T.6 +65.0-106.4'r650 1.106,4 1165.0-106.4 .66.0-ImTI q 23 Tellenl 30.517-36766 +65.0-130:0,+65.0-71 D.9 +66.0.190.6 .E5.0 S64 .65.0 1'.96.3 1165.0 -%3 +65A'•90.6 SMndeN C00.9e 77.517•30.516 166,1)-130.0 LS-0•-130.0'465.0 1.130.0 .65:0-f30.0:465.0 A",0 .65.0.102.1 .65.0 .91.1 - C oiom S64 " 21.111 21,111 .660-130.0..0 .130.0 .65.0 I-uo.0 I.ss.a-130,0 T65.0 1410.0'.65.0•100.9 .65.0-.90.2 Ew&lhe. 21.617 24 5161 165A-1300 +65.0-1300 4650.1300 . .I)•130.0:4959 1300"+65.0, 1007 195.0 -90.0 SILL - 19625 St.W"Pmww 19.01fi 21516 46.9 4300 650-:1300 . 0.130.0 650 130,0 +650 1300 465.0 1010 65.0.-90.2 .. .. 65 �e BXiF o 14517 18015 .5-0 4300 10.0 420,1 65.0 1.117.2 650 116.7'.4650 116T .65.0 1033 65.0 ,920 � ' CuslOm Sba` 11517 74516 65.0 4300 6504129 +650 1.100.6 650 1 A&B -+E50 987 10.0 SBT 65"0 -95.5 "- - •Rf¢lul •111G6,I2516. 165:0-,1.0.0+E..O-11::0 46.0 =99.4.161.1 77S' .6_9 9L. .+din-97.3 PESO.;97.7 .. Tilasl 36.517:36761 165.0 -130.0+65.0 1-11091 165.0 AB.S-+65.0 95.4':165.0 -963 465.0. -914 J�56.00.4 6 6laodird C.e.9. 34.517-36.516 .65.0•131.1.465.0 AII-9.S.0 -99.6 .65.0 -97.7:♦65.0 -97.6-.650 -91A 8 Coil.in sic. 31.517.34416 .650.130.0 465.0.121.5 .65.0•109.9 -t0Q9 .63.0-109.. +650 -09.8 4 -SECTION DETAIL FOR.WINDOWS WITH _• Eg Alit.' 28.517-31.516 .65.0.130.0 .65.0 A30.0 .65.0.120.7 .65.0-12B.7 165.0-t79.5-46S.0 -09.4 t LEVEL-R2.REINFORCEMENT&GLASS TYPES 2-4 ' 62 Qulom fil2e 25517.28.616 .66.0-130.0+650-110.7 465.0-109.0 +65.0-10/.9 165.0-I07.9 e65.0 -09.B4 (REINFORCEMENTS SHOWN IN FIGURES S1iW.d Pine.w 22.517-25.515 '4fi5.0 •128.2 +65.0•107.0 4650 .94.5 +65.0 -922 .65.0 .91.7 .55.0 .31.0 4ABOVE APPLY TO ALL FRAME TYPES20.011-22.516 166.0 .119.3 .6510 .970 +65.0 45.1. .65.0 .022 .65.0 -61.0 .65.0 .80.9 9 CONFIGURATIONS) ' CdslOm Slag 18.016=20.016 +66.0 .111.3 .16.0 .91.5 .66.0 •78.8 ,65.0 .75.6 10.0 -14.0 +65.0 -716 .65.0 .73.6 . _ - Shmell 16.928-19.015 +05.0 •107.9 4M.0 -03A 455.0 -76.8 .65.0 -72.5,1 465.0 .70.6 465.0 Jail :65.0 -70.0 ' Tea 38,517-41166 165.0 4U.4 +65.0 .94.3 .65.0 -81.6 .65.0 .70.6 1+65.0 -77.0 .65.0 -76.8 •.65.0 -72.9 EquM51. 3&517.38.616 465.0-1241 165.0.1014 165.0 .91.1 1650 -88.6 +65.0 -07.9 +65.0 -03,4 .66.0 •729 . 75 cu.Mm Sl. 30.517-36.516 466. -124,1 +65.0 -103.2 +65.0 .90.6 .65.0 A1.9 .6f.0 .811 .65.0 -031 .650 .72.9 Cuslamsb. 3liS17.34.516 .E6.0 •113.0 ♦65.0 -910 .65.0 .003 .65.0 -71.2 +65.0 -11.1 .65.0 .759 465.0 •72.9 51.nd.rd PrWo, 29.928-31.616 465.0 .107.3 ♦9.0 -0B.4 .65.0 -75, .65.0 -72.5 465.0 .70.0 .65.0 .70.0 Epu A. 40.017.41265 '.+65,0,.111.3 .65.0 .91.5 .f&13 .70.0 .650 -75.6 -65.0 •74.0 .fi5.0 -13.fi .65.0 -70.2 - PRODUCT REVISED .. ._ _.._........ _.. .. ._ .... 84... _-- - -- -- to Cauom 96. 38.92B-40.016 .65.0 •107.9+65.0 -0B.1 K5.0 -75.8 1fifi.0 -725 .65.0 -10.6 +65.0 •T0.0 +65.0 -70.0 riildi.3 odx91h0 Florida _... .. .. ._ __.._.. ._ .. ..... .._.. - G dinguN - 86176 NetOm Slag -I1166 .65.0-101.9 165.0 43.1 .65.0 d6.9 .65.0 -725 .65.0 -70.6 .65.0 -70.0 .65.0 •70.0 � � Acicepavci NO((o`O .Q�_ SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. '" '' t-iraeiu.Due "MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45.072 •� •'--?1� ,i; '<; R.WWd W. V.I. Rede70n: By Aiiati ed. R.v7aad W. Dab: Ravbton: NOTES: .. - W /yal�. ® Oeecrtpl7on: D.-BY: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME _ 6� (�1 -IG DESIGN PRESSURE TABLE ROSOWSKI OR INTEGRAL FIN. I-' 1070 TECHNOLOGY DRIVE 7711a: OaN: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N.VENICE.FL 34275 DOUBLE HUNG WINDOW INSTALLATION NI 05/15/15 ...; 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR -'77::l I•1 Se7re Nadal: Scare: SheeH. Or¢Mhp Na R..r. HEIGHI DIMENSION SHUWN ON THEI ABLE. A.LYNNMII IFR. .E. T (1F 1 .. - , P.E.0 S8705 L rxr.of Au7b.gz9zse DH-5460 N,S 7 .2 INID.DH546p 01 A - I TABLE 4: . w.0 rylw•o mpem saw Balan Final Ueaign PressuT6(10a611) ,,2.341 Dganr9m7?rdKm ,sa:nHd9nl. - ntri,ar.a �rpo®Woiei`' Pnm5 M1. - uxnaw•euas vnen . br•em Htlpnt Shoin 1e� ..21.� 32-' '59.. 'K-! �48 52125 24 - E 11256 .mA 1000 50.0-1000 50,a 4000 500.AMS +50a 1000 +5Dg 920 50.0 -No ' -, 6+enBad Cdh9e- 13.517 15516 .50.0 1000 •500 4000 sJ.o Aoo0 500-100.0 K00-1a0.0 *500 690 +50,0 42.0 2B gadLla 11317 13,516 :50.0 1000 50.0 7100 50.0;:100 w0-Iao:O 5Do 100'.m0 i00 •m.0 -Manor P4w7sw 11,2w 11516 .50.0 Imo 50.0-f000 m.o':7000 •50.0-100 500.1omq'imA /00.0 1500 -94A •. ..Tsllwt 2T517-24.891 150:0_100.0.+50,0.100.0 .50.0.'io0.o •W.61m0.0 '56a .53.0 :500 .79.0:f50.0 i-74.0 ' 'HEADER . _ 'slaMaN Cptlsoe' -lE:an 21516'-50.0-100.0..50.0-100.0 •500 17 0 500.tool) 500 t00.o'•Soo 45,8 23 n.375 Eawwm' +5,o1r 1 me .Sp;D loon.so.o-100.0 .mD-tm9 so.D-1oP.o 0 7oo.D.�+wo beg+m,D -»a :.36.0 100 �500-Joao .50.0-t0a0 SD.O:1a0.o m0 100.0,✓AO 4a5' t'J0.0'd7A men 'Slvl + 11256-11.516 +%a.1000 .50.0-1000 .50.0-15FO +m.0-100.0 500-10.b.-+w.a.BOA . ' - •- Idlest 29:517-31.S16 'KO.a-1m.0 •50.0 .0.5 -%a•-mA +30A 820 •50.0-'aa-+w.o d29.+m.0 '74.0: TOP. . . -. '.W1Wm STae ` .�517-2aS, .Sao-1m.0 .0-i00.0 K0.0-loan K40''-tp0.0+w.0=t00.0.50.0 aB.B +mA'-T12 SASH . S[aOdva T'dla,7e-.23.517-2a516 .Sao-100.0 15a0-10.0 •w.0-+0A +m.0-I.. K0.0-100.0.w.0 -Tat :m.0'AOA HEIGHT - .. :'M Tip7a141e 20'317-Z3516'+w.0-1DD.0 ! 0-100.0 •m.0•too -50.0:'1 1 ;99] •w0 -T1:4 •sa0:49.5 0 MEETING RAIL 'QgldmSha' 78.016=20.518.•50.0-7w.0 .5Q0IOa,O •50.0.Joao •m.0-1000 'A.0-1(q.P•50o ae.1 +m.0 -T0.1 24 Sid,ddd Pi°Mew' 11517-1B.075..50.0 d00,0•w.a-100.0 +m.0 b7.e +50.0 07.8 ✓A.0 -9/.8 .50.0.ass •w.0 61A p . - snwW .11W.11.5J6 +60.0-Imo Kao-100.0 •50.0 .06.3 •500 M.3.•50.0 46s;15Do 45.6 .50.0 -70.5 •.•_ •...'... . •.• +m.0 -75.1 .500 721 iw.0.a4.0 ..... " - .0 5a ba5 +m.0 -T8.1 m.0 -75.1 TdI1s1 ,2I.M7,31141 Ka. 106. -+ 0 megald Cghae' T].517-27.516 '�50.o-10.0 .50,0:-100.0:+5a0-10.0 .50.0.100.0 .5ao 64.3 •500 72.6 •50.0 .65.0 JAMB 23 24 - --E 11e" N.517-23519 .5a0-IM. +'a -1000 +5D.0-1000 150:0-I00.0 mA -94.8 .m.0 -73A +m.0 64.7 46 BlOnddd PlWevi 1e.01a-20.si6-:; -tw.0 .A,=100.0 .Xa.10a0.60.0�-1110.0 w0 bS,4 .50A -74.4-.50.0 a.0- � EXTTF-.Spin. BOTTOM. .T?omm She J4.517 10.015. +w,0-100.0 +50.0 BB7 .50.0 -91.9 •50.0 51.9 50A &1.9 •50.0 .71 B -sa E6.7 (� SASH .. Cmlem Sue 17.517-11.518 •m.0-1w.0 :SaO 692 K0:0' -T/.e :m.0 -n.1..m.a •77.1- +50.0 -n.T+50.0 0.1 0 23 HEIGHT 6bM1e9l t11w-11.518:-.50.0-10.0 +w.0 ,S.3 +50.0 -76.6 .50.0�=TBA +50.0. -T6,0 +m.0 .7e.0'+50a •n.4 23 rdl t 30.517-36:7m .sop 4S .60.0. .797 +w.0 -70A 150.0 65.tl w0 '-01 :50.0 48.8 .50.0'64.7 q slwn !CoKMo 27.517-30 510 •50.0 100.0+50.17-iD00 -50.0 4B5 •50a ;9e:tl 500 -050..500 729+m:0 Cuebm Su. 24.517-27 518 +500 +000 w.0•1000 +m.0-100.0 000'IMD 500 43.6 +00 72.0 +m.0 a4.1 Q E;7,-V; 21517-24573 Ko0' 100.0 m,0.1000 -Sao.JDD0 •500-100.D'500 433 :ma 719 :m.0 64.3. SILL e 49625 51-mdard PmJvn +e 01B 21.516 +SOD loco .m.o-1000 500•JD00 K00 100A 500 A40'•W, TL, +W.O ±L4 ._ •. . pnlan She ft.517 16.015 •50.0-1000 •So.O 415 +500..a1.7 •500 '47.1 500 dial •m0 738 60.0 65.7 - .. QslBm Sire-' 71.611 11516 .m.0 48.1 '•50,0 60A m0 -71.9 w0 a0.5.'+mo T0,5 -Na 70S m,0 68.2 1126a I1516 +m.0 952 K00 -T9s w.o -T1.a 5a0 . +50.0 "'Tallest' 36.517-36.767 +%a�615 K0.0 -792 !m.0 -703 -K0.0 6B.B'KO.a 66;8 •m.0 68.T 1m.0 59.0 .. Slendad Odto9e 31.517-3S51fi :50.0 65.1 +mA 60.0 •m.0 -7f2'K0.0 �.B .m.0 �.7 •50.0 643 +m.0 37.7 . Chsbm She 71.SI7-3/.515 •m.0-100A Ka0'ae.e •m:0.-785 •50.D'-n.e .50.0 '-77.9 •5D.0 64.1 tm.0 sea SECTION DETAIL FOR WINDOWS WITH 28.517-31:516 •w.o-tw.D•50.D 4e.7.+».o -91A •so.o 4t.B.s o a5.4 .So.D-63z •50.0 :5s.5 LEVEL R1 REINFORCEMENT-1 GLASS TYPES 1-4 62' a3tan S.. 255t7-28.576 •5a0-toD.o KD.O a62 .m.a -n.a •m.0 -77.1.•Sa0 -77:1 fm.D 61.2 -%0 56.7 (REINFORCEMENTS SHOWN IN FIGURES merm,aPmMew .22.Sn-2551s sao -ete .w.o a6s •so.D 67.5 •50.0 .610, •m.0-:65:5 .mA bs.o •m.D s7.4 ABOVE APPLY TO ALL FRAME TYPES& Y. Callan sm. 20.017-22516 im0 61.5 .500 �.9 .50.0 4o.e +m.0 ae.7 •w.0 a7.6 •m.0 ar.8 +m.0 :7.9 CONFIGURATIONS) .. •Gnbm She :,•leaw 20.010 '600 49.5 •m.0 a5.4 +m.0 4fi.3 •w.0 d/.0 •m.9 328 •w.0 52.8 •w.0 62.9 - �..,.., 1e92a-laD15 .50.0 -no •saD m.2 .w.o -51.t •w.D st.e .w.o sos .w.o 60.0 .w.0 Ea.o dksl ;36 517-41266 K0.0 41.7 +m.0 47A -MA -M.3' 150.0 �.i +50.0 .65.0 •m.o .9 -500 s2.1 EWoNa< 39,517-36.516 :50.0 49.1 •w.0 -71.7 •w.0 4i5.1 +w.D :ms +w.0 a20 +m.0 68.8 i50A -52.1 r5' Cael0m hue" 3/.s17-3a516 +50.0 66.8 K0.0 •73.7 +w.0 414.6 1mA -62.8 .50.0 -02.3 +w.0 a0.e +m.0 ,32.1 , Sue 31.517-N.516 •50.0 a0.7 +5a0 46.5 5-o a7.7 •m,0 65.1 '•m.0 a4.0 +m.0 .53e Slnrri rd P.Jew 29.B2a-31.51E •w.0 -7r.11 •50.0 43.2 •m.0 d1.1 +w.0 51.0 +w.0 a0.1 •w.0 50.0 •m.0 -50,0 .n1 IO.a17.41.266 •50.0 -79.5 .50.0 65.1 +m.0 •w3 +50 .54.0 .50.0 .52.0 .50.0 .52.6 +50.0 a02 .. , PRODUCT REVISED . .. .".•.:. .. .• •: .. CLslein'Sue 40016 W. nro 5aa N2 •.a b1.1 w.a S1.B 3u.M alA w:0 -w.0 m.0 40.0 ' .; ., �62n_ + ;; nmplying aiN We FII{Hde . _ '• .. - '''tla.3ie" "'Ulilad$ua "'-41.2se 'iw.0 -77.0 .m.0 672 K0.0 6/.1 •m.0 61.0 •m.D -w.4 +m.D SD.O •m.0 50.0 I4uildinPCnde )b-071Q.08 SEE TABLE 6.SHEET B FOR ANCHOR GROUP AND QUANTITY. .. Acuple0ce No Pim°n Da e' 9IJ1D "MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45.072 Fevhed l3Y Dd.. Revialon: - - ReriaSd BY: DM. Reri4lon: NOTES: ® DESIGNSOW 1)USE THISTABLE FORALLWINDOWS INSTALLED THROUGH THEFRAME - '.,l•'.� Y I•C Drvrn By: PRESSURE TABLE' J RO SKI OR INTEGRAL FIN. - "' 1070 TECHNOLOGY DRIVE; RDe: Pa101 . . . .. ..'c ".. '`: N.VENICE>FL34275 - 05/15/15 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHTISAS PERTHE FIGURE. - - DOUBLE WINDOW.INSTALLATION N ' .5 Dea: HUNG sB9r°.DO s7leaL STALLA ore,rnlg N9. I Rer' 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR - A.4YPNE.pS 05.P:E• a zD6 DH-.546Q NTS e(1F 12..,.. MD gH5460-01,. A (Bt1) 180 1 "'•" """ HEIGHT DIMENSION SHOWN ON THE TAdLE. LERT..OF Al1T1I:12 i 3/4'NOM. -�{ 3/4'NOM. �+-- • SILICONE HOT-MELT BUNL STRUCTURAL SILICONE STRUCTURAL 3/16"NOM. 1/8"A GLASS 1/8"T GLASS , POLYISOBUTYLEN 1/4"NOM. FOAM ' .wITH DESICCANT WITH 1/2"AIR SPACE 1/2"AIR SPACE. . DESICCANT ., ._ . . 1/8"A GLASS 1/8"T GLASS. .. EXT.GLASS EXT.GLASS - - 1/2"NOM.GLASS a EXTERIOR �. aEXTERIOR L 76-79 BITE TYR 73.. 74 INT.GLASS INT.GLASS KODISPACE' SUPER TM GLASS TYPE 2 EXTERIOR s1 75 TG 4SG TPS �'SPACER�NXT GLASS TYPE 1 38 30. • IG� Q�� .ALUMINUM - 3/4"NOM. 3/4'NOM. REINFORCEMENT POLYISO- DESICCANT FILL AREA TYP.GLAZING DETAIL . BUTYLENEVINT.S.LASS 5/16 NOM. .. 5/16-Now SEAL 16"A GLASS /16"-T GLASS BUTYLB' LICONE SEAL 3/ - 3 _. DESICCANT ROLL-FORMED '• 3/8"AIR'SPACE 3/8"AIR SPACE .. - STAINLESS STEED .._. FOAM \ .. ... 3/16"A GLASS ._ 3/16"T GLASS L EXT.GLASS 1 - - EXT.GLASS .. a EXTERIOR EXTERIOR - . 78-T9 78-79 INT.GLASS DURASEAL® XL EDGE- 79 SPACER 78 SPACER GLASS TYPE 3 GLASS TYPE 4 Part# Description Material 'PwUbUCT REVISED , 78 Komme ling 4SG TPS 3 acer S stern vm:Ra<Iwdc P Y See this Building Co3c 77 Quanex Super Spacer nXr with Hot Melt Butyl a u: ^<«mm�<er» Sheet for ReHaed er Dale 78. Quanex Duraseal Spacer Materials JR 05/05/16 A)ADDED SPACERS 79 Icardinal XL Edge Spacer "II" tat,nd R.Hsad Sr. Date: REFERENCE TEST REPORS:FTL•8717,8988&8970 • T ReNefa: 6 IY 16 GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Age: GLAZING NOTES: � ' N.VENICE,FL 34275 DOUBLE'HUNG WINDOW INSTALLATION-NI 05/15/15 "A'-ANNEALED T=TEMPERED . ...., ... l (941)-480-1600 .. Sae, 0 No A.LYNNML ER P.E CERT.OF NIrH.� DH-54 S.QF 12 MD-DH5460-01 RaA PEA 6370t D r .- DESIGN PRESSURE RATING �,MPACT_TLAN",3VARIES PER RBINFOROEMENT 52-1/8'MAX.BUCK WIDTH LEVEL,SEE SHEETS 6-7 -�-I 28-11e' .. _ B;SEE,�,_I_,_ -► 52-1/e'MAX.BUCK WIO7H . SHEET MAX.O.C. 12"MAX. " � 52-1/0°MAX.BUCK WIDTH � SEE SHEETS IIL��' 1-1/4'SEE , .. B,SEE - :28-1I8' SHEET3 A SEEr_ - o. T PSASh VJSIBLE 12'MAX. SHEET4 889 I j ++ QI 521le'MAX.BUCK WIDTH I�.--- . SHEET3-� �MAX O.C. 12'MA%. 1 I DTH -LIGHT WI a,SEE2&1/8' �J I _ L _ ,.I I. 86.338' SHEET3+ "-i�MAX,O.C. 12'MA%. 'SHEETC. 4. . i�, •� A,SEE( - IT - 12"MAX I TOP. MAX. SHEET3.`. I __ --- 1 I .I 60UALLY / SASH BUCK A SEE .. ^•:_ / - •) 15.'i 12'MAn:O C.:HEi T l SPACED I VISIBLE, GH *'HCLT9� Ef14ALLY I 5.112'MAX U.0 ANCHORS PER 1 / LIGHT - I / i TABLFS.911 I HEIGHT` EQUALLY 15,112'MAX.O.C. 'I / SPACED 84' ANCHORS PER. I. TABLES 9-11 X _ I ANCHORS PER X i 62• X I_ ( BUCK "X II'�� TABLES91111 HEIGHT 84' I I '�J. MAX .. ( - - _ • _ I AX. — T -I— 10'MAX,jO.C..HEIG T I M II —� AS SHOWN -.O.C. BUCK 4 '10"MAX.O.C. X IX HEIGf1T - _ j I _ _ .. -�1.. ( l._...__ S SON. - I 13.807'MAX.Q.C. j L:_._- Ii,X !1 .3 MAX.)LJ .) _ "EQUALLY _ 113,.00T MAX.O.I:. '�pUALLY I H �13:8 MA%.U.C. EQUALLY ._-/.-_-- / /////yp'VISIBLE SPACED T SEE y1 SPACED" 1 I_L SPACED , / LIGHT -�— ANCHORSPER - - SHEETS I / .0 ANCHORS PER I ANCHORS PER TABLES 911 / 889 TABLE5911' A TABLES 911 - I / HEIGHT A� 1 I 1^ I I I. 8-12'MAX. •6-112'MAX.. 6-1/2'MAX -1 •1 NO ANCHOR SAT SILL _ NO ANCHORS AT SILL }I 8 _ NO.ANCHORS AT SILL SEE SILL WEEP D+.--�J 1-1/4' 'I SEESILLWEEP- B....-'J SEE 9ILL WEEP- B+� J `\I SEESILLWEEP- � S4"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS-, I `_. NUTCH DETAILS, _ 'BOTTOM'SASHVISIBLE `+`NOTCH3ETALS, SHEET3 SHEET4 1 'SHEET3 LIGHT WIDTH SHEET ELEVATION FOR TYP.'FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION E.QR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE_FRAME SHOWN WITH STANDARD.COTTAGE CONFIGURATION SHOWN WITH EQUAL-CITE CONFIGURATION 6HOWNWITHEQUAI-LITECONFIGURATION' SHOWN WITHORIELiRROVIEWCONFIGURATION FOR CUSTOMC07TAGEdoNFicuRanoNUPTo ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT TABLES 8-10 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) .. i NON-IMPAC"f'RESIS"PANT DOU8LE1-IUNG WINDOW GENERAL NOTES.......................1' 1)THIS PRODUCT41AS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF,THE FLORIOABUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVLiZ).' - ""' 1 "':• 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,. ELEVATIONS 8 ANCHOR ELEV - FRAM ' `• ''3)FOR MASONRY-APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI'-OADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.......:.....................2 � •... , � INSTALLATION.FLANGES CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INST ' "4)ALL•INOpD'BUCKS'LESSTHAN'1 A/2'THICKARE TO BE CONSIDERED IX'INSTACLATIONS:IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX,INTEGRAL 3 DEPICTED AS�X ARE1-1/2'THIGI(`OR GREATER.1%AND 2X BUOKS(WHEN USED)SHALL'BE DESIGNED`ANDSECURED TO PROPERLY TRANSFER LOADS TO THE STRl1CTURE.W000 BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATIONS THE RESPONSIBILITY OFF THE ENGINEER,�OR)ORR ARCHITECT OF RECORDE(AOR). ANCHORS ........................ •- B)'ANCRDREMSEOWNT'TO SASE MATERIALS ALLBE UEYOND ALC 0 EESING OR'STUCCO:USE ANCHORS'OF SUFFICIENT LENGTH T'O ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION AN GLA'.NG DETAILJ-CHANNS 5 ' �^- "' "' ""--' "'• SHOI7CD B:SEALFD.;OVERALLSEALINGIFLASHING;STRATEGY FORNVAT£R RE%fSTANCE'OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE.OF THESE INSTRUCTIONS. DESIGN PRESSURES -7 �"-.,;.",011l.98ALFD.;OVERALL-SEALINGIFLASHING f •' '-"-"' 6)1/4'MAX.'SHIMSARE REtSUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT is NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-9 EXTRUSION PROFILES................10 7)DESIGN PRESSURES: I 1' A:NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. _ 13POSITIVE'DESIGN-LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. ORIDA B: ASSEMBLY(FBC), N SLIST...........11-12 STANDARDS l '8)YHEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT •2%T,FLORIDA BUILDING CODE(FBC),5TH EDITION BEENWED IN THE DESIGN OF THIS PRODUCT.THE 1.6LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH •ASTM E7300-09 PRODUCT REVISED - RUCTION �................_ _..:....._..,...„.... .. ...OTHER-DISSIMILAR MA?FRIA.LS SHAI:L MEET THE RF,OUIREMENT§OFTHF.F�QRI08 BUILDING CODE FORCORROSION RESISTANCE: eALUMI MANUAL, M 'V C0^'PIT'nft Oa itoAQs' FBPA NOS-2012 FOR WOOD CONST I 9)METAL•BUBSTRATETOMEET MIHAI;LMNGTH AND•THICKNESS REQUIREMENTS PER CGRREAT FLGRIDABUILDING OODE AND TO BE REVIEWEU BYTHEAUYFIORIIYHAVINCiJUNISUICTION. •ALUMINUM DESIGN MA LAD •201U '&nlding Coc I 1o)REFERENCES:TEST REPORTS PTL-8006;ELUO ULTRACdN NOA;ELCO CRETEFLEX'NOA;ELCD AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,L-fD WrIIYE 8 BRONZEILIGH'fER .g151-S100-O7IS2-2010 \.upreuce41( SHADESOFCAPCOATED PVC'EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NOS 8 ALUMINUM DESIGN MANUALEcQa 11jAPPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL yaRev9ADJR 05/05/16 A)ADDED SPACERS 13,TO SHEET 5. USER INSTRUCTIONS: t Re Ged ey De1e: ReNsfen: 1}DETERMINE THESITE SPECIFIC.WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ACE •r, .,.:........ .,. -',•_c)DCTERMINE THE MOSTSUITABL.E ANCHOR GROUP FROM TARIF52 ORIAr,CORDINGTQ,T,HE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOW S DESIGN Description: D PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW b ® GENERAL NOTES St ELEVATION JROSOWSKI i OPENING OBTAINED IN STEP I. ' ' IK�� .. 4)twT RMINE THE ANCHOR QUANTITY FROMTABLES 6 OR 7.VERIFY THE ANCHOWSUBSTRATE,Y.ALL MEET REQUIREMENTS LL.. 1070 TECHNOLOGY DRIVE nu.: EJLR*L� FOR YOUROPENINGSCONDITIONFROMTABLES2OR3,ANDTHATALLMIN.REQUIREMENTSMOMTHISSHC-ET-SET ARE MET. N.VENICE.FL 34275 DOUBLE HUNG WINDOW INSTALLATION-NI 5)INSTALLAS PER SFIEE'f 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. - (941)-480-16DONOTE DESIGN PFIESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TfPES(J CHANNEL,FLANGE, YNN MILLER E - -INILU -IN OIL'EQUA�LEG/BOA). AL ,PSenaa/Model Scale: SheaL .. Dmnjn9 No.CERT. of AUTIi.gze2s6 DPI 5460 NTS. 1 OF 12 MD DH546 TABLE I:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Oloes Frame Table# 9fieet#. 'Types Options Description(Listed from Exterior to Interior) Oaneg s Installation Optlons that may be used 1 3/4"I.G.:118'A Exterior Cap+UT Air Space t 1/8"A Extee 7_orCap 4,5. 8;7 - ' '' 2 314 I.G.:1!6"T Exterior Cap+1/2"Air Space+1f8"T Exterior Cap.. '4.5 � 6.7 . .. a Fig e4 )FoEqual-Lfte. Into 2X Wood FremelBuoksttlp-shoBt.3,option 1 (se B) (see e4,$ 8,7• Flange -4 Through the tame .,Into ConcretelCMU•sheet 3,option 2 3 3/4"I G.:3/4'A Exierlor Cap+51W Alr Space+3/16"A Exterior Ca EALED (#2) of the windoR ,.-,through lXBucksldP lydoCmcreta'CMU-sheet 3,option 3 4 314"I.G.:3/16"T Exterior Ca +3/8'`Air S p ace+3/16"T Exterior Ca 4;5 6,7 -r TEMPERED P P P ....Into Metal-cheat 3j option 4 _ ....Into 2X Wood Freme/BuckstrIp+sheet 3,option 1 . _ .. Oax_/„ Equal-I-Ite, Through theliame :Into OoncratefCMU=sheet 3,option2 'Equal-Log 1 4 OdeUProMew of the vAndow...... through 1X Sueketdp Into ConcretefCMU-sheet 3,op0an 3 ' _ TABLE 2:ALLOWABLEANCHORS THROUGH THE FRAME •: (94) &College ....Into Metal-sheet 3,option 4 Group Anchor Substrate Min.Edge. Min. _ - - _ Dlnce EmbedmenC Through the ..,.Into.2XWoodFreoelBuckettlp-sfieef4,optionb )' -Channel Equal—, Integral en.....: ,,,.Into Mel at. eheal option? P.T.P Southern Pine(SG=O. 7/1S - 1-4 OdeVPmNew #10 SMS - Steel,A38• Will" 0.050' (#I) - 8 College Through the frame-...Into2X Wood-FreinalBuckalgp•shoot A,option 6 . .(steel,18-85.$. ••_ .. y8" MIN.OF THREADS of the vAndow...... ,..Into Metal-sheet 4,option i A or 410'S.S.), " Alu)hlAm,6063•TS• 3/8"- .0.050 BEYOND THE METAL .. 'r Through the ....Into 2x Wood FremelBueksldp-ahpet 4,option SUBSTRATE.FOR .. Equal-Ute, Integral En...... ....Into Metal,sheet 4,option 7 P.T.Southern Fine 5G=0. 7/ 51-EEL STUDS, .Integral Fin t-4 .11%proNew 3N8'steel-Ultraeori Cdncrete(min.285 ksl) 1'. 13/6' MIN:Fu�5,K$l a - F - B 9 Cgtte a Through the frame.--Into 2X-W--d FranelBu_cksldp-sheet 4,option 6 Ungrobled CMU,(ASTM C•90) 2-112' 1-1/4' - MIN.Py=33 K51+ of the wlndoR...... ,,,;Into Metal-sheet 4,option B P.T.Southern Pine(SG=0.55) 911 S' 13/8' UNGROUTED CMU' #12 SMS Steel,A36• 3f8' 0,050'. VALUES MAYBE 8 (steel,18-8 S.S. USED FOR GROUTED FIGURE B:FRAME TYPES or 410 S.S.) Steel Stud,A6$3Gr.33• 3/8" 0.0451 (18 Ga.) CMU APPLICATIONS.Aluminum,6063T5• 3/8' 0.063 •• 1/4'steel Ultracon Concrete(min.2.85 kel) 1" 13/4" 2 4 C Ungrouted CMU,(ASTM G90) 2-1/2" .1-1/4' 114'steel Creteflex Concrete(min.3.35 ksl) 1' 13f4' - BOX OR q 1/4"steal Ultracon Concrete(min.285 kal) 2-1/2'. 13l4' FLANGE q EOUAL- . 1/4'steel Ultracon P.T.Southern Pine(SO=10,5$) 1- 1 318" ••IG LFG .. 1/4"steel CreteAex Concrete(min.-3.35 ks1) 2-1/2'' ' 1-T4'- FIGURE A. FRAME CONFIGURATIONS D 1/4°steel Craleflex Ungrouted CMU,(ASTM G90) 2-112' 1.1f4' - o a� P.T.Southern Pine.(SG=O.55) 1' '1318' .. .,, ! 1/4"steel Aggre-Gator Concrete(min.3.275 ksq 1-1/2' 1318• G al �J El/e 1/4'steel Aggre Grouted CMU.(ASTM G90) 2" T , J-CHANNEL INTEGRAL OU L-LITE ,ORIEL 'COTTAGE q FIN -J TABLE.3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN e RODU G r'REv� roup r e Min.Edge Min. Ancho Q P� IC Substrat Dlstancet Embedment' _ nuadwq Cod, Y E•, •2.112'x.131'Common Nall P.T.SouthernPlne(SG=,55) 318" 2.7116' ''! , n«cpasce 7Jo/b-OT/d••OS' '2-1/2'Ring-shards Rooting Nail P.T.Southern Pine(SG=.65) 3/8' 2-7/16' - R.0=d W. Dd..' R.Wtlon: Pvalioo pate 2,020 P.T.Southern Pine(SG-.55) 1/T 1318' - hltmni #10 Trusshead SMS Aluminum,8083-75• 318" 0.050' _ R.ds.d W. Data: Ralston: (steel,18.8 S.S. .Stnei Stud,Gr.3.9• 318, 0.0451"(,10 Ga.) ? A. -' •" d410 S.S.)' 'MIN.'OF3 •F Sleet,A38'. 3I8• 0• � THREADS BEYOND' yy,� I6 y;M1; U�2-T D...dpd.u: P.T.Southern Pine(SG-.55) 9/16" 1-are• THE METAL '(II. ,�-_ GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI #12 SMS Allminum,6063-T5' 318' 0.003" SUBSTRATE.FOR (steel,188 S.S. STEEL STUDS. �--, 1070 TECHNOLOGY DRIVE 7lik Date: Steel Stud,Gr.33' 3/B' 4050" {.. N.VENICE,FL 34275 or410S.S.) MIN.Fa=45KSIa ": i` DOUBLE HUNG WINDOW INSTALLATION-NI 05/15115 Steel,A38' 318" 0.050" MIN.Fy=33 KSI. .:;-.•' (941)-480-1600 ,, �•:,•:;I:1'�' SVN.L aHel Swle: Sh..e Drarinp No. R.r. -'. .. ., A.IYNNMILLER,•P,E. _,r)74rjQ NTS 2 OF 12 MD-DH5460-01 A C[fiT.OF AUTH.�2929fi ..... .._ ...._. P.Ef158705 ' i I INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX'FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX ' OPTION 1 DIRECTLY INTO CONCRETE/CMU, BUCKSTRIP.INTO CONCRETE/CMU. .. ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO 2XWOOD EMBEDMENT FRAME OR BUCKSTRIP. 1l4'MAX SHIM 16 1/4-MAXSHIM SEE NOTE 2,THIS SHEET. 0 EMBEDMENT , VISIBLE ]I I FLANGE FRAME 0 EDGE 18 LIGHT WIDTH., EDGE SHOWN DISTANCE a DISTANCE BALANCE _—�._,.._. 44.. TYPE BOTTOM �A'MAX _ VARIES SASH .--- TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH Q TYPE, EMBEDMENT AND q WEIGHT g4 30 EMBEDMENT 2 .TYP.ANCHOR TYPE, AND EDGE EMBEDMENT AND EDGE .DISTANCE PER 0 31 DISTANCE PER ' DISTANCE PER SUBSTRATE, SUBSTRATE, - EDGE SEE TABLE 2,SHEET 2. n TOP SUBSTRATE. 16 SEE TABLE 2,SHEET 2 _ �I O SASH' DISTANCE SEE TABLE 2, _ SHEET 2. VISIBLE a•L-� 1 LIGHT WIDTH 1 - FLANGE oD EQUAL 1 FRAME 10 12 LEGIBOX •• •' 73 NOTES: SHO- WN 67 FRAME EXTERIOR VISIBLE ]9 20 1 OPT.SASH TOP BUCK WIDTH SHOWN �I LIGHT LIFT RAIL 1)USE ONLY HORIZONTAL SECTION A-A HEIGHT SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, 48 ..SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. FOR ALL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2.SHEET 2. a 49 i 22 21 WINDOWS:I INSTALLATION OPTION SHOWN MAY 15 3.66'FROM WINDOW.ANCHOR BE USED ON ANY SIDE OF THE 1/4"MAK , END O AT SHIM I 45 46 47 2)MASQNRYANCHORS MAY BE I #10OR#12STEEL 1/4•MAX. CENTER • - BUCK -, ., FOR USED INTOWOOD AS PERTABLE 2, ELF-DRILLING SHIM S HEIGHT ET WINDOWS SHE .I.ALL WOOD tlUCKS LESS _ ,SMSiG51,SEE I , ED TABLE2, �a 50 a 18 OVER 36' THAN D RED IX INSTALLATIONS. T06E- SHEET2. WIDE:AD4 CONSIDERED IX INSTgLLATION5.1X EXTERIOR 30 ADDITIONAL WOOD BUCKS ARE OPTIONAL IF ' G7 SCREWS UNIT IS INSTALLED DIRECTLY TO ®ig-fig• SUBSTRATE.WOOD BUCKS VISIBLE FROM END. DEPICTED AS 2X ARE 1-1R'THICK 66 LIGHT OR GREATER.IX AND 2X BUCKS •HEIGHT - .. (WHEN USED)SHALL BE DESIGNEDq TO PROPERLY TRANSFER LOADS TO FLANGE u EQUAL )uJlu) 16 TESTED UNIT THE STRUCTURE.W005 BUCK FRAME LEG/BOX a LOCATION: END RESPONSIBILITY INSTALLATION GINEE SHOWN � 0 e FRAME � a (2)1' � 64 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER LJI SHOWN lul INTERIOR OR ARCHITECT QF RECORD, WEEP I, IN AT 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 'ExrE�RTloa INSTALLATION�o EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT - 1J PRODUCTREVISED OPENING)IS MEASURED FROM OPTION4 OPTION4 ean,pryin3 EVISEe FloJid� V BEADING TO BEADING, ANCHORED THROUGH ANCHORED THROUGH building Code g 1 11;1/ FRAME INTO METAL FRAME INTO METAL Acr<pwnaW�6-� ! pB mlion Dale ?D� Rav(sed By. Date: Fevlefon: EQUAL-LEG/BOX 1/4-MAXSHIM _ �CEi�I.^,,;. �,,:,. BT FRAME SHOWN ����� VISIBLE LIGHT FORMULAS Re�1,ed Br Hate.' Ramm,,: emm .27-X 1.25- - WIDTH _ WEEPHOLE "' •-' NO ANCHORS QSASH:BUCK WIDTH•6,iR' ® 0eer1iP0an: Dm By: REQUIRED IN WICovEa® 3e , - FLANGE OR ®FIXED LITE:BUCKWIDTH--7-1R- _ _ 6 I K �6' ;'.: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 2.BT FROM EQUAL-LEG ' EACH END. - HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRNE TiOe: (late: FRAME SILLS BUCK HEIGHTS-4-3/e' "t'' •' N.VENICE.FL 34275 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 ,Y (941)-480-1600 Sevlea/Modtl: Srnle: Sheaf: 0nwln4 No. Rev: VERTICAL SECTION B-B `(( .` .. ...-. ., A.LYNN MILLER.P.E. - - ,- P,E,b58705 CERT.OF AUTH.#70296 DH 5460. NTS 3 OF 12 MD DH5460 01 A i I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 j ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN ' INTO 2X WOOD FRAME OR INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT I►— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+EMeE0MEN7 - SdCKSTRIP.SEE NOTE 2.THIS BUCKSTRIP.SEE NOTE 2;THIS SHEET. FIN INT02X WOOD FRAME OR O SHEET. 114•MAX SHIM 114'MAX SHIM ' BUCK-STRIP.SEE NOTE 2.1 HIS EDGE DISTANCE - 18 . SHEET. TVP.ANCHOR TYPE, VISIBLE J-CHANNEL' _ EMBEDMENT AND EDGE. _ 1tl / LIGHT WIDTH ❑ ' FRAME (1 '•. IDISTANCE PER SUBSTRATE, l o _ SHOWN II — SEE TABLE 2.SHEET 2 I� C — - . 4d1 BALANCE 98ASHM i EMDEDMEPR 1 1 � O TVPr VARIES.. 1/4•MAX SHIM � 42 WITH,SASH Q 30 DISTANCE / \ WEIGHT' EMBEDMENT ANOEDGE _/ I �Q DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2, TOP 18 (NAIL SHOWN) ❑ SASH TYP.ANCHOR TYPE, �85 — II���IiI(��` e e INTEGRAL EMBEDMENT AND EDGE .��JL� �. I VISIBLC FIN 'DISTANCE PER SUBSTRATE. —I LIGHT WIDTH D FRAME. SEE TABLE 3,SHEET 2.. oe a J-CHANNEL 9� - 11 SHOWN (NWLSHOWN) FRAME 87 . f 73 19 NOTES: SHOWN EXTERIOR VISIBLE 20 OPT.SASH TOP BUCK WIDTH - LIFTFLAIL 1)USE ONLY LIGHT I SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C HEIGHT + ANCHORS LISTED ON TABLES 283 OF SHEET 2.FOLLOW EMBEDMENT i' 49 48 1/4'MAX DAOEAPPROVED MULLION,FBCONT COMPLIANT IRATE PROPERTIES. ERTFRAMING S STEEL STUD. 21 FOR ALL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 283 SHEET 2. a WINDOWS:1 INSTALLATION OPTION SHOWN MAY ANCHOR @ BE USED ON ANY SIDE OFTHE - . 15 3.55'FROM WINDOW. END AND AT It]OOR#12STEEL 1/4•MAX' �'45 48 4748 47 CENTER. 2)MASONRY ANCHORS MAY BE SELF-DRIWNG—, \ I SHIM . RUCK. FOR., USED INTO VTOOD AS PER TABLE 2, fi rGs),SF.E -,--.-1-r.� HEIGHT' _ ( V WINDOWS SHEET 2.ALL WOOD BUCKS LESS AB 50 a 16 OVER 36' THAN 1-12'THICKARE TO BE ❑ TSHE5283. ❑�j WIDE:ADD CONSIDERED IX INSTALLATIONS. SHEET 2. EXTERIOR 30 T ADDITIONAL 1X WOOD BUCKS ARE OPTIONAL IF a TI SCREWS UNIT IS INSTALLEDOIRE�CTLYTO SUBSTRATE.WOOD BUCKS VISIBLE -FROM END. DEPICTED AS 2X ARE 1-12•THICK 88 LIGHT ORGREATER.IXANO2X4UCKS . "HEIGHT - (WHEN USED)SHALL BE, ESIGNEO IuIIUI .. TO PROPERLY.TRANSFER LOADS. FIN AND/OR INTERIOR "�— 16 TESTED UNIT TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED IN-FIELD LOCATION:6.5/8' DESIGN AND INSTAL(ATION IS THE _ ❑ III—r�❑I` _ IN NOTCH SEAT 84 63 FROM SASH END. RESPONSIBILITY F THE ENGINEER FNTE RAME SHOWN EACH END. \ vo a ., .. \\ ' 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONS EXTERIOR INSTALLATION . .27"X 1.25• �,(((��� 30 (ALSO REFERRED TO AS DAYLIGHT XT PRODUCT REVISED WECPHCLE 3 OPT 7 �� OPTION 8 , I 'wh.Flmid...; W/COVER Q �U U TYP.ANCHOR IYPE,EMBEDMENT AND. OPENING)IS MEASUNEO FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO µy, s �, EDGE DISTANCE PER SUBSTRATE,SEE BEADING'iO BEADING. 2.87'FROM INTEOFlAL FIN INTO METAL � � METAL(INTEGRAL FIN/FLANGE REMOVED) A.ceplmm N.J6-o 14.Qo EACH END. TABLE 3.SHEET 2.(SCREW SHOWN) - Revlaed By: Date: Rerlafon: 'nli..Dam ZO20 INTEGRAL FIN f 1/4'MAX - By FRAMESAHL U(� ❑ SHIM nti.9ni ede Pnrd.eY o VISIBLE LIGHT FORMULAS R.Wl d W. Dole: ReN,f.n: NO ANCHORS REOUIkEU IN nT FRAMt SILL IF ANCHORING 7� "- t" @SASH:BUCK WIDTH•d 12' -THROUGH THE FRAME. LQ @ FIXED LITE:BUCKWIDTH-7-12• - _ J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI --� IYl6: _� �__ EDGE DISTANCE �,<,, , .,_ INSTALLATION OPTION 5'. HEICHT.(E❑un�-uT l 104. TECHNOLOGY DRIVE7rill.: ANCHOREOTHROUGH - -� BUCK HEIGHTPt:43/8' _ N.vENIDE.FL a427s DOUBLE HUNG WINDOW INSTALLATION'-NI' 06/15/15 INTEGRAL FIN INTO 2X WOOD-"1 EMBEDMENT -.'�"• (941)-480-1600 ' FRAME OR BUCK-STRIP.BEE ""•.: -��-'.,:�v SortadeC 5'mle: SAeel: Dro.my No. Rer. VERTICAL SECTION D-D I.: 'a.`SVdN uiLLFjl,P.E. . nH-F460 NTS 4 OF 12 MD=DH5460=01':,. A N01E's,fnio SiiEEi. ___.-_—__..__._.-..____-._"_ .. ... --- P.E.N58705 ":..i::.C :.&`C___ .