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HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T 86 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA RECEIVE® .miamidade. ov/eeonom PGT Industries,Inc. 1070 Technology Drive SEP 0 5 9-019 North Venice,FL 34275 ST. Lucie County, Permitting 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(AIM. 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"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall 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#16-0714.03 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. NOA No.17-0630.05 QMIAMM&D�IAVECQExpiration Date: July 30,2020 / Approval Date: November 30,2017 / -20//7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519-05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasea? spacer system, Super Spacer®NXTT"x spacer system and XL EdgeT`'f spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted NOA No. 15- 9.05 Manuel V"ere74P.E. Product Contro xa iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coiN=uED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowiNIIED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014) and FBC 611 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0 714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries,Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and expiring on 07/30/20. Man Pere ,P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,201.7 E-2 TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame Frame Type Description(ListedfromExtedortoInterior) Types Options Configs. Shapes Installation Options that may be used Table# Sheat# 5 718'Laminated LG,:116'A Extortor Cap+7116'Air Space+5/18"Laminated;(2)Liles of 118"A Glass with.094r PVB Intedayer 4,S 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 8 71W Laminated I.G.:118'T ExteriorCep+7116"Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass Wth.090"PVB Intedayer 4,6 6 ....into 2X Woad Frame/Buckstdp-sheet 3,option 1 Equal-Ute" Arch-Rect., 7 718°Laminated LO,:3118°A Exterior Cep+3181 Air Space+5/16"Laminated;(2)Utes of 118"A Glass with.090"PVB Interlayer 4,6 6 Flange Through the frame....Into ConetetetCMU-sheet 3,option 2 (#2) 5-16 Ori Cott Cottage Arch-Top of the window••'-:. 8 778"Laminated LG.:3118°T ExtedorCap+318°Air Space+6116"Laminated;(2)Utas of 1/8'A Glass with.090°PVB Intedayer 4,6 6 8 Cottage Radius-Top �••• -...thratgh 1XBuckstrip into Concrete/CMU-sheet 3,option 3 9 7/6'Laminated I.E.:1/B'A Extortor Cap+7/16"Air Space+5/16'Laminated;(2)Was of 118'H Glass with.0901 SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718"Laminated 1.G.;118"T ExtedorCap+7116'Air Space+5)16'Laminated;(2)Lites oft/6'H Glass with.090'SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 11 718"Laminated I.G.:3116'A Exterior Cap+318'Air Space+5/18'Laminated;(2)Was of 1/8'H Glass with.090"SG Intedayer 7 7 Box 1 Equal-Lite, Amh-cp& Through the frame ....into ConcretelCMU-sheet 3,option 2 Equal-Leg 5-16 O&Cotta few Arch-Top& of the window...... through 1X Buckstd into Concrete/CMU-sheet 3,option 3 -12 718°Laminated LG.:3116'7Ezledor Cep+3/8'Air Spare+5/18'Laminated;(2)Utes of 118°H Glass with.090•SG Intedayer 7 7 (f/q) &Cottage Radius-Top 9 P� P 13 7/8"Laminated LG.:i/B'A Extedor Cap+5/16'Atr Space+7118°Laminated;(2)Was of 3116'A Glass with.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8'Leminated I.G.:118"T Exterior Cap+5116'Air Space+7116"Laminated;(2)Utes of 3116'A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood FrametBuckstrip-sheet 4,option 5 15 718'Laminated LG,:3116"A Exterior Cap+114"Air Space+7116•Laminated;(2)Utes of 3116"A Glass with.090'SO Intedayer 7 7 SChannel Equal-Ute, Square/ReeL,Integral fin ,,,,info Metal-sheet 4,option 7 16 718'Laminated LG,:3116'T Exterior Cap+114'Air Space+7/16"Laminated;(2)Liles of 3116'A Glass with.090'SG Intedayer 7 7 (#t) 5-8 Odei/Proview Arch-Top& &Cottage Radius-Top Through the frame .,..into 2X Wood Frame/Buckstdp-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,1 i,73 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Ute, Sue e9 „-,into Metal-sheet 4,o Min.Edge Min. Integral Fin q Wit"Integral rtn...... Group Anchor Substrate THE HVHZABOVE 3D'. 5-8 OdellProview Arch-To & option Distance Embedment • {#3} p Through the frame Into 2X Wood Frame/Buckstd sheet 4,option 6 &Cottage Radius TopP Pt #10 SMS P.T.Southam Pine(SG=0.55) ?!i6' 1-318" of the window...... ,,,,iota Metal-sheet 4,option B Steel,A36• 3/8" 0.050" 'MIN.OF 3 (steel,10-8 S.S. Steel Stud,A653 Or,33• 3/8" 0.0451^(18 Ga.) THREADS or 411)S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'A"=ANNEALED A Aluminum,6083-T5* 3/8" 0.050" METAL P.T.Southern Pine(SG=0.65) 711W 1-3/8' SUBSTRATE. ��1 H'-HEAT STRENGTHENED .:../ \ �.J T=TEMPERED 3/16"steel Ultmcon Concrete(min-2.85 ksi) 1' 1.318' ^UNGROUTED /� _ 'PVB"=.090^TROSIFOLOPVB Ungrouted CMU,(ASTM G90) 2-0/2" 1-1/4" CMU'VALUES ` 3Y KURARAY AMERICA INC. #1z SMS P.T.Southern Pine(SG=0.55) 9116' 1.318° MAY BE USED !, SG'=.090^SENTRYGLAS® Steel,A36' 3/8" 0.050" FOR GROUTED J-CHANNEL INTEGRAL FIN INTERLAYER DY KURARAY (steel, S.S. Steel Stud,A653 Or.33• 318° 0.0451'(18 Ga.) AppucxnoNS. /:'� AMERICA INC. B or 4100 S.5.5,) Aluminum,6063-T5* 3/8" 0.063" 1/4"steel Ultracon P.T.SouthernPine(SG--0.65) 1° 13/8• EQUAL-UTE ORIEL COTTAGE 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1' 1.3/8' FIGURE C:FRAME SHAPES _ 114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1.318` —.-)BUCK WIDTH—— {BUCK WIDTH——.-I BUCK WIDTH(•+— FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksi) 1" 13/4' M t/4"steal Uitmcon T ( T C Ungrouted CMU,(ASTM G00) 2-1/2" 1-114' I //� I 114"steel Creteflex Concrete(min.3.35 ksi) t° 1-3/4° x 7� MatedalMia Fr Mln.F„ 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/7' 1314' a u W Steal Scmw 92 ksi 120 ksi 18.8 Screw 60 kat 95 ksi 114"steel Creteflex Concrete(min.3.35 ks() 2-112" 1-314" wca sv v M 6410 Screw 90 ksi 110 kal O Ungrouted CMU,{ASTM G90} 2-1J2° 1-114" m �, or w MJ z Eica Aggre-OatorS 57 ksi 96 ksi 1/4"steel A re-Gator Concrete min.3.275 ksi 1-1/2° 13/8 1 Elea 9g sl 177 k.1 Grouted CMU,(ASTM G90} 2' 2° ._t_ I -L 410 SS Elea Crete®iexO 127.4155 kksi 189.7 kai RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED 806375 Aluminum 16 ksi 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN A36 Staet 35 ksi 68 ksi PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr,33 Steel Stud 33 ksi 45 ksi I s cnc>itytrr6 with dw Florid. Min.Edge Min, AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABMe]ON SHEETS 6 10. Group Anchor Substrate dsrB Cade Distance Embedmenti r AccepmnceNo•1 rJ-t7(p`,j0"Oj E 2-1/7 x.131'•Common Nall P.T.SouthernPine(SG=.55) 3/8° 2-7116' ��t' LYNiV r/i, Ravlslan: im'rn Oars /lip 2-1/2'Ring shank Rooting Nail P.T.Southern Pine(SG=.55) WE.' 2-7r16 ��`��A�u�Er�s 2!!! '% ANCHORS RE-GROUPED. By Mian Dedra PmdtiM Carat' P.T.Southern Pine(SG=.55) 1/2" 13/8" JR-06!06/17 T5• #1(Trusshead SMS Aluminum,8063- WE' 0.050" _* No.58705 steal,1&8 S.S. Steel Stud,Or.33• 3/8" 0.0451"(18 Ga.) of 410 S.S.} = Description: tlrorn By: F Steel,A36* 379" 0.05D° t3a y 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG-.55) gi16" 1_318" MIN.OF 3 �0'•• 1 '�t(!ti N.VENICE,FL 34276 #12 SMS THREADS tv .• 7�p: Data A]uminum,6063-T5' 318" 0.063" BEYOND THE i (� '•• <ORIOP.•'•\_� (941)-480.1600 {sleet,0S.S.) -- ri S ••• t'9 SINGLE HUNG WINDOW INSTALLATION-LM 05/15!15 or 410 5.5.) Steel Stud,Or.33* 0.0w 02011 SUBSTRATE. �'/rsj0NlI 1A11141� v`�` ParINCOPYt) Its.INC. Serfds/Madel: 5rnle: sheet. Drawl Na, Ren. Steel,A36' 318" 0,050" A.LYA M{LLER P-E. MLRIGMSRESERVED SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E. 58-fo5 CERT.OF AM.#29296 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 CONCREMCMU, BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGHEDGE DISTANCE EMBEDME14T SEE NOTE 2.THIS SHEET. EMBEDMENT FRAME INTO ZX WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. 16 1/4-MAX SHIM SEE NOTE 2,THIS SHEET. => EMBEDMENT SAS '11 WIDTH 17 FLANGE FRAME EDGE D�i'�.s18 LIGI�TrW 111 . EDGE SHOWN DIS • TANCE IrUyl DISTANCE 4 44 BALANCE -3 L__J 1/4*MAX TYPE VARIES TYP.ANCHO i 1 SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, EMBEDMENTAND WEIGHT TYP.ANCHOR TYPE. EMBE54 QaDMENT EMBEDMENT EMBEDMENT AND EDGE AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER DISTANCE PER SEE TABLE 2,SHEET 2. SUBSTRATE, EDGE SUBSTRATE, 18 SEE TABLE 2.SHEET 2. EXTERIOR DISTANCE SEE TABLE 2. T_ 87 c SHEET 2. FIXED 19 20 OPT.SASH TOP FIXED VISIBLE 4 VISIBLE LIFT RAIL FLAN LIGHT WIDTH LIGHT FRAME 2 EQUAL BUCK WIDTH LEG/BOX HEIGHT FOR ALL WINDOWS: NOTES: FRAME 1 ANCHOR@ 3Z5- SHOWN 49 48 21 FROM END AND AT 1)USE ONLY-APPROPRIATE HORIZONTAL SECTION AA 22 WINDOWS ANCHORS LISTED ON TABLE 2, 72 CENTER. SUBSTRATEOVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2, 14 46 40 47 SCREWS @16-318" INSTALLATION OPTION SHOWN MAY - 35 FROM END. BE USED ON ANY SIDE OF THE o FOR WINDOWS WITH WINDOW. 1/4"MAX BUCK so 16 BOTTOM LOCKS 2)MASONRY ANCHORS MAY BE SHIM #10 OR#12 STEEL 1/4'MAX. HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2. LF-DRILLINGls-ISHIM SCREW$@ B-318- L 5 I OTA (B SHEET 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE THAN 1-112*THICK ARE TO BE TABLE2, SASH CONSIDERED 1X INSTALLATIONS.ix SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT 18 INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS ZX ARE I AWTHICK OPT. .86 k— USE EITHER OR GREATER.IX AND 2X BUCKS (2)1' 65 LATCH OR (WHEN USED)SHALL BE DESIGNED 81 30 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE STEEL AL INTERIOR TESTED UNIT L WEEP THE STRUCTURE.WOOD BUCK LEG/BOX LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE FRA�ME C'JD�o NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. t OR ARCHITECT OF RECORD. Lc;-=— EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 ID OPTION 4 PRODUCT REVISED OPENING)IS MEASURED FROM . plyiM�jth the Fbr;da EQUAL-LEGIBOX 114*MAX SHIM BEADING TO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH B.Atdina Cade Na7- FRAME SHOWN D FRAME INTO METAL FRAME INTO METAL Amop' .,W jiltilll" �Dwn I LYNA, rrr RWsf— Date 0 .27"X1.25' NSFBy • N �.t D� REQUIRED IN VISIBLE LIGHT FORMULAStr Miam Da&Nodud WEEPHOLE NO ANCHORS tr WICOVER @ FLANGE OR Na.58705 2.8r FROM EACH END. EQUAL-LEG WIDTH • Dnerfption: Ora— FRAME SILLS @SASH:BUCK WIDTH-6-1/2" .0 .0 @ FIXED LITE:BUCK WIDTH-4-31W 6" 2-Z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI tiFl�-'o E 1: .' ' N.VFNICF_FL 34275 HEIGHT(EQUAL-LM % :FLORIDA rive. VERTICAL SECTION B-B BUCK HEIGHT/2-3-1 5fl 6' ........ (041HOO-1600 %0 SINGLE HUNG WINDOW INSTALLATION LM 105/15/15 zm=. sh-b A.LYNN MILLE RE. ALL RIGHTS RESERVED I Dmlng NO. Reg CERT.OF AUTH.M296 SH-5500 NTS 1 3 OF 13 1 MD-SH5500-01 718"NOM. 718'N 7/8"NOM. 718. 7/8'NOM. 5116"A/A PVB 5116"AIA PVB 5116"A/A PVB 5/16"A/A PVB 5116"H/H SG 7/16"AIR SPACE 7116"AIR SPACE—— 318"AIR SPACE— 318"AIR SPACE-- 7/16'!AIR SPACE 1/8"A GLASS S 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS—, 1/8"A GLASS EXTERIOR XTERIOR <�3 EXTERIOR '�D EXTERIOR 1�3 EXTERIOR EXTERIOR 76-79 76.78 �76-79 E3__ e__ 4 V N I I GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 70 N 711'N M. 719'N 7/8"NOM. 7/8*NOW. 6/16"H/H SG I 5/16"H/H SG 5/16"H/H SG 7/16"AIA SG 7/16"A/A SG 7/16" AIRSPACE-- 3/8"AIR SPACE— 3/8"AIR SPACE— 5/16"AIRSPACE— 5/16"AIRSPACE 1/8"T GLASS---\ 3116"AGLASS--\ S S 3/16"T GLASS a--\ 1/8'AGLASS--\ 1/8"TGLASS---\ EXTERIOREXTERIOR _ OR 76'79 78.79 EXTERIOR <�D EXTERIOR EXTERIOR <�]EXTERIOR 76-70 "'7E E3_ 76.79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. 7/8"NOM. 7/16'A/A SG 7/16"AIA SG 10NII.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE— 1/4"AIR SPACE— 76-79 Ell E Ty'. 16 MAY NOT BE USED 311 WA GLASS 3/16"TGLASS --\ I I WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR EXTERIOR GLASS TYPES 6,7,9,11,13 78-75 78-73 31 &15 MAY NOT BE USED IN EXTERIOR 75 • THE HVI­Ii�TOVE W. PRODUCT REVISFD GI PE 15 G� "16 vz complying with flu F Incida (B_EXTE 10.1 38 til I I till Slcdld:©g Cade A..Ptn.14. Rvislan: E'pimim Dae,=L y D r r dePro-dmt No.58705 GLAZING NOTES: J�nT "A"=ANNEALED 0 'H"=HEAT STRENGTHENED DeSCHPUOrl: J-61-5-Ebr "�S 1070 TECHNOLOGY DRIVE GLAZINGJ ROSOWSKI TYR GLAZING DETAIL 'T'=TEMPERED -T�'�E�. DETAILS 'PVB"=.090°TROSIFOLP PVB BY KuRARAY AMERICA,INC. D�l N.VENICE,FL 34275 'SG'=.090'SENITRYGLAS�BY KURARAY AMERICA,INC. ! (941)AW1600 New — IV AL ECOPY2GHT02017 'SINGLE HUNG WINDOW INSTALLATION LM 105/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. p.=G.TH—RT N.'17C. S-doolModd. S--I*.* ALL FUGHM RESERVED SH-5500 NTS ormIng ft. R., CERT.OF AUTH.#29296 ...Ish5t'OF J MD-SH5500-01 I B TABLE 4: TABLE 5: TABLE 6: Olamlypa Batom Sash elan Design Presaure,l6efRa rypoe Design Pressure, 6 Deasrglon 5x ghran Sashttagnt alanrypse Design Pressure,NBfll2 5,a,7&a Rant Leval Rays®VlMd Ranpa 0-1 NArdow Buck Wdth n 6.7 &a +1-50.0 R2 Vis- upto4a 52.m +65.0If-70.0 73.5 E@eN9a 11.394 +65.0 .70.0 .65.0 •70.0 Ralnt Level mal.Leval R1 Foran Md-&sash al- sfedard14.517.15.BT0 +85.0 -70.0 +65.0 •70.0 A? For all wlMow end sash sizes2s, Equal -fitsHile 11.583.14.570 .05.0 •70.0 465.0 -70.0 SEE TABLE 9,SHEET 8 FOR Standard Pmdev 11.377.11.562 4060 -Mo +65.0 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 23.517-75.288 +65.0 -70.0 +85.0 -70.0 ANCHOR GROUP AND QUANTITY. Standard Caingo 241958-23.616 +810 -70.o +65.0 -70.0 51.375 Eq.W41. 17.517.20.857 +eso •70.0 +65.0 •700 Stallard Pmdaa 14.517-17.516 465.0 .70.0 +65.0 .70.0 0 c ShWmt 11.377.14510 +65.0 -70.0 405.0 1-7410 Tdkst 27.583-31.971 +85.0 -70.0 .65.0 -710 Qalom sue 21517.27.5e2 +650 -741° .85.0 -700 Standard Canoga 23.517.26.516 .810 -70.0 +650 •70.0 HEADER as Equ4lite 2°.517-23.518 .610 -Mo +esu •70.0 HEADER Standard Pmdoe 17,517-20.516 +810 -70.0 +65.0 -70.0 23 Llctomsuo 14.517.17.516 +65.0 •70.0 +65.0 -710 23 Shodmt 11.377.11.510 465.0 .70.0 +65.0 •70.0 rl� Tenni 31.581.35.911 +610 -70.0 .660 •70.0 se o Standard Calfago 2&517.31.582 .06.0 1-70.0 1 465.0 •70.0 O Earmllea 20.517-20.516 +610 -70.0 1.850 .70.0 MEETINGRAIL 48 SrarmardPW- 17.517-20.51e •esu •70.0 +65.0 -7410 0 0 O MEETING RAIL a cum 511. 14.517-17.518 406.0 -70.0 +650 -70.0 26 0 amams�e /2677.18518 +610 -7410 +05.0 -ra0 27 ° C= 71.377-12.618 x610 •70.0 +65.0 -70.0 EJRERIOR E%TERIoR p Talkal 33.208-37.638 485.0 -7aO +85.0 •7410 II�� 0 0 Stadard Cdlxpa 20.517-33207 +610 •70.0 +85.0 -70.0 V 0 23 y EBuaNlu 23.517-a.em .65.0 -70.0 +es.0 -710 23 JAMB g9.B25 �tO1°slca 2x517-21518 +65.0 -70.0 .85.0 -70.0 JAMB bu d dp_ 17.517.2ulu 4860 •78.0 .65.0 •70.0 EXTERIOR SASH CusNmsus 14.517-17516 +640 •TO0 +650 .710 E%7ERUR SASH 4 HEIGHT Cmmmsne 12.517-14 510 .610 -70.0 465.o .70.0 HEIGHT &honest 11,377-12510 +85.0 •ra0 .650 -70.0 Talkxl 31517-41.1144 4640 -710 .150 •Too Standard Cattails, M.517-38.516 4850 -70.0 .65.0 -70.0 O 23 Ew m. 28.517-3/516 465.0 •7410 .65.0 -70.0 23 Stadard Pmden 71617-28.615 465.0 -70.0 465.0 •70.0 SILL 02 oamal&a 241517.21.516 465.0 -710 40S.0 .70.0 SILL O Cmom Sus 17.517-20.519 .85.0 -710 465.0 •70.0 Gnbm Sha 14.577-17.578 +BSO -70.0 465.0 438,1 ctntom5laa 11017.14.518 +650 -710 465.0 -87.3 6nmtnl 11.6°4-13.01° 4810 -70.0 465.0 4365 Tallest 39.517.41.644 .85.0 -70.0 465.0 -70.0 0 c custom sue 38.517.39.619 +95.0 .70.0 +850 •?all Eq.1411a 35.617-98.518 +65.0 •70.0 +85.0 1-70.0 75 Custom sue 32.517.35.516 4e5.0 •7110 1.05.0 1-7a0 SECTION DETAIL FOR WINDOWS WITH smndar;:n! 7B.s17.32.ste 465.o •70.0 +&50 -7410 SECTION DETAIL FOR WINDOWS WITH 29 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 anomska 29.517. .616 +65.0 •7410 .650 437.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE slranmt 1 2&510-281518 .416.0 -rao .es.o els (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 EgmP,w se.sn-41.644 .010 •710 .050 -7410 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 64 0nbel sloe 35.517-36.618 +630 -ra0 .6577 417.3 CONFIGURATIONS) shndedProAw/ 33510-3s.51e +es.o -7410 .fis.o 4115 PRODUCT REVISED 81.78 Talksl --01514 +0.5.0 -710 .65.0 E15 85 Building Code wilh Ula Floricfq SEE TABLE 10,SHEET 9 FOR ANC OUP AND QUANTITY. Building Cade C, "MIN.SASH HEIGHT WINDQW�U IbM7 50.136 ACCE, �' , �OioS.a_ L- i74 Date IvLU `���0"I LI IV,........, i� Revls7an: �'�.•''t10ENSF•���� By, ads Product *: N0.58705 NOTES: D.-Hpflm Dm"By: 1070 TECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O�•'•, FT TF O !(/ N.VENICE,FL 34275 i(� <ORIDP,.•'•\C��� Title: Df. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. AS G�� ( SINGLE HUNG WINDOW INSTALLATION LM 05/15%15 � � 941 0-1800 ANAL �` coPynloHTV 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN f 111110 41 3KrT Woust7tEa,o4c. Sarfea/WadeF. Scale: Shsetr Dm7r7np No. Rev. ON THE TABLE. A.LYNN MILLER,P.E. ulaaflre`IEf3E>s�D SH-5500 NTS 6 OF 13 MD-SH5500-01 B RE58705 CERT.OF AUTH.029295 TABLE 7: TABLE 8: 01am7ype S4llom S.h Qm®Topato.Sash 8.1;18918 D9ebdp90ntar*- Szah H0914 Design Pressure,Ib.te iia 14 1 De98rpt/miarclm 3mh1a1LM Design Pre-mIb.tW Re1nLLeva1 RmgO®Wdaw Rapa(In) ww-Buck WwihN Reln7.L-1 Range R 1'710- Rah09 ON WlnduyBu-kt 00N vvn 3 WON Shupto40 48 52.125 54 3 moght Sham ' 18 24 32 38 1 40 1 9 1 S2125 1 54 0 2;15 Ewda 11.304 +m.P-710.4 +70,0•110.0 •ma-170.0+70.0.114.0 23.5 EOual4pe 11498 :70.0-110.0 •70,0-110.9 =70,9-116.0 =70.0-710.0+70,0-1140 70.0 410.4 70.0-510.0 7aa-118.8 Standard Cottoge 14.517.15.@70 +70.0-110.0 +7a0•110.0 +70.0•110.0 +70.0-110.0 S101daN COUP 14.517.15.070 +70.0-110.0 70.0 AIOA +70.0-1180 •70,0-1100 70,0•7100 +700-11a4 -70.01-110.01-70.0-110.0 28 SwWN4n 11.583.14.518 +TOA-110.0 470.01-110.0 +700-110,0 +700 4100 28 Equd48e 11.593-14.610 70.0-1100 +70.0-110.0+740-110.0 +70.0-11an •70.0-110.0 +700-110.0 +70.0-110.0 •780-1104 SNMad Pto*� 11.377.11.582 +70.0-110.0 +70.0•110.0 70.0•110.0 +70.0-110.0 51-1dPm4aw 11.377.11.582 +70.0-1100 +700-1100 •70.0 410.0 •70,0 -1140 -70.01-110,0 70.0-110.0 70.0-750,0 •70.0-1104 TeILM 23,517.232E6 700-1100 +700-110.0 +70.0•110.0+700 4180 Tw l 23.517-25288 700 4106+70.0-110A+704-110.0 •70.0-1/80 +70.0-1110 +700-110.0 +7aa-770.0 •70.0-110.0 HEADER StwWwd College 20.955-23.510 +70.0•110.0 +70.0•110.0-+700 •110.0 +mO 410.0 MWOM Cohoe 20.950-21518 •7110-7104 •70.0-710.0 •704-110.0 70.0•110.0 70.0-110.0 +70.0-110.0 710-110.0 •70.0 -110.0 26 37.375 Equa3 17517-2D.857 +704-t7IO +700-110.0 +700-110.0+700 4010 27.370 Equal4he 17.517-20457 .7ao-110.0 +70.0-110.0 70.0 41RD •7aO-1100 740-110.0 •70.0-110.0 -70.0-118.0 +704 -wOO Slandvd Powiwr 14.517-17.516 470.0•110.0 70.0•110.0 +70.0.110.0 +70.0.110.0 SIBMatd 1. 14.517.17516 •70.0-110.0 •70.0 •110.0 70.0•110,0 •70.0.110,0 •700 1•1140 -TIO•110.0 •70.0-110.0 +70,0-110.0 X01 Starte4t 17.377-N.5/6 8744•1104 +70.0-110.0"7110"107.0"70.0"•761P nhadeal 11.377-14.518 •70.0-110.0 •70,0-110A •70.0-1140 •70,0-1100 •70.0-110.0•704•110.0 +70.0-107.0 •70A-103.0 Well 21.563.31.011 +70.0•110.0 +704 49,0 740 -83.0 +700 .980 T.wl 27.583.31.911 •70.0-110.11 •70.0-110.0 .70.4 410.0 •70,0-HaO +704 7110,0 70.0 e10 •704 83.0 70.0 -00.0 O Wamm ske 28.517-27.582 +7aO•1104 1+70.0-10.0 +704•1140 +70.0 4104 0u ..sire 26.517.27.592 •70.0•110.0 70.0 1 AID.0.1+70.0-1104 70.0-1100 •70.0-1110 70.0-170.0 •70.0-112•704-110.0 Q slaQ MEETING RAIL ltlad Cgnape 2851?•28.616 +70.0-110.0 +784•1104 .184•11Qo 704 410.a St3rdard CODaga 23.517.20.516 70.0 410,0 •70,0-110 +70.0-10.0 700-110.0 •70,0-10.0•704-11DO •70.0-114.4 70.0.110,0 44 eq."te 20.517.28510 70.0 -1104 I+70.0 .110.0 704•110.0 •mO •110.0 44 Emrd4an 20.517.23.516 700-110.0 70.0•1110 +700-1104 +70.0-110.0 •700-11" 700-710.0 •70.0-7700 780-110.0 27 0 SnMard Pwtew 17,517-2ast0 +70.0-1 IDA +70.0-110.0 +700.180+70.0-110.0 StawaidPWa 17.517-20.518 70.0-110.0 4704-110.0 +7110-170.0 +740-110.6 +70.0-110.0 •70,0-110.0 +70.0-110.0 +70.0-110 Cualom Ske 14.517.17.Me +70.0 4WO +70.0 •110.0 +70.0•170.0 +70.0•110.6 CaSamske 14.517.17510 •700-110.0 •780•110.0 •710-110.0 704•1700 700-1149 70.0-110,0 +70.0-110.0 •740-110.0 E%SERIOR Sh.t.t 1 11.377.14.510 +70.0-110.0 +70.0•110.0 170.0.107.0 +700 4010108W, !1.377.14.610 +70,0-110.0 •70.9-110.0 70.0-110.0 +70.0-110.0 70.0-104 704-100 +10.0-107,0 •70,0-703,0 Tdlml 31.583.35.011 +704-110.0 +70.0 40.0 +70,0 43.0 +780 ADD 768891 31.509.35.911 •70.0-11x0 •70.0-110.0 •70.0-110.0 •700•110.0 +70,0-1a4 +7aO 49,0 +70.0 830 •70.0 -90.0 Stallard Cmape 2a517.31,M +710 410.0 +74.0-110.0 +70.0 4704 +700 41DOI Stm0a7d C41208 26117.31.582 +70,0-1100 +70.0-1164 •70.0-110.0 •70.0-11QO +700-110.0 •7aO-1110 •70.0-110.0 1 70.0-110.0 JAMB 25 EguWito 20.517.28.510 470.0-110.0 +70.0•110.0 +70.0 .110.0 +700•110.0 Equ.148e 20.517-26.516 70.0-170.0 710 00-110.0 •70,0-10 •700-110.0 77000 410,0 • +0-110.0 +70.0-110.0 •70.0-1100 48 Sletdad PoAm 17.517-20.678 +744 410.0 170A-110.0 700.110.0 +m0 4la0 49 Slardard Ptadew 17.617-20.516 •70.0-10.0 +7ao mao•74.8-1100 •70.0-llaO +70,0-110.0 •70.0-1100 +704-110.0 •70.0-nap F1fTERIOR SASH- CU4lomWOO 14.517.17.515 +70.0•710.0 +70.0-1180 +70.0 4180 +70.0-71x0 Cuatamake 1x517-17.516 +704-110.0 70,0.-110.0•700-710.0 •70.0-110o +70,0-710.0 •70.0-110.0 70.0-170.0 +70.0-110.0 a HEIGHT AutgmSize 12517-14.515 +70.4 470,0 +ro.0 410.8 70.4.1144 +7ao•txi0 445470 Ske 12517-taxis •TO.D-110.0 +70.0-110.0 170.0-184 •70.0-110.8 +74A-10.0 +720-110.0 +70.0-11040 +710-114.0 SECTION DETAIL FOR S1 delt 11.377.12516 +70.0 •110.0 +70.0 -110.0 +70.0 -1100 +70.0 •710.0 ^S Shad1100 ast 11,377-12.516 +70A- '70.0-110,0 •70.0-110.0 +700-110.0 70.0-110.0 +70.0-1100 +700 410.0 •7DA-110.0 Tdkst 33.218.37.438 +70.0-114.0 +70.0 -880 .70.0 81.0 70.0 -904 Ta9W 33.208.37.536 70.0-1140 +70.0•1110 •70,0-110,0 -7001-110.0 70A-7110 +70.0 89.0 •70.0 -03.0 +70.0 80.0 WINDOWS WITH ' stmdwdCetlals 21517.31277 +70.0 41DA 1+704-110.0 +70.0 .110.0 470.0•Imo StWt Codege 28.517-33207 +70.0-10,0 •70.0-ttao 7111 410,9 .700 410,0 •70a 1-110.0+?&0 1-110.0 •70.0-1/04 +700 1-110.0 LEVEL R3 REINFORCEMENT 25 Eo..Nhn 23,517.21510 +704 410.0 +700-1100 +70.0-11MO +70.0•1100 _ Eq."t. 21517-26.518 70.0-110.0 +70.0-110.0 +70.0-110.0 •704•110.0 -70.01-110+01-70.01-110D 704-110.0 +700 1-110.4 OnOOm Size 20.517-23-514 +700-1104 +70.0.118.0 70.0•liaO +70.0.100 Ciitom Ske 20617-23510 710-1180 -70.0-110.0 +70.0 410.8 +70.0-1140 +70.0-110.0 740-110.0 N6.0-110.0 78.01-1111.01 &GLASS TYPES 9-i8 Fstwd Poatew 17.517-20.518 •700-110.0 +70.0-110.0 70.0-10.0 +700•110.0 49,646 91011-187-1Pr4daw 17.517.20578 NO.tl-710.0 •70.0-1180+70,0-110.0 •70.0 4189 •70.0 1-110.0 1•70.0-10.0 70.0 1-110.0 1 70.11-170.0 SILL tuaian Size 74.51•77.518 +m -t0.a + - ff + 0- 0 (IN FIGURES ABOVE SHOWN U 7 4 1 ma n a Ja 118 704 8180 � caasam oke 7xsn-tt.516 aa.o-lap =70.6-110.4 *704 470.0 •zo,o 470.4 •74,6-114.0 -m,0,410.0 •70.0-110..0. 7o.a-»0,o IN FIGURES ABOVE APPLY C.-S4. 12517.14.578 +70.4 410.0 -70.01-110.0 +70.0 .1180.70.0•110.0 0L9Om Ske 72517.14x16 •70.D AIDA •71X0 Alai) •704-110.0 70.0-110.0 70A-110.0 •70.0-1110 •70.0-110 +70.0-10.0 TO ALL CONFIGURATIONS) S1avleat 11,377•iZ516 +70.0-1100 1+70.8-108 +70.6 4140+700.104 sha0est 1 11,377-12.510 740 410.0 70.9-184+70.0-110,9 •700 470.4 700-1100 •700-110.0 +7/O-10.0+700-lmA - - T9ka1 38517.41.844 +70,0-110.0 +70.0•110.0 +70.0 410.0 +70.0.110.0 T.Bm1 36.517-41.444 -70,01-110.0 .700•110.0 +700-1104 •70,0-1700 •70,0-110.0 •70.0-100 •70.4-110.0 •70.0•105.7 Sterdad CAlf'ga 31.517.31516 +700-110.4 +70.0 14100 +764 4100 +700 410.0 S]endard Ca8a18 31.517.38.416 +70.0-1740 .70.0-11x0 +70.0-1104 +70.0-110+0 +70.0-1140 +7aO-110.0 +70.0-108.5 +704-103,0 - e Equd411e 21517.31.51@ +70.0-71a0 I+70.0 I-11x0 1+70.0•110.0 +70.0 .110.0 Equaldlle 26.517.31.515 •700 1410.0 •70,0-7100 •100 1-7700 +70.0-110.0 +704-10A •70.0-110.0 70.0•107.9 •70.0•1024 Su.Wd Pmdaw 21571-22nd 6 +700-710.0 1+700 1410.0+70.6•lot,+70.01410.01 Standard Pfa4ew 23.51?-28318 •7aa-104 70.0.110.0 +7041-11&0 •704-110.0 +710-110.0 •70.0-110.0 +70.0 -1110 •700 405.2 02 Onfom Ske 20.517-23.516 •70.0-110.0 +70.0 1•110.0 .70.0 410.0 +70.0 •110.0 62 CadOm Ske 20.517.23518 •700 4100 •700 •110.0 •70,0-1100 70.0-110.0 •70.0-110.0 +70.0 414.0 •70.0.110.0 •70.0 407.0 C.i she 17,517.20.518 +70.0-170.4 +704•110.0 704-1109 +70D 410.0 01-1070 Sim i7.S17.20.518 -70.0-110.0 .70.0 -110.0 •70.0•110.0 +740 1-110.0 •70.0-110.0 •70.0•1100 •70.0-110.0 •70.0-109.0 081070 SO. 1x517.17.510 .70.0•11010 +70.0-110.0 .70.0-1104 +70.0•1140 CudOm oke 14.517-17.616 •70.0-110.0 +70.0-170.0 1140-10.0 •70.0 140aO •700-1326 +704•4705 700-vas •740-1015 Oman Ske 13.017.14513 +70.0 410.0 +700 410.0 •70.0-110.0 .70.11•1704 Custom She 13.017-14.510 •700-110.0 •70,0-1100 70.0-105.2 •70.0-100.7 70.0 47.1 •70.0 -94.4 •70.0 84.4 -0.0 44.4 StOneil 11.684.13418 +TIO 410.0 +70.0•ttao +7a.0•110.6 +lox -naa sharte4i 11.864-13.016 •70.0-110.0 •70.0-701 •70.0•110.0 •7+70.0-714.0 •70.0•570.0 70.0-1026 +70.0 87,4 •780 833 •70.6 80.1 •70.0 eD.O 70.0 80.0 39.517.41,6 TdlOal 38.51]•41.BM -170.0 70.0 110.0 .70.0.110,0 +70.0 .110.0 T.11.t 44 p.D-110.0 70.0-110.0 .710-n04 .700-110.0 .5 70.0 80.0 _70.4 Omlem Ske 34517.31578 +76.0.-10.0 +70.0 410.0 .70.0•110.D.70.0•110.6 Cu9am SO. 38.677-39518 70.0-110,0 70.0-110.0 +7RO-110.0 +70.0-1104 70.0-110.0 70.0•10.0 +70.0-1617 +70.0 -08.3 Equal-ule 35.517.36.510 .71D-110.0 .70.0•110.0 +70.0•110.0 +70.0 •110.0 EgOa'41ta 35.511.31516 700-110.0 •70.0-110A +700-7104 +701-110.0 +70.0-11x0 .70,0-110.0 •70.0-100.4 +70.0 85.0 75 cow.ft. 32.517.35.516 +710-1704 +700-Ilao 700•5100 1700•180 76 OatamSW 32517.35518 70.0-110.0 70.0 4100 =70.0 410.0 +70.0-010.0 +70.0 410.0 70.0 410.0 •70.0.100.7 +70.0 86.2 Standard P-ION 29.517.32.516 +70.0 •110.0 +70.0.110.0 470.0•110- +70.0 -11a0 slatEard Prolew 29.517.32510 •70.0-110.0 •701.110.0 +70.0-110,0 +70'a-110.0 +700 AIDA •70.0-9o9,B •70.0-101.0 +?GO 811 Cmtom SO. 2d517.11!Sis +mA-110.0 +780-100 +740 41x4 +70.0-110.4 Cu9am Sha 20.51?-29616 •70.0-116.8 70.0-110.4 •700-1074 +780-114[:+744 88.9 +74.0 804 •740 -06.4 780 8d4 Shaleat 21518.24.570 +704 •7710 +70.0•1100 70.0•1100 .70.0•110.0 Shodeel 25.610.26510 •70.0•110.0 •70.0-11.,0 •780-104,8 •70,0 Ag.1 +70.0 85.4 •70.0 82.4 .70.0 824 +74.0 82.1 Eq atlit8 36.517.41.1144 +70,0•110.0 +700-110.0 .m0-Sto.O +70.4-1140 Equa6si8 38.517-415-1-1 •70.0-110.0 •70.0-110,0 8700-118.0 •70.0-110.0 178.0-iSP.O •70.0-509,8 •70,0 -0a7 +70.0 81.1 GLASS TYPES 9 THROUGH 84 Cu4tom SO. 35517.36.516 +70.0-1104 870.0-110.0 Na0•110.0 +70.0-110.0 B/ CUdom oke 35.617.30516 N0.0-110.0 70.0-110.0 .70.0-107,0 •704-1024 •70.0 80.9 •70.0 •98.4 •70,0 86.4 +704 81.6 16 MAY NOT BE USED WITH ' S1WMaN Prakw 31818-35.516 4700-1 tOA .7a4 4101 700-110.0 +70.6.1140 Blom dpw- 31818-35.516 +74.0-710.0 +100-11O.tl 740-SOZ6 •70.0 47.0 •70.9 -83.3 70.0 84.1 704 80.0 70.0 00.0 ,}CHANNEL OR INTEGRAL PRODUCT REVISED 07,78 renml ^-47.844 ap.o-n4A 70.0-110.4 7aa 700.0 .ma -Imo 91.71 Ta 1851 ^•41,841 70.0 410,0 •m.0.-118.0 700-1426 -70.0147,0 170.0 413 aa.0 -0011 70.0 944 748 48.6 •FIN FRAMES0.3 c6mplyirg with the Florida SEE TABLE 11,SHEET TO FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. R.0diog Codd MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 1 t I I i I Acceplmlcw No f `��O�Y�����/`',/ Revfalan: xytn rattan Dat4 7 i - LICENSE'•.C�fi J "-I Oda Frodud Culdral �• _*: NO.SB7D5 NOTES: - DescrlpttDn: DrOwn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, %qt) 4'z7 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI O STA E OF N.VENICE,FL 34276 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ~ ��' (� '- �tORiDA,.--'��`` (941}460.1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �'S�70NA�L�,�NC?`� PBMpp17 SiNGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON THE TABLE. A.LYNN�ILLER�P.E, ALL RIGRIS RESERVED Sarrm/A/adeh. Se6k: Shoat: t7mwinB NO. Rar. PEA 58705 CERT.OF AUTH.#129266 SH-5500 NTS 7 OF 13 MD-SH5500-01 B � Ym a Q= om 10 � b•Stgoe <� g � w W � o � pn� t aw»awe wana+wY 5- [] � m awKawe Z anan ^ JESSE m �$ ens Z p § aw.aawe N � Z if3 N g and1 � ;mow awnnwe 3 70: n°, m jaxMawa O tv SON waysey MEN dxa,wY � Ute' S 'an:wf On R� p ry dx�oweo z anem¢vT.-l' LL w ¢ aeaai v d H a o p aw�ww Z LL axa�vv ry Iu axa�wa 2f tlna,wv i wax •`�`tier•. ���!, � an,�ws -44 `too awana7V n.�. Ji w A U w K, ufOi Aoki Y: o ¢ O-,7�xe �� dw.nww y > z n fic':O m a awawv ^ �Dy; C `'�� nnva •5�` � iaPa$I N N ry N n n N N N N N N N n N N ry N N N M ry ry N N N N N N N ry N n N N N N N N N N N N N N N N N N ry N m� aw+�mwa tlnemaY ma•awe � .awabgv ai LL m awaroav ^ � � r s w m �}o awMawe n p O �t an a,c ^ ddddis o y .sopa' w N anavw9 d 2 dnemVtlN J w 2 O aw+.owe K 2 O • a 2 O 0 O z ax.aww anaaaY ^ .h aueatt17 111 x 4 rc Z � w afeaw .- w dx�wd n N "� anamVY u1� j C7 Z Z 8 awknw8 N ^ a 4 ~ zd rv^.•N N N.•ry N N N n N^n N n n n^N N-----ry n n n n n.-----AW O �' LL ERE����''s�mhm�- fam� °�SRI=aIFIgms i8 F1�F ;#Ki9�C��ri�FItOFI�kF�7<�m�F1�C��<�R1gq��<��1�w•.s w E N m6' fl�� 3w mho^ 6 �m O'..m �'an ppov� mH bim m'n�HH 4 d N W N �L1 � aN�'�Ll�yx wS (n F• J �w €€ ew€� €sa��Fxc? o o w o sit � � `� E WIF cw A Is�W� m p Ee �x w s0410piws Will w N F :a V a ,> Zpo m SmMmrBiak lia¢Ie M! �y,sn D Z4 q t N v�.• � -i a b _ p N �s a D sw' 0. �0� H3ftF1 gq g $ °3 $ c A. a o 0 0 �tla o y m ��B�H � m N Q t`r7TiN go=$ .2� F �REv$m b' R. rsa.`- )3��Q ms- �m� -t2QB �m $e%» nyi 4 Ns B m w m m m w o o� i mo m rza a ooymvaa��a3��� p�ttffi - �a tn c C 2 'gy p N Q��pFit Et to "C tlCI t&w5t �<3�tR y �jt3 �ffi;p3 d2tC t to ^7 z� nam .... . .... ....Fi.. W3 r�oli; v 4 �m AUore MR 1 fi m Z w p n y 1•v w » BdPktiR 2 rrMR n M -TI m -- O Z Z (,Zj O C w Ab—MR q 1 /7 m w v 00-UR d:9 TD a C7 cn<{ Ftmc a oa 7 i m w Abore MR Er 0 P * v BdowMR m -mu Roaea �`ZqZq Z2 w » ad-US rn A O b D nr RmeK R m � S m w » Amre MR z » ed-UR m ACore Mft z O r v BdvxtlR N y MagS � z N -C: y Amre MR q TO G7 O » Bd-UR jRpa01r g s m m » MdowuR g m 77 lYd6C 8 m AEow MR g Z v BdcwMR tl�i �a a A .MR qq w w w a w w w w w w w v v v»»w w w w v v v v v w w w v»v»w u w v ro v ro m w w v v v v v v»» » q..R d s Rwwdw v v»»v v v»v v v v v v»v v v v v v»v v v»v v v v v v v v v v v v v v»v v v v v v v v m Ab..MR I, v Bd-MR3 ' d..••� ADretl�R e vn m TZ:ewt yL"'r. O fro » BdourtlR 9 v Allow R �� //,t`jllllflltllll�� v BuawuR p Mwd- (('1�} ,?�y Row MR y F A Zm v BdoWMR m�i 14ads & > r-O AOow MR O 80—MR] g AmreuR m v BdcWMR � � g a �+g g Ahaw tlR i Z•• .O C » 8,1-uR 177 C� Hul. a a y. m Q^ NnveMR HW0 ftpre MP C Z ro Bd.MR c Z G AEowwMeenR Q S v BdowMR titltic co a 0. m m p D �g aS 3W r >p�ro MR O itzc," so pC3\UIoqq $ O Y rm t`h 1 t9 3 v, a O O LO wtpN al�ro a?}z p Zw ZZj cmn.4 rnzLL o$. �'a O .2i J r- LL W Co C Z > an Awa ~ (n arvowv FFFL7 ^F .......01 1+-1-1.......... C:, Lu m aw�wa _t g aW oaa a 'S Z '•Z aw erow A< h ««« rmrmmm „mmmm wwmmmmmmmmmmm...mmmmm..m... s awrowe � �u awm�e rZ I anepaa S�� (j b aw�wa ~m yy p C? qt:}I m1m U O T �- Z4:0�is °g�awa�av dam., � •��Crj•. arvaccv rnHnmr�r..�««�mn«n..«r«n«rrwr«N«m«rr«N«MnwNnr«Mnw...vn« aw a nav aw a+ory zo e aaw.n�wa Z an�a6 mjm z Q t9vf1 f- an+ama anaom, .w w cc i an Aaa win-.a ry M W U awro N S w awe w V O �; aw=wyy - .w 2 z ,Duma .. s W F T arra „a w p v aWo,wy --Ox s- '�m $e �„aNmm ��= ^Z a,- s a g a .s $ x a e x a z w z $ n Wag eke "fin°y ��_ ”"� w,- p m w � ts ''aIInW$ amg = q - a s" mmgaH �ag - x N r m w s F �Z F a F � ik7tVBgi�R9�DUM1i �`� Z .- iv co 4AN CONE HOT-MELT BUTYL TABLE 12; TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cont STRUCTSILICONE 3116"NOM. # Pan# Description Mafenal # Part# Description Material POLYISOBUTY1/4r NOM, FOAM WITH DESICWITH 1 620101 Single Hung Frame Head&Jambs-.1-Channel P C 45 720197 Auto Lock Mechanism C SteelDESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASEXT,GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHiDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SHIDH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4'PH.PH SDS(Keeper Screw) SSNT.GLABS 7 620107 SH/DH Frame Sill-Fin _PVC-- 51 420181 LIR Beveled Tilt Latch Comer Key PVC INT.GLASS 8 1 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 76 KODISPACE SUPER 14 620131 IFixed Meeting Rail PVC 53 7634PHFL #6 x 3/4'Ph.FH SDS(Comer Key Screw) SS 4SG TPS �SPACERQ NXT nO 16 620129 ISash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PUC 17 620134 IBalance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 18ash StoptScrew Cover PVC 56 720207 1'Tilt Latch Spring SS ALUMINUM 19 620156 IPull Rail Interlock 6005 T5 At 1 67 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT pOLYISo DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tift Latch Finger Puii Cast Znc BLIMENE 21 620157 Beveled Interlock 6005 T5 At 69 420180 Piot Bar Comer Key PVC 5/16"NOM. SEAL 5/16"NOM. 22 620145 Beveled interlock Cover PVC 60 720206 Piot Bar S3 BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HO Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS tom'GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Gast Znc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 778588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml LG.Bead PUC 32 61719 Weatherstrip,.187"x.220°PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS M ANT.GLASS 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block(7/8"x 1'x 118"),85+1-5 duro. PD7e DURASEAL )CL EDGET 35 78X1MTTT #8 x 1"Ph.PH SDS(Intedock Mounting Screw) 80 61012 Extruded Screen Frame LJ 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Coker PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0000( Constant Force Balance 84 47041 Screen Gomer Key without Pull Ring X 2 PVC 41 #8 x 314"Ph.FH SMS(Con.Farce Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 78X114FPAX#8 x i-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material PRODUCT REVISED 75 KDmmerling 4SG TPS Spacer System -SC—r4 cede 6h the atxkta B.ilding77 Quanex Super Spacer nXT with Hot Melt ButylSee this „t I t I$ Db3o.o a« 5 eptsneo No 17 Sheet for �o �1Y Ly NN ,, ReNelon: f: rtan uDato �„D {}.,......N DY 78 Quanex Duraseal Spacer Materials ��� � •' 4icEN aa sF .�� Adrnmi nde Ptrducl 79 Cardinal XL Edge Spacer � �t':•' •� , REFERENCE TEST REPORTS:FTL-8717,8968&8970 *.: NO.58705 -_ •�71r- C7 --D Dsscrrpfipn: Dmrn DY: 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI �.O„n'., STATE OF N.VENICE,FL 34276 s •.FL ORiDa:'� (941}460.1600 RUM Dote: NOTES: 60PMGHT02017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 PGTM1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD,,TO BE LABELED FOR AAMA EXTRUDER CODE. 7rrrllrl tll��t ALLRiGMREssWVM SW-11110deh Scorn: Shaeh CERT.OF AtrrH.#29296 orovrnp No. Rar. 2)ITEMS#9-13,15,24,28,29.34,39,61.62,68.71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. S H-5500 NTS 12 OF 13 MD-SH5500-01 B P.E.R 5970.5 OPT.SWEEP LOCK gg 6 48 OPT,AUTOLOCK \••- O 4 0 47 `'•� 18 2U O 57 OR 58 I 48 85 51 OR 52 i 1 O p I 56 45 i Y O OPT.PULL RAIL i I 44 •� 82 ORO 19 INTERLOCK& COVER 56 c O 87 p 4 86 OPT. 21 I "�•, .� BEVELED lMITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 'p O &COVER I\' FRAME WELDS 18 i �\, 54 72 X4 16 72 X4 53 I Y� 80 ORB 50 44� `•,•``` 7 > .. 14 P1A1'�C ----------- r SCREEN 49 `�, sO OPT.PULL 64 WITH LATCHD� DETAILSQ 41 40 CONSTANT FORCE j ' OR 83 ` BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL'BALANCE HANDLE 83 67 1 18 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME wELDs 66 / 3s DETAILS �•�;'••. EXTERIOR - 1 59 An, "RODUCTREVISED - - ACHES T 5 u complying.,,ith bis Florida '\ O RACgNC 53 ! 3uiT3 ledpCode --' -•--__- E_----• Acc tnnco 1T-n6s_o, "'•..` 1 11 11 __._________________—_._._.__.__. Ezpirntiau Daatt e t 2020 FRAME \ \ ` Y LYNN/,,/ Rev elan: 9(6mi ao Proeucl co ASSEMBLY 1fCENSF"'•�( DETAILS ' 13; No,58705 Dewfptl— Drown By: s� CAS 1070TECHNOLOGVDRIVE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR %Q T � N.VENICE,FL 34275 NOTES: !� :�C�S•••F�ORIDP,•••���� (941 X80.1600 Tifle: Date: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i,iS�Q"'•-• NG`�� D01MGHT02c17 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. I�� NAL E1��� PGiwous7AiE9,iNc. Series/Modal: Style: Sheet: Drawfnq No, Ray. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. f f 1 I' 11 Au.wctm ttESFAVEU 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN MILL l ,P,E. SH-550O NTS 13 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.1129296