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HomeMy WebLinkAboutNotice of Acceptance i M IAM I.DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This 140A 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 j 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"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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 i 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 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.15-0519.05 QI- MIAMMDMEC...... =UNTY C Expiration Date: July 30,2020 7 f,VO ) Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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. 2. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel a ez,P.E. Product Contr xaniiner NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. - 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(Clear and White) Glass.Interlayers"dated 06/25/15, expiring on 07/04/18. 3. 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. 4. 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. 5. 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 FEC-2010 and FBC-5'h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, 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. G. OTHERS 1. None. Manuel er z,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 E-2 Approval Date: July 30,2015 TABLE 1:ALLOWABLE GLASS TYPES Glare Design Pressure Frame Glass Frame Frame Description(Elated from Exterior to Interior) Types Options ConfIga shapes Installation Options that may be used Type Table 0 sheets (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 171V Laminated I.G.:118'A Exledor Cap+7116'Air Space+5116'Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedeyer 4,5 6 ... 8 7/8'Laminated 1.G.:1/8'T Exterior Cep+7116'Air Space+5118'Laminated;(2)Liles of1/8•A Glass wllh.090'PVB Interlayer 4,6 6 Equal-Ute, Square/Recl., .Into 2X Wood Freme/Buckstdp-sheet 3,option 1 7 7/8"Laminated I.O.:3116'A Exterior Cap+3/8'Air Space+5116'Laminated;(2)Utes of 1/8'A Glass with.090"PVB Interlayer 4,6 6 Flange Through the name ..,.into Concrete/CMU-sheet 3,option 2 (#2) 25-16 OCottage Arch Top 8 of the wirxMw. B 7/8'Laminated I.G.:3/16'T Exterior Cap+3/8•Air space+5118'Laminated;(2)Utes of 1/e'A Glass with.090'PVB Intedeyer 4,6 6 &8 Cottega Radius Top ••••through 1X Buckstdp Into Conerele/CMU-sheet 3,option 3 9 7/8•Laminated I.G.:1/6'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Utes of 1/8'H Glass with.090'SG Inledayer 7 7 ....Into Metal-sheet 3,option 4 10 7/B'Laminated I.O.:1/B•T Exterior Cep+7/16'Air Space+5/1W Laminated;(2)Liles of 1/8'H Glass with.D90'SG Inledayer 7 7 1 Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box 1 Equal-Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G.:3/16'A Exledor Cep+318'Air Space+5116•Laminated;(2)Liles of 1/8'H Glass with.090'SG Intedeyer 7 7 0 Equal-Leg 5-18 Od Cottage Radius-Top p of the window...... through 1X Buckstd Into Concrete/CMU-sheet 3,option 3 12 7/8'Laminated I.O.:3116'T Exledor Cap+516'Air Space+5118'Laminated;(2)Utes of 1/6'H Glass with.090'SG Inledayer 7 7 (#q) 8 Cottage Radius-Top 9 P P 13 718'Laminated I.G.:1/8'A Exterior Cap+5116'Air Space+7118•Laminated;(2)Utes of 3116'A Glass with.090'SG Inledayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:118'T Exterior Cap+5/16'Air Space+7/16'Laminaled;(2)Liles of 3/16'A Glass with.090'SG Interlayer 8 7 Through the ....Into 2X Wood Freme/Buckstdp-sheet 4,option 5 15 7/8•Laminated I.G.:3/16'A Exterior Cap+114'Air Space+7116'Laminated;(2)Lites of 3116'A Glass with.090'SG Intedeyer 7 7 ,i-Channel EquPravle, Square/Rect.&.,integral 6n ,,,,Into Metal-sheet 4,option 7 16 718•Laminated I.G.:3/16'T Exterior Cap+1/4'Air Space+7116'Laminated;(2)Utes of 3/18'A Glass with.090•SG Intedeyer 7 7 01) 5.8 O&Cottage Amh-Topp, Through the frame....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 8 Coftege fiedius Top of the window...... ....Into Meted-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Bucksidp-sheet 4,option 5 Min.Edge Min. 815 MAY NOT BE USED IN Equal-Lite, SquarelRect.,integral fin Group Anchor Substrate THE HVHZ ABOVE 30'. Integral Fin ....into Metal-sheet 4,option 7 Distance Embedment' • ( ) 5.8 O&Cottage Arch-Top 8 Through the frame ....Into 2X Wood FremelBuckship-sheet 4,option 6 8 Cottage Redus-Top #10 SMS P.T.Southern Pine S =0. ) 7/16' I 81 of the window...... ••.,Into Metal-sheet 4,option 8 (steed,18-8 S.S. Steel,AW 3/8' 0.050' 'MIN.OF3THREADS "A'=ANNEALED or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451'(18 Ga.) BEYOND THE METAL FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •H'=HEAT STRENGTHENED A Aluminum,6063-T5' 3/8" 0.050" SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine(SG=0.55) 7/16" 1.318• STEEL STUDS, ❑q 'PVB"=.090•BUTACITE®PVB min.2.85 ked 1' 1,3/8° MIN.Fu=45 KSI 8 �j BY KURARAY AMERICA,INC. 3116"steel Ultracon Concrete ( ) MIN.Fy=33 KSI. 7' Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" 2 flo O 6 -SG"=.090•SENTRYGLAS® P.T.Southern Pine(SG=0.55) 9/16' 1-3/8" "UNGROUTED CMU" / INTERLAYER BY KURARAY #12 SMSteel,A36' S 3/8' 0.050' VALUES MAY BE //f BOX OR AMERICA,INC. B (Steel,18.6 S.S. FLANGE USED FOR GROUTED 777 EQUAL- Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMV APPLICATIONS. � LEG PVB AND SG INTERLAYERS MAY Or 410 S.S.) ALSO BE MANUFACTURED BY Aluminum,6063-T5' 3/8" 0.063° EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. 114'steel Ultracon Concrete(min.2.85 ksl) 1° 1-314" C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" FIGURE C:FRAME SHAPES 1/4'steel Crelaflex Concrete(min.3.35 ksl) 1" 1,14' -BUCK WIDTH -- {BUCK WIDTH BUCK WIDTH 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 1-/4" 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" / F ° / r / 1 3 1/4'steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 1.314° J-CHANNEL= 7 INTEGRAL D ungrouted chiu,(ASTM C-90) 2-vw w w 2" 1-1/4• _ _ _ Q FIN 1/4'steel CrefeAex P.T.SouthernPine(SG=0.55) 1" 1.3/8" 0i u w x L) w e0 114"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2' 1.3/8" 'm M J= 1/4'steel Aggre Gator P.T.Southam Pine SG=0.55 1° y p p Growled CMU,(ASTM C-90) T 2- RECTANGULAR RADIUS TOP l ARCH-TOP o TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED,SHAPES MAY PP P Y 6 n rorcd ar corn I In al-111)th, BE USED BY INSCRIBING THE SHAPE INABLOCK AND OBTAINING Florida it ngC ,. Group Anchor SubstrateMin.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM pate . Distance Embedmenr THE TABLES ON SHEETS 9.10. I I r r 1:OAH E 2.1/2'It.131'Common Nall P.T.Southern Pine(SG=.55) 318" 2-7116' �`\ i LYNN M/( 1111 Revfeed W. Dale: Revision: ml e e ProdcU os 2-112'Ring-shank Roofing Nell P.T.Southern Pine(SG=.55) 318' 2-7/16' ZCN•'' ENSC P.T.Southern Pine(SG=.55) 112' 1.318' \?� #10 Tfusshead SMS Revfeed 851: Dale: Revision:(steel,18.8 S.S. Aluminum,80(33-T5• 318' O.D50• _ No,58705 or 410 S.S.) Steel Stud,Or.33' 310' 0.0451'(18 G8.) — IY— m Description. grorn W. F Steel,A36* 3/B" 0.050" MIN. -7 G S w= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND ^-U••, I o ) L-/ P.T.Southern Pine(SG=.55) 9/16' 1-3/8' THE METAL ST TL f �_ 1070 TECHNOLOGY DRIVE Aga: Date: #tzsMs Aluminum,8063-T5' 3/8' 0.063• SUBSTRATE.FOR UT''•.,F'LOR\�P'' RC1,= N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18.8 S.S. STEEL STUDS, CCS SGC Steel stud,Gr.33• 316• 0.050' S/oNP,\- (941)-460-1600 or 410 S.S.) N.Fu=45 KSI 8 r SeAea/Model• Soak: Shea: Oran q No. Rer. Steel,A36' 3/8' 0.050' MIN.Fy=33 KSI. A.LIMN MIALIA`P.E. P.E.e 59705 CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION_ DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 —YT EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 1g 1/q'MAX SHIM �- FRAME OR BUCKSTRIP. T I _ SASH VISIBLE 17 EDGE SEE NOTE 2,THIS SHEET. G� EMBEDMENT 18 LIGHT WIDTH EDGE DISTANCE - I��j FLANGE FRAME DISTANCEU SHOW ` N . .' 2222- --. '-, 44 BALANCE __ (LJ _ —- TYPE VARIES o TYP.ANCHOR —LI/4'MAX TYP.ANCHOR TYPE42 WITH SASH TYPE, , SHIM WEIGHT 54 EMBEDMENT EMBEOMENTAND R 30 AND EDGE TYP.ANCHOR TYPE, 2 EDGE ID� 31 a� DISTANCE PER EMBEDMENT AND EDGE DISTANCE PER� ILII�^ DISTANCE PER SUBSTRATE, SUBSTRATE, r °-' EDGE SUBSTRATE, SEE TAB O �JI SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. � o EXTERIOR 87 ' DIST I+ANCE SHEET 2LE 2 18 Ll\V\ �L —I FIXED VISIBLE 4 FIXED 19 20 OPT.SASH TOP FLANGE I 'I LIGHT WIDTHEQUAL VISIBLE LIFT RAIL FR7J.1E I 2 �ILEG/BOX LIGHT FOR ALL WINDOWS: HEIGHT ) NOTES: SHOWN r BUCK WIDTH FRAME ANCHOR ANDA HORIZONTAL SECTION A-A SHOWN 48 FROM END AND AT 1)USE ONLY j 49 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.' SCREWS Q16-318• INSTALLATION OPTION SHOWN MAY 45 46 47 14 FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. 114'MAX. _ p SHIM I #10 OR 1$12 STEEL 1M MAX. BUCK BOTTOM 2)MASONRY ANCHORS MAY BE SELF-DRILLING � � SHIM HEIGHT O 0 ADD ADDITIONAL SCREWS Q 8-318' USED INTO WOOD AS PER TABLE 2, SMS G5 SEE TA g5 FROM END. SHEET 2.ALL WOOD BUCKS LESS E3 BLE 2, 30 THAN 1-1/2'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS n yy 16 DEPICTED AS 2X ARE 12XTHICK Ll�� 86 J— USE EITHER OR GREATER.IBX AND 2X BUCKS ILIIIJ D111 OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1- 81 30 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANG£ EQUAL EGIBOX INTERIOR 31 / TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME o LFRAME WEEP LOCATION:6-518' DESIGN AND INSTALLATION IS THE SHOWN NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION V INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHOREDTHROUGH F11716 J Jd aB as complying wllb Q4s ' EQUAL-LEG/BOX 1/4•MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Dale. - FRAMESHOWN ❑� 1111111! NOAR pNV LYNN 7y7 7i� M1 . l dePr uu Revised By: ate: Revlslon: .27'X 1.25' •., NO ANCHORS Q .. 1,IGEN,SF'•.,F,P Ity WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS )T Rovlred t7y: Dale: Revlslon: WICOVER @ FLANGE OR No.58705 2.87"FROM 38 ° • EQUALS OR WIDTH __ EACH END. FRAME SILLS (ajSASH:BUCK WIDTH-6.112' - ® Descrfptlon: Drawn t7y: Q FIXED LITE:BUCK WIDTH-4-318' -•�I.--:� 7 IS 1�•; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI S(A'EOF •(C7\� Dole: HEIGHT(EQUAL-LITE) '•.,FCORIUP ,•'���. 1070 TECHNOLOGY DRIVE Atle: VERTICAL SECTION B-B N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 BUCK HEIGHTl2.3-15!16' ii Los YG %rvr�U/fV�(-1��1;� ` (941)-480-1600 Series/Model: Scale: Shoat: Drawinq No. Rev: AL/I✓If�11LLER,P.E. CERT.OF AUTH. 829296 SH-5500 NTS 3 OF 13 MD-SH5500-01 RE.# 50705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 —I EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR Ir— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Ir- EMBEDMENT 1 NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O +— 114'MAX SHIM 114'MAX SHIM - SUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, _ SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE �� 18 LIGHT WIDTH 17 Q FRAME DISTANCE PER SUBSTRATE, SHOWN O SEE TABLE 2,SHEET 2. --- -- o (SCREW SHOWN) 44 BALANCE EMBEDMENT ff � 4 TYPE VARIES T114"MAX SHIM 42 WITH SASH 1 �a DEMBEDMENT ISTANCE ER D EDGRATE, DISTANCE CE R❑/�TYP.ANCHOR TYPE. E GE WEIGHT 54 30 SEE TABLE 3,SHEET 2. uD�o EXTERIOR 3 I \ TYP.ANCHOR TYPE, 18 (NAISEE ABLESHO3, g7 hv\ INTEGRAL EMBEDMENT AND EDGE 0 FIXED VISIBLE ID FIN DISTANCE PER SUBSTRATE, FIXED 19 201 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE J LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR o0 3.55' BUCK WIDTH I 49 I 48 21 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 0 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 38'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY I/4'MAX. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS Qa 16-3/8' INSTALLATION OPTION SHOWN MAY SHIM r 1q 45 46`47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX. HEIGHT 50 O II 16 ADD ADDITIONAL 2)MASON WOOD ORS MAY BE TABLE 2, SELF-DRILLING SHIM UUU SCREWS Q 8•3/8' _ SMS(G5).SEE 85 30 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS (] TABLES 2&3, Q� SASH THAN 1-112"THICK ARE TO BE SHEET 2. D EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS L 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK OPT. 66 OR BOTTOM OR GREATER.1X AND 2X BUCKS LOCK(SHEET 3). Q �— Q 65 (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 - g3 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR a INTERIOR 31 LOCATION:6-518' FLANGE REMOVED TO THE STRUCTURE.WOOD BUCK FROM SASH END. ���o IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN c REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL �PProvad se tomplylag wllh Qhs INTEGRAL FIN 114'MAX ANCHORED THROUGH 21:1"A aid ng e BEADING TO BEADING. INTEGRAL FINIFLANGE REMOVED FRAME SHOWN O — SHIM 111111111111/rr INTEGRAL FIN INTO METAL ( ) Dtltci �� ��� Revised Dale: Revislon: nOA# y 27'X 1.25'WEEPHOLE - `� ,`.Z,O,..•••••.., (e� �' �° emlD eProdnU 38 WICOVER@2.67' -�_ T C�,.• �10ENSF ''..'P . FROM EACH END. �� I Y.- FROM LIGHT FORMULAS RaHsad By Dote: Revision: O �1'r r No.56705 '•�r =_ TYP.ANCHOR TYPE, 0 EDGE DISTANCE _ EMBEDMENT AND EDGE WIDTH - y— _ Oraxn By. DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-111' _-O �//��/ �LY 0 Description: SEE TABLE 3,SHEET 2. EMBEDMENT Q FIXED LITE:BUCK WIDTH-4.318' %f� ••, S' E/ LLI; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) (� AT OF HEIGHT(EQUAL-LIT !moi( ••.!'C DRIOP..•' \��� 1070 TECHNOLOGY DRIVE Dtle: D°I° ANCHORED THROOU OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT11.3-15/16' ,��/rSSIUNAL E`\G� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 INTO 2X WOOD FRAME OR BUCK- I/1 I 11 1 I_ (941)-480-1600 Series/Model: Scofe: Shtet: Droving N°. Rev: STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF RUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 P.E.b 58705 TABLE A: TABLE 5: TABLE 9: Rt-Ta.. Design Pressure,lbelle 01-TTP• eotban swn Desi nPreEsure,Ihe7ll2 Ota•. 6,$.766 E 6.oh lklda 9 TVP•. Design P mooure.Ibwt7 e%50.0 R.W.L•wi � �� R.V ON [Iuak YMh 6,1 6 8 R.Nt L•nl R, Iota 57.175 +85.0!•70.0 Ri F.f.II Nindwvs seah sizes 23,5 ER.Iwft 11196 4e5A •70.6 -BEA -ro.0 R.Id I-I SUndad Coop. 11.517.15878 •35.6 -70.0 .650 .78.0 RI FW.E.J�-dt•sh t4.s SEE TABLE 9,SHEET B FOR 28 Egpwale 11.563.db1B +85.0 .700 .05,0 -70,o SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Steward PSWm 11.377-it.U2 .6&0 -70.0 =656 -7D4 ANCHOR GROUP AND QUANTITY. Tmsl 23,511.25268 +05.0 10.0 +850 •700 SWO.W C•Oep 20,958-7A.516 ,85.0 .70.0 *850 .70.0 37.375 Ea17.61720,557 .05.0 -70.0 .85,0 •704 o StaeWd PIN- 14617.17510 +85,0 •70.0 +664 -78V S7M.1 es1 I I1.377-14576 035.0 -70.0 +65.0 1•70,0 t 0771 27585•3fAfi •65,0 .70,0 •a5,0 .70.0 C441=S4e 2FS17 27.582 =95.0 -70A 4350 -700 HEADER SWdaN EoSaaa 23M?T Nafe +35.0 -730 -aco .70.0 !p1 44 eg". 20577.23.51$ 455.0 60.0 •064 -70A U HEADER 23 smwazdRW- 1.51.20.51E ,65A -70.0 +650 -704 23 Wnom 1+-377.1.61$ 435.0 •70.0 +35.0 -70.6 o 3116161 H.m-ubm .es.o ao.o •es,o .ro.o TOW 3t.553.35.9it 4854 •70.0 +65.0 .70,0 p 510 and Capp• 20.617.37.58 0$50 •TEA +660 •780 MEETING RAIL Eq,"* 20517.23516 +65.0 .704 =ss,o •70.6 a MEETING RAIL to Slewvd RvAo 11.517.20516.65.0 -ro,0 •35A -730 26 D C-w.s4• 11.5!7.17.510 ,aS.O •ro.0 +WO -70.0 27 e E7(TERIDR C.1-S4. 12.517.14.518 465.0 -704 4650 -70A ('1.. ^c stwesl 11.377.12518 •35,6 .m -SSA -70,0 EXTERIOR Vv T.w 33 NO 37.530 465,5 •70.0 485,0 •70.0 a e 23 slardudcW p 26.517.mlo7 ,ao 40,0 +65,0 -70.0 JAMB y E"41t. 23.617.26.516 .65.0 -70.0 +850 •70.o JAMB 23 cu:fom 54o 20.51.23116 .35.0 -m.o ,ESA •70,0 EX7ERtOR SASH �' Slandara PrvMn 17.617.20.510 .65.0 -730 .85.0 •70.0 EXTERPOR SASH (,7 HEIGHT Cap lit. I bbl.1.518 .e5o •70.0 .35.0 -70A (+] HEIGHT C+emm s4e 12-31.1451$ •es.a -730 *M" -70.0 snan�l 77117.1516 .65.0 •704 -65.0 300 OTusat 36.517.41.64E .55.0 .70.0 +aoo .70,0 O 23 61c0 ca ap 3L517•oe.678 .e5.o =70.o' 005.0 .70.0 23 _ Eqs U 20.517 31.5t8 .85,0 •700 +35.0 .70.0 p SILL Il St..Wd PI.A- 26577.20118 .a5.0 •70.0 435.0 a0o U 02 C. siie 217.517.23.616 ,155.0 -70,0 +95.0 .704 1 SILL (j jl C. 54. 11.517.20.51E •55,0 .70.0 -950 .70.0 C.-84. 14517.17.518 -&4A •76.0 .95.0 4$.1 C. s4. 13.017•94510 465.0 -70.0 .05.0 -07,3 o sto2m1 11.385.13.018 .65.0 .70.0 +16.0 A8.5 TOW, 3DS17.41.644 ,65,0 •70.0 +65,0 •70,0 .� Cutts.S4e 30.617.39510 $UID •70.0 •65.51 .70.0 Epw . 35517.38510 .650 770.0 +650 •7010 SECTION DETAIL FOR WINDOWS WITH 75 CWtems4. 3251.35516 .85,0 aoo 465.0 .10.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5 6 7&8 st..a4 mwm 2951.32.5te .65.0 .700 +QTD o LEVEL R2 REINFORCEMENT&GLASS TYPES 5 6,7&8 {REINFORCEMENTS SHOWN IN FIGURES ABOVE cwswuslaa x517.29.ate •65A -70A (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES d slmo+l 25570.28.518 .as.o •ro.o APPLY TO ALL FRAME TYPES& CONFIGURATIONS) Epwrlo 36.5/7.t1.aQ +65,0 -700 CONFIGURATIONS) 54 cmrae su• 35.517.30.518 +05.0 -70.0 sn+duavradoe ]]eta-asset .wo •7o.o 6a118 Tt05u 41,044 -65.0 .704 F76Hda n! nQC e D$1C t D SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NpAd t,%- 7 tt7 Rav/sed 8y. Date: Reviskn: M ami Dad,Pmdud UAq LYNN Ii ` �,,.• �10ENSS• P r Revlaed By: Date: Revlolon: NOTES: N1.59705 >4 fj Do-fpftan: Drown W. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. '� tS Q• .�7^ •0�; DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �f0 �OI' •!�'- 1070 TECHNOLOGY DRIVE 17(fe: Datr. ', V` N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN wv IS/Qn� C\P (941)-460-1600 Ser7ee/Afodeh Saole: SbesL• D7awlnq No. Rev ON THE TABLE. � A,L.pb,Bit7905'P.E. CERT. OF AUTH. (129296 SH-5500 NTS 6 OF 13 MD-SH5500-01 TABLE T. TABLE B: 9.42-tea t8 8dtom5mh S..hl 1A 0001911 Pr6aeum,tbelAl Bdi.m sash IE4 16012 Oes nPrn.ura tbtiRt7 DO.OrI911pn 0..O4pkn SasORHdO 19 RHnl.La6.l womnRupe Rorgs(nl VInldOrr Buck ymb Witt.La9N for 1100119.010. 9.+1)9.111 WYAmr Beak Widh 1 GST } Wb49 b 52126 84 J 18 24 1 32 36 40 /6 52125 51 -�- 215 EWu46. 11.30E •70.0 •110.0 +70.0-110.0 +10.0•110.0 .70.0 410.0 235 Ev". 11.304 •70.0•110.0 -70.0•110.0 -70.0•110.0 -70.0.1100 -70 0-110.0 40.0•110.0 •10.0•110.0 10.0•110.0 5"11011 CMl pa 14517.15.8)0 479.0 •110.0 .70.0•7100 •70.9 .110.0 +70.0•IMS m d dcaea9. 14.517.15810 •70.0 •110.0 •70.0•110.0 •70.0-110.0 •70.0•110.0 -70.0-110.0 -710•110.0 .70.0-10.0 .700•110.0 EpdJ6. 11.583.14.616 470,0 Mob -70.0.110.0 .]0,0.120.,0 -70.0•110.0 2B Etvakte (1.583.145tO +70.0•110.0 +70.0-110.0 -MD•110.0 •70.0-110.0 .70.0•110.0 .70.0-110.0 .70.0 410.0 •70.0•110.0 28 slaMwe 171106.10 11.311-n.5ez .m.D .120.0 470.0•1101 -7aa.1100 +70.0 •120.0 3"11011 wo4.w 11.311.11.562 470.0•1700 -70.0 410.0 -7a.p 700.0 .M.•110..0 aD.o 410.0 100.0•110.0 •70.0.110.0 -10.01-110.0 HEADER T.Omt 23,517.25.288 •70.0.1102 .70.0•110.0 .70.0.110.0 .70.0 41o.a TOW 23.517.25.280 •70.0•210.0 •70.0-2100 •7D.0•110.0 .70.0•110.0•rap.110,0 .70.0•II&D .70.0.ttaa .70.0•110.0 31011.11 Cotl.9. 20,058-23.516 .70.0.110.0 +70.0.110.0 470.0.110.0 +70.0•110.0 81.11011 CDd.pe 20.066.27.518 10.0•110.0 •70.0-110.0 •70.0•110.0 +70.0•110.0 +70.0.710.0 +70.0 •110.0 -7D.0 •110.0 -70.0•170.0 Qrj 3).375 EgWis. 17.51740,00,7 -70,0•110,0 170,0 AIDS +70.0•110.0 •70.0•108.0 31.375 E0u1410 il.517-20.057 .700.ito.0 -70.0-118.0 .70.0•210.0 +700•354.0 +70.0•110.0 -m0•110.0 -70.0.110.0 -70,3.mo SWHrd Prp4arr 14.617.VMS -700.110.0 .70.0.110.0_*mo .110.0 +m.0.110.0 S1.ndwdP1n4.1 14Sit.17.516 •70.0•110.0 +70.0.110.0 •70.0 -1100 q0.0-710.0 •70.0.110.0 •)0.0-110.0 10.0-110.0 +10.0•210.0 Sh taH ii.gT.24.516 +70.0.2160 +70,0.140.0-7011 447.0 +m.0,4010 Shwk.t 1/.377-1{.510 -70.0•210.0 -70.0-110.0 -70.0•120.11 -70.0•110A +70.0•110.0 +700-1104 .700.107.0 •10.0.1010 TYYeI 2r.50 1149ii 4700 .110.0 -70.0 90.0 470.0 •90.0 +70.0 •70.1 ?mast 27.593.31.011 •70.0 410.0 •70.0 •110.0 •70.0.770.0 -70.0-HOA -70.0-110.0 -70.0 419.0 •10.0 410 111.0 90.0 Q gxikm ska 20117 27.582 .mp 010.0 .rao 4too 70,0•flap .700-210.0 c'w_Sx. 26517.27.582 .ro.a-110.0 •ro.a.1100 00.0•110.0 -700 40.0 .70.0.120.0 -70.0.110.0 4100 4100 .70.0-1100 _ Q MEETING RAIL S"Mwd C.tl.9a 23617.20610 .70.0 .ICA .m.o-non -71).o-.1100 qop-110.0 SI4MwdCod.9. 23.517.26.515 •70.0-110.0 +70.0 411.0 •71).0 1.110.0 .70.0•110.0 -7D.0 -110.0 .70.0 •110.0 •70.0 410.0 -70.0 410.0 44 egda. 20517.23.518 470,0 4MO +70,0•110.0 .70.0 4100 +70.0•110.o 44 EQuG44. 20.517.23.510 •70.0 410.0 •70.0•110.0 +70.0•110.0 -700-110.0 -MO-110.0 -70.0•110.0 .70.0•110.0 .700.110.0 27 6 StfY.lai6 Pr6dew 17.517.20.516 .70.0 410.0 +m.0•11o.0 +70.0•110.0 +70.0•110.0 M"NdPfM.w 17.577.20.515 -70.0•110.0 •70.0•110.0 •70.0.1100 •]0.0•120.0 •11.1-tto.o .70.0.110.0 •70.0 1410.0 1-10.0-ttaa F-X7ERgR WYkm Sit. 1 14.51 .ty.518 -10,0.110.0 +700-110.0 170.0•1100 4700-1 IDS CuH0.0Ombl4e 1,0517.17.516 •70.5•1100 •70.0 •110.0 •70.0.110.0 •70.0.110.0 .70.0-11D.0 .7 -110.0 +10.0•210.0 •70.0•1160 SiWe.t 11.377.24.616 +70.0•110.0 •70.0•110.0 -70.0.107.0.700 470.0 M.M4( it.377.14.516 +70.0 410.0 •70.0-110.0 -700•110.0 •70.0-110.0 -70.0-170.0 -700•110.0 -10.0 407.0 +70.0 tow $1.653-35.911 .700 •710,0 •70.0 -00,0 -70.0 •93.0 .70.0 .m.o TeDui 31.583.35911 -70.0•210,0 .70.0-1100 •700 -210.0 •70.0-110.0 -70.0-110.0 -700 90.0 -7O.D 43.0 -70.0 -0ao �5 51aMwd 1010. 26517.31.562 +700.210.0 170.0 4100 .70.0.210.0+70.0 4%1) Slarvktd Co[.p. 26.3/7.31.582 •700.110.0 •70.0•110.0 +)0.0•110.0 •70.0•110.0 -70.0•110.0 •74.0 410.0 -711.0•110.0 -70.0-226.0 JAMB E4.W" 20.517.20.518 170.0 .110.0 .70.0•110.0 -70.01-110.01+100 -110.0 Epu191. 2D 517.28.515 •70.0•110.0 .70.0 AIDS •70.0-110.0 •70.0•110.0 -70.0 410.0 +70.0•110.0 +70.0 •110.0 170.0•710,0 E1RE9.iOR SASH 0 3117.101 Hodw 17.517.20.0/6 470.0•110.0 -70.0•210.0•700.1100 +70.6-ties 48 Slududi'toAm 57.517.20.518 •700•110.0 +70.0-110.0 .7a0•IrDA •700•120.0 .70.01-110.0 •70,0.110.0 +70.0•110.0 -70.0•110A 4 HEIGHT C.-64. 14 517-17.515 .70170 .0 ISO .0-110.0 .70.0.110.0 .700•110.0 Wdom S96 21.517.11316 •70.0 AIDA •70.0•210.0 10.0 4WO •70.0•110.0 .70.01.10.0 .70.0•110.0 -10.0-110.0 •70.0•111.0 1,1111070 bka 1z.527.u51a 4mo-.110.0 470.0-1110 -704.110.0 +Tao.nae C.O.Sk. 1261?-14316 470.0 010.0 .10.0-110.0 .700.110,0 •70.0-11ao -70.0 410.0 -rao.110.0 -70.0.1110 .70.0-110.0 SECTION DETAIL FOR € srod.n tt.377.1zse .70.0.Io.o 470.0-110.0 •rao.ID.o +700.110.0 a sh.0.1 11.177.12316 -7o.p•110.0 00.0-110.0 -70.0•11(1.0 -70.0•11D.D -70.0-IDA +70.0•110.0 -70.0-110.0 100.0-170.0 WINDOWS WITH Tdlal 312?6.31.618 :mo.1100 4701 9a0 a0.o .x10 .mA •m.0, a Ta its 33.,08.37336 +71.0 AIDS •70.0-110.0 .TAO.120.0 +rao•110.0 •70.0 1 o •70.0 49.0 •20.0 93.0 •70.0 410 Q sl.rd.rocdta9e x0317.63207 .70.0:;'Q.00 ao.o.110.,0".Tap.Io.O .mo 110.0 sia60'afdCologe 26.57033.701 •70.0 410.0 -70.0.110.0 -70.0•110.0 •70.0.110.0 -70.9-10.11 .70.0 110.0 .70.0.110.,0 +IGS•110.0 LEVEL R3 REINFORCEMENT 25 0 Equ.ude 21511.70.516 -JOA 170.0-210.9 070+0.2100 170,0-110.0 5 Ep Yoi. 23.517.26.518 -70,0 410+0 •70.0-110.0 -70.0.110.0 .78A•1100 •70.0•110'0 +m,o-710.0 -700-200 H9Q-210,0 &GLASS TYPES 9-16 7t 49.00 17.517.20.518 -m.o 4+0.1 170.0•1100 1700 410.0 .700 410.0 49.825 Wd.msu. 20.517.23.520 -70.0•110.0 •70.0 -110,0 •700-Io.O 00.0 A10.0 •70.0.110.0 +70.D 419,0 .70.9.110.0 .700 4110.0 (REINFORCEMENTS SHOWN SILL 0 I� SS.Mm sk. 17617.17.518 •70.0 -1w.o 470.0 170.0 .foo.Io.S 470.0 700.0 F sumdpi u.517-20.516 .7D.0 AIDS .70.0 •110.0 -70.0•110.0 •70.0-110.6 •70.0•110.0 +70.0-110.0 -70.0 10.0 -70.0 110.0 IN FIGURES ABOVE APPLY !J Csataa site u517.1J.516 .m.o .120.0 70.0•110.0 -Tan.110.0 -70.0 410.0 ; um-art. 14.517.17.510 •70.0 a10A +70.0-1101 •rao.110.0 -70.0-IM+70.0.Ina -70.6-110.0 •70.0 410.0 lag•116.0 TO ALL FRAME TYPES& Watom stro IzSv•u.ate •700 map .70.0.Ino +70.0 •140.0 170.0 110.0 Cudom Sk. 12511.14.515 +70.0-/10.11 -70.0•110.0 •70.0-110.0 •70.0 420.0 •70.0 -110.0 -70.0-129.0 -70.0.110.0 -70.0.tm.o CONFIGURATIONS) 6701101 11.071.1x616 470.0 470.0 .70.0-tion •rap-Ilan+70.0 Ilao sn9rat 11.377.Inns .76.0.110.0 •70.0•210.0 •70.0•110.0 •70.0-110.0-70X 4100 -70.0•110.0 ea0.11D.0 •lap•1100 ?mat 36.517.41.6" •70.0.11D.o 1 170.0•210.0 .70.0.11E+70.9 -H02 701111 36,517.41.644 •70.0-1110 •70.0-IQ.D •70.0•110.0 +70.0•1mc .70.0-110.0 •70.6.110.0 -70.0-110.0 10.0 405.7 sleMad C+Xl.W 31547.30.516 .70.0•116.0 rm.4-110.0 Mo.1/00 .70,0•110.0 Staros"CP9a9a 31,517.36.516 -70,0-11D.p •70.0-210.0 •70.0•110.0 -70.0•250.0 •70.0-710.0 •70.0 110.0 +70.9-065 170.0-010 c Equ.u4e 20.517.31.518 •700•110.0 .70,0•110.0 +70.0.110.0 -70.0.110.0 8012944. 26.517.31.518 •70.0•110.0 •70.0 AIDS -700-110.0 •70.0 AMD •70.9 1-11DA -70.0 AIDA -70.0-107.9 •70.0-1024 S"Mxd PtaJax 23,517.26.518 amp.110.0 +70,0.110.0 +700•1100 •7m0.110.0 3andud Pr02.e 23.517.25.516 170.0 1-110.0 .700 Ilao .70.0-Ilao 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}0.517.41.624 170.0•110.0 +70,0.1100 +700 •1140 +700•110,0 Ta➢a1 .4/.611 •71).0.110.0 .70.0 -20.0 .70.0•110.0 •70.0.110.0 •70.0•110,0 -70.a.110.0 .70.0-015 +70.1) 98.0 Cwlam St.. 38517.39.510 .70.0-itO.O -70.0•11Q.O +700•110.0 +70.0•110.0 Wdom etre 39.516 •70.0•110.0 •70.0 -110.0 +70.0 .1rax -mo•iIoS .70.0-ICA •70,0•1100 -70.0.02.7 -TSA 90.3 E4Pdp1e 36577.35.556 +70.0 410.0 -70.0 .110.0 +700.110.0.70.0 .110.0 Epu142. .38.516 -70.0-110.0 -70.0-11D.0 -70.0-110.0 +70.0•110.0 •70.0-110.0 -70.0-110.0 -70.0 400.4 .70.0 95.0 75 C+6tom sit. 32517.35.310 '700•110,0 +70.0.110.0 +70.0•M1m0 .700 706.0 IS Wd9mba6 35.516 •70.0-MOA -70.0 AMC .70.0•110.0 -70.0•110.0 -70.0 410.0 -Ta0•110.0 -70.0•00.7 470,0 912 3101101 PrrMmY 29,517.32.510 +70.0 .110.0 •70.0 •110.0 +70.0•110.0 470.0-110.0 SIaIH]Id Prallw12.510 •10.0•1100 170.0-110,0 -700 •110.0 •70.0•1100 .70.0.110.0 -70.0-00.6 10.0•01.6 +700 961 Ciw49tn$ti. 28.617.20.518 170.0 110.0 +700•110.0 -70.0•110.0 .rao 010.0 CUdOmbtr. 29.518 .700-110.0 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TA13LE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Fmt 108 ui�itop pde Ontr�1 � DI X41 rl� ReNeed BY: Da to: ReH6low SOMI 60 LYNN lvi �i� 9.91 ul�dl�(/II�J�nJe PlDQurlC ��"�'1ry'`,�1 qt���••'1jGENS�r•�(r���J RartBadl'y V �J fay: date: 9.017101470: NOTES: ti .71.'• No.54705 `T _ ' in-T D6aertpHan: Grown RY: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •;� � �$4 -. y DESIGN PRESSURE TABLE J ROSOWSKi O 147E OF �ti 7070 TECHNOLOGY DRIVE nue: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. % ,(ti ',fi<oR�oa.•'�� N.VENICE, FL 342753)FOR SIZES SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 ON THE TABLE.OT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN sSyONAI r��: (941)-480-1600 Serena/Efodok SColo: Sheat: Omwinq No, 9.w: �!NYNN:NILLE)i,P.E. P.£-b 58705 CERT. 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FIN FRAME EQUAL CEG1.375- 5 FRAME SILL FRAME SILL (D SILL .872' 1.641' 1.630" 2.176" 1,472* 1.376' 1.3 2.100* 1.565* .590" 471' a4r 35' 0,�+� � &-1 05V FIXED .7- .070" 1,231- 1.000 00, 1 070" d 14 SASH RAIL BALANCE SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED MEETING RAIL 0,6 COVER 19 SCREW COVER 19 INTERLOCK @ INTERLOCK COVER 21 INTERLOCK 0 INTERLOCK COVER 4plf-cd 3,complyiog with tit, F?orind,nk I... e .... Dole Ro�isad DO& NOAJI R.Wslo. I D .316* . Q4 MIS., -d.Pr0d.dC*.tA 300' 864' .176, tly. R.,f..d By. Dets: ft-Olon., .754* 750' No.58705 0 D..Crfpu..: Drawn Gy:035. .025' 702 LAMIIG EXTRUDED ROLLED WINDOW EXTRUSIONS J ROSOWSKI BEADING .01 SCREEN FRAME 82 SCREEN FRAME S,A'L 1.1/ 1070 TECHNOLOGY DRIVE Mrs: Dote; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 (941)-480-1600 UNA, S-el-dol, seal.. Shea L"14 AWE it, 05'P.E. CERT. OF AUIH. #29296 SH-5500 NTS I .OF 13 j'M*D-S'H5500-01 P f TABLE 12: TABLE 12,CONT.: BIII of Material Bill of Material,cont # Part# Description Material # Pert# Description Materiel 1 620101 Single Hung Frame ea amts-J-Channel PVC 45 7201 7 ulo ock Mechanism Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 4B 72019889 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195$8 Auto Lock Cover Assembly Cast Zmc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#8 x 1"Ph.FH SDS(Auto and Sweep Lack Screw) SS 5 620105 SH/DH Frame SIII-J•Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620108 SH/DH Frame Sill-Flange PVC 60 776X34PPA #6 x 3/4"PH.PH SDS(Kasper Screw SS 7 620107 SWDH Frame SIII-Fin PVC 61 420181 UR I Beveled Tilt Latch Corner Key PVC 8 620108 SH/DH Frame SIII-Equal LeglBox PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL 08 x 3l4"Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC 17 620134 Balance Cover PVC 55 420184 Till Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 All 57 420186 Plastic Tilt Latch Finger Pug PVC 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 620157 Beveled Interlock 6005 75 Al 69 420180 1131vol Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC BO 720206 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 At 83 720191 Sash Pull Handle Cost Zmc 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HO Meeting Reil Reinforcement 6005 T5 Al 68 420186 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 77858B #8 x 5/0"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300'Foam Bulb Flex PVC 72 720135 Leml I.G.Bead PVC 32 61719 Weatherstrip,.187'x.220°PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220"Finseai 75 71646N ISetting Block(7/8"x 1"x 1/8"),85+1-6 duro. EPDM 35 78XIMM #8 x 1"Ph.PH SDS(interlock Mounting Screw) 78 Quanex SuperSpacer nXr with Hol Melt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 77 Quanex Duraseal Spacer Composite 37 71669SP Meeting Reil Screw Support Plate 6063 T6 Al 78 Cardinal XL Edge Spacer Composite 3B 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720X1000( Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGLB21 Screen Corner Key for Extruded Frame X 4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X2 PVC 43 720205 Spiral Balance Shoe Nylon 64 47041 1Screen Corner Key without Pull Ring X2 PVC 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 86 61616048 Screen Cloth Fiberglass L.L7_ 618351B116141.10"Screen Spline(Machine/Hand Rolled) Vinyl Sppro,cd as cumplyin%with M. 111 I I I l l/ III ride Ih IJIo odc 1 // Detc 2®I ULA •..••LT[YfV ReNeed',/ Br. Dote: ReNelon: NOA •. /'i 61?AWIndc PralaU e }'�; Rml+ed Dr. Date: Redslon: 41 Ido.5870;. �r /7/F rte: 'U ® Deserlpum: Drown Dy: =1� '•. 71 BILL OF MATERIAL(BOM) J ROSOWSKI % ST ' �-•'•.F(ORIDh \`�U` 1070 TECHNOLOGY DRIVE 77tre: Roto: NOTES: 'i��Ss�C)�Ii'���G; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. I I I I I I I' Serfoe/ModfG Swre: Shfft: Omdng No. Rer. A.LYNN MILLER,P.E. 2)ITEMS#9.13,15,24,28,29,34,39,61,62,68-71,73 8 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. REA 58705 CERT. OF AM. #29296 S H-5500 NTS 12 F 13 - - OPT.SWEEP LOCK OPT.AUTO LOCK 17 8 20 ci 1)0 R� 48 (501 OR 45 55 OPT.PULL RAIL 22 19 INTERLOCK& COVER 56 II 8786 /-03 OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR ifi &COVER FRAME WELDS 18 'A 54 @X4 72 X4 16 53 0 OR@ R@ 14 ............. SCREEN SE MBLY OPT.PULL HANDLE ASSEMBLY ILS 600 WITH LATCH DETAILS A CONSTANT FORCE @65. @OR 83 40 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS DETAILS ------------- 66 - EXTERIOR 53 38 li 09 ---------------------------------- A 7-rA CS 70 BA Approved a-complyig Ilk thl, 53 Flm'IJ " I- e -------- -------------- ................. ..................................... Nq 0 Ag FRAME LYNNAy,Reylsed By: Date: RaWsion; Mimi D.&P, ASSEMBLY !fp DETAILS Revised By, Date: ReWafon; ND.68705 Dm- .p 0 'Vo EXPLODED ASSEMBLY J ROSOWSKI 7 ?15 EXTERIOR • 73�: 0 SlArEor e: NOTES: 1070 TECHNOLOGY DRIVE W N N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. (941)-480-1600 2)J-CHANNEL FRAME SHOWN.PARTS#1&5.OTHER FRAME TYPES APPLY. fil Serie/Model• Scale: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A.L I P.E. SH-5500 NTS Ish'73" OF 13 1"�M82'H' l5500-01 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P...9 68706 CERT. OF AUTH. #29296 L- 54.5'MAX.OVERALL FRAME WIDTH plas O 37.5'MAX.OVERALL FRAME WIDTH { 37,5'MAX. c I I FRAME WIDTH f—_ a^ 5200 W. CENTURY BLVD. C .20- LOS ANGELES CA 90045 "' . ' " ��++►nm� .. L) N z ¢ m 0 ¢ <i- I 9 v a z? STEEL DOOR OW X a ¢ X 0 � - 4 o m a a n OUTSWING w n 0 m 'IMPACT' LL0 E 0 �LL m zo o° 3'd GENERAL NOTES w 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building o Code(FBC)structurdl requirements including the"High Velocity Hurricane Zone"(HVHZ). o J 71.5"MAX.OVERALL _ 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base FRAME WIDTH material shall be beyond wall dressing or stucco. ao J w Q� N 373'MAX. 15.5'MAXy . 5 W 3.' When used In the"HVHZ"this product complies with Section 1626 of the Florida Building Code and —{ FRAME WIDTH FRAME aN � LL does not require an impact resistant covering. WIDTH aLS I o a LO 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies { $ with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets I a a a missile level"D"and includes Wind Zone 4 as defined,in ASTM E1996 and Section 1609.1.2.2 of the FBC. �m 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck a masonry construction. > m a O w 6. Site conditions that deviate from the details of this drawling Section 22226 of the FBCrequire further engineering analysis by a ,= O0c O licensed engineer or registered architect. X NLn V 27 Z W C)7. Outswing configurations utilizing item#37 meet water infiltration requirements for"HVHZ", m '^ y 8. All steel shall be protected as specified in . . H K ' o Q TABLE OF CONTENTS SHEET# I DESCRIPTION sT I Typical elevations,design pressures&general notes m Door panel details 2 g 3 sidelte panel detalsDESIGN PRESSURE(PSFj a o 4 Elevotions CONFIGURATION FRAME o zDIMENSION; POSlT1YE NEGATIVE, —z W 5 Horizontal cross sections e ......... a 6 Verticalcross sections X 37.5"x81.13" +55,0 -55.0 .8/NL83 0 9i 7 Vertical cross sections ' 8 Buck anchoring and frame anchoring(X) OX/XO 54.5"x 81.13" +55,0 -55.0 owc.BY: JK m e 9 Buck anchoring(OX,OXO) 10 Frame anchoring(OX,OXOJ CHK.�: LFS 3 11 Bill of materials and components OXO r71.5"x 81.13" +55.0 -55.0 OMMNG NO.: FL-15962.5 o SHER I OF 1I N Q f 1' ` , � � N - E Gl 1.75 N :``�C: ov,1��//` N 125' m �V:' •••�' Z m 1.25" EXTERIOR �� � z y�� STEELSKIN TOP RAIL �T� �``` on ro z° UN•; INTERIOR 4 v u x Z q (COMP.) . Z o U STILE(LVL) STILE(LVL) 9 m°c w 1 HORIZONTAL CROSS SECTION \.` �. a N a 'm a a` V 9 4 3 �o 0 �w 14"O.A STRUCTURAL SILICONE(DOW 995) WIDTH NON STRUCTURAL SILICONE sn 9.22"MAX. (READISEAL) -1 G1 Ed 2 3 FRAME WIDTH oo C3 5.5'MAX, D:O 4A 5/8"GLASS BRED D.L.O.WIDTH g U INTERIOR EXTERIOR w m a 5 O 50 EXT. a� / I"OVERALL GLASS THK. F 1/V ANNEALED GLASS o 0.090'PVBINTERLAYER OI ~ a x SAFLEX® a a rs = w 1/8"ANNEALED GLASS m N m " x AIR SPACE x Q o 121/8"TEMPERED GLASS a 1 3 0 3 17 4 < 4B ALUMINUM SPACER - v^ w O o #7-19 X 1-3/4"PPH INT. NIn r SELF-DRILLINGSMSEn W o r UI/I � NON STRUCTURAL SILICONE READISEAL) o H Lu G7 GLAZING DETAIL FOAM CORE e � Z a. 23 N W Z d N 1.86" 1.86" p ODL WE FRAME BOTTOM RAIL �_ o (COMP.) s s a w h. _ SIDEIIfEPANEL Sidelite z 50 plosiproSteel s ate: 8123113 ? scuF N.T.S. Dwc.By.. JK m; e 4A STEELSKIN:0.02(Y MIN.THICK(Fy=29,500 PSI MIN.) EXL FRAM4BE INL FRAME 2 VERTICAL CROSS SECTION DH"BY.. LFS s STEEL:ASTM A653(DDS TYPE A w/G30 COATING) 3 DRAWING HG.: - FOAM CORE:(POLYURE(HANE-1.9 PCF DENSITY) FL-15962.5 0 n 0 sHErr_L OF 11 p R:\Dients\Plastpm,Inc PERMANEURFiodda Product Approvals\fl-15962\C-Drawings\Ojment\FL-15962.5.6.dwg,4.2 N� Q rr�7 ew W � G O >C a O N N N r Q a w � 131 O O O X UZ\ NW .,\ p V4 rn N A Q z • 04® V a V N N is Z No.43409 p _ g PRODUCT: Documents Pmper_ed By:� • r� PLASTPRO Lyndon F. Schmidt '��j •'•�OAIOr`.•'.���` IA Z N STEEL DOOR P.E. No. 43409 ' G`� W PART OR ASSEMBLY: BUILDING CONSULTANTS,r INC, J !v 75 to 1 4 14 15 UPDATE 70 5TH ED. 2014 FBC JK P.O. Box 230, VDlrico, FL 33595 � ° NO DATE BY ELEVATIONS phone No.: 813s59s197 REVISI I FBPE CA No. 9813 0 2013 R.W.BUILD—CON94L 1—INC. E ,� p N EXTERIOR EXTERIOR E 9. p ,~ L it ca a�Z 4„ 27 EXTERIOR so N;; i * Off.` m U N m X kZa .p . • ` \� LO O W d 4r. i 4 O 40 40 7 ° E o z 7 SEE NOTE 1 K n a a INTERIORINTERIOR INTERIOR 1 2 t d G H 2 O8 r0 .0.15' a o W B C C'SINK C'SWK C ,p .p 2 1 C /� 1-il4'"MIN. W m N r' 11/4"MIN. u N ao EM&(TYP.) (TYP.} (TYP,) D EMB.(TYP.) ��u xU 7 HORIZONTAL GROSS SECTION t 2 1-114"MtN. 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION B'�P') k., Shown w1l X sub-buck �� Q x 88 11 t L � 9 27 5S 88 f SEE NOTE T K 11 EXTERIOR EXTERIOR v^ s 4/ ft OTE t y 4 0 V W tJ1 r.r ZC � N a i� 7 n INTERIOR 5O 40 ' RIOR Z DACE: 8/23/13 = NOTE: 1 2 1 2 scar N.T.S. I. Spodng for item K:6"from ends UM E f JK m Er and 4 more equally spaced along l CHK BY: LFS 3 s sidelite(6 total), DMWWG No.: s 2 HORIZONTAL CROSS SECTION C HORIZONTAL CROSS SECTION f2_15962.5 0 5 5 N sHErr 5 or 11 p a RAOlents\Plastpro,Inc PERMANENT\Florida Product Approvals\Fl-15962\C-Drawings\Current\FL-15962.5.6.dwg,6.2 �,= m —ZQ ID X S p G ° O� Iz p n o. o °p. 0.Ito V O O Z I0 , T o 2 tJ ° c ' 0.15' r o p C'SINK WO° H T (ttp•) m m z 1-1/4"MIN. Q EMB.(TYP.) T m 1-1/4"MIN. EMB.(TYP.) T m. z O AC v Q A p' F a c ap xn CCTA CT e v c O y Z V T V ti O N p (H � O n Z " N 1-1/4"MIN. EMB.(TYP.J M 1-1/-"MIN. EMB.(TYP.) :�� VCEN '•. �: No.43409 ¢¢ PRODUCT: Do.—nte Prepared B),',W �' f `�` " ♦-n ly'• PLASTPRO Lyndon F. Schmidt ��i �ORIDA.••'G��� STEEL DOOR P.E. No. 43409 Ln o z W ///f Lllllllt PART OR ASSEMBLY: .KKR BUILDING CONSULTANTS, INC- 1. 04 14 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230, VDlrlco, FL 33595 un °' NO DATE gy VERTICAL CROSS SECTIONS 11 YY Phone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 Q 201 3 R.W.BUILDING CONSULTANTS INC. R:101ent5\PIa5tp10,Snc PERMANENT\Rorida Product Approvats\FI-15962\C-Drawings\Current\FL-15962,5.6.dwg,7.2 3�m n� S D 0) � a� N{D 1-1/4'WN- p EMB.(TYP:) rn O Co o. W W NI m V I .. no Z �0 Z 0 O O c m � G m d 0 , 4'. . �r T nY y d` r) 1 m 44 °y��'•"�i4 y Pd r a ° n C'SINK W 1-1/4"MIN EMB.(TYP.) N A Z ` p V N I m O .Q m o A .vy m v a n y 9p F y va 9 IQ M u z oW. 0 .. ov ° v p 1-1/4"MIN. B.(TYP.) EMB.{TYP.j FIs ' No.43409 y-n•.s-?wo 11. g PRODUCT.• D.-M.Prop. PLASTPRO Lyndon F. Schmidt STEEL DOOR P.E. No. 43409 �N- R 'jO hfAL�,`�� o /tllHltt I� z W PART OR ASSEMBLY: BUILDING CONSULTANTS.INC. INODATiE UPDATE TO 5TH ED. 2074 FBC JK VERTICAL RCW P.O. Box 230, Volrico, FL 33595 SY CROSS SECTIONS Phona No.: 813:659.9197 REVISIONS FBPE CA No. 9913 0 2013 R.W.BUILDING CONSULTANTS INC. }^ ... tnPl 2 p�s 2 M ---- :N z F p=v `m rty�`l a rT + 01-1 � a. o• - T III` •S``�\� z> a d iYP.HEAD HINGE L 2X BUCK ,. ���/�rti i +1 o N 0 z DETAILf TYP. o &JAMBS a G 1 X BUCK rn z m v r0 o cw TYP.HEAD MASONRY b MASONRY o `� a M 5 2 m v m 6CL o.� OPENINGOPENING &JAMBS d E o ocw FRAME 2X BUCK 1 0o a 2X BUCK aQ w m ^O c, 7 O y •o. n o. y to >m m a o BUCKANCHORING STRIKEJAMB N fRAMEANCNORING HlNGElAM6 w o N Masoruy construction rn CONCRETEANC14OR NOTES: o0 1.Concrete anchor tocatfom at the comersmaybe adjusted to motntaln the mtn. n edge distance to modar joints. 1 X BUCK H o ¢ 2 Concrete anchorbxa Ions noted as MAX,ON CENIER"mustbe adjusted to n d maintain the mtn.edge distance to modarjoints,additional concrete anchors 9 Z may be required to ensure the?AAX ON CENTER"dtmeiutan are not exceeded. +28 H 1X BUCK 2X BUCK N % 3 Concrete anchor table o ANCHOR ANCHOR MtN 'bilNC1EARANCE MtN;GtEARANCE 2X BUCK !Jrv o '.;TYPE .:SI.E EMBEDMENT TOM 40V TO QDJACEM 58 ° < a ITWoz a TAecoN® t%4^ 1.1/4" T 4" ❑ 58 2X BUCK DATE: 8/23/13ICO ° a UITRACON® 1/4^ 1-1/4" 1° 4 27 scare_ N.T.S. ° H 1X BUCK DwD.en JK m RLN m 3/16 1.1/4" 3" 1-1/2' a TArcaN HINGE WAIL CnK er: LFS WOOD SCREW fNifAttATfON N01t3: 1.Molntaln a min4num 5/8"edge distance,f"end distance,8 I•o.c,spacing of LATCH&DEADBOLT DETAIL a uwwc ao.: tt woodscrews to prevent the spStting ofwood. FL-15962.5 m _ a „�{ SHEET 8 OF 11 N a O ,;,'Q,• •, �� m .moi M 4. P. 4"(TYP.) Ui u ¢^z 71 /III Im) I (I � I —' — ) ill I lIII.II —I � m IIxo o °cw � � � w 6 ° II — E oZ MASONRY &JAMB (( MASONRY I( AMBSD (i a a OPENING } MULLION OPENING I F-- MULLION -- SHOWN FOR (I SHOWN FOR 2X BUCK REF. .I _ 2X BUCK (( REF (( — —"7 z Io_ 00 00 (i TO 2X II �° ^o it II 0 o F o C a� a BUCKANCHORING BUCK ANCHORING OX Oxo m p a 0 v Z W O N a CONCRETEANCHOR NOTES: i '$ 1.Concrete anchortocations of the comers maY be adjusted to maintain the min. h a` edge distance to modarJoints. � e F a 2.Concrete anchor locations noted at WAX.ON CENTER"must be adjusted to a o a maintain the min.edge distance to mortar joints,additional concrete anchors o m zmay be required to ensure the"MAX ON CENTER"dimension are not exceeded. z w 3 Concrete anchor tobte: _ U ANCftOR ANCNQR MIN -:.; MIN CLEARANCE MIN Ct£ARANCE DATE8'23 13 z TQ MASONRY TO a DJA ACENT:j.'TYPE -:SIZE EMBEDMENT SCALE; N.T.S. ...._ EDGE ANCHOR-3. - o ITW TAPCONa 1/4" 1.1/4" 2" 4" owc BY: JK 0 ,o. CHK BY., LFS ELCO ® 1/4" 1-14 1' e ULTRACON / DRAWING NO.. ra FL-15962.5 0 O sHEn 9 ar 71 � d IN pJ1% i SEE HINGE 3^ • G!:.Z °m DETAIL(TYP.) RYp;I SEE HINGE 3"(TYP.) 4,. ''•. GJ�.� as w m 3" DETAIL(TYP.) T(TYP.i �I-.— 3• �i� �.� w>n O1 TITYPI� I rITY(TYP.) I �(TYP.) 1P1� c°>cnv z° 17 m o 1 1 I I 11 I I I l l 11 I ' io 9mcw Ld utn O O mm v a da4 L E u L L o co o a TYP. TYP. — n o o c ui MULLION 95 b MASONRY MULLION o a MASONRY OPENING OPENING L BUCK — — — — L 2X BUCK G IX BUCK 2X BUCK G 1X BUCK z 2X BUCK — TYP.HEAD TYP.HEAD o 0 00 o FRAME &JAMBS o- FRAME &JAMBS ao Up TYP. ° fn in z _ TYP. L SILL SILL — M — ui a� w wo w M_ �U �u . 1 n N SILL SILL o a a a �m HINGE JAMB FRAME ANCHORING STRIKE MULLION HINGE MULLION FRAME ANCHORING STRIKE MULLION m OXO OX O N z V W � N y� a41 O –" CONCRETE ANCHOR NOTES: b 1.Concrete anchorlocafians at the comers may be adjusted to maintain the Mtn. 9 0 6 edge distance to mortarlolnt& H 1X BUCK a2.Concrete anchor locations noted as'MAX.ON CENTER'must be odjusted to ZB ❑ 58 _ " maintain the min.edge distance to mortarjoinfs,additional concrete anchors 2X BUCK omaybe required to ensure the-MAX.ON CENTER•dimension are not exceeded.. a a 3 Concrete anchor fable 58 0- o a •'c -" MIN CLEARANCE MIN'CLEARANCE b �� o ANCHOR ANCHOR ,.,MIN 1)� e LL -i TO MASONRY TO ADJACENT.`: • 0 0 a z ;,7YPE .:SIZE EM6EDMENT, ...£OGE d_._ ::ANCHOR.- 27 ..Z a z 17W e 1/4• 1.1/4- 2 4" wre 8/2-3/13 i a TAPCON SCALE: N.T.S. 11 ELCO HINGE DETAIL ULTRACON 1/4" 1-1/4^ t" 4" LATCH AND DEADBOLT DWG.BY: JK. m' c ITw O 3/16^ 1.114" 3" Details CHK.BY: LFS 3 n TAPCON N WOOD SCREW INSTALLATIONNOTES: IXtaWING No.: I.Matntain a minimum 5/8'edge distance.I"end distance.&l'o.c.spacing of FL-15962.5 m 'n wood screws to prevent the spritHng Of wood. a SHEET.1O OF 1 1 N — (Jr U 9 BILL OF MATERIALS ttFAt P !lESCRtPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0:55WOOD C 114"MAX.SHIM SPACE- ; z D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELMA ONRY E 0 OR HOLLOW BLOCK COONK?R.MING TO AOSTM RMING C90T0 ACT CONCRETE I .......... "''Q', Y 5•`` o�m z n N G 1/4"X'3-3/4"PFH ELCO OR ITW CONCRETE SCREW H 3/16"x 3 1 id"PFH(iW CONCRETE SCREW STEEL T POLY PIdER JAMB a Z z STEEL Ptastpro tL o z m a m J #9 X 2"PFH WOOD SCREW STEEL a N roar c;a t T K #9 X 2-1/2"PFH WOOD SCREW STEEL a m a 9 4 \ L #10 X 2-1/2"PFH WOOD SCREW STEEL T. E oZ vct M 114'X 1-314"PFH ELCO OR ITW CONCRETE SCREW STEEL r 2.0&B" �`---4.56' n '� �w 1 POLY FIBER JAMB " c d 2 WOOD JAMB(FINGER JOINTED PINE)(SG 2 0.42) WOOD ~_ - J 7 WEATHERSTRIP FOAM B DOOR BOTTOM SWEEP VINYL 9 VX d"BUTT HINGE STEEL Lv �--IV--`�"—''27' or gZ 11 #9 X 3/4"PFH WOOD SCREWDOOR BOJTOM SWEEP mo �+z STEEL & WOOD JAMB 5 E 27 LATCH STRIKE PLATE STEEL ~ / w M :Gl 28 DEADBOLT STRIKE PLATE. STEEL ° ao " 33 OUTSWING THRESHOLD ALUM/COMP 35 OUTSWING SIDELITE ADAPTER VINYL w 36 OUTSWING THRESHOLD ALUM/WOOD &I 37 OUTSWING THRESHOLD ALUM/WOOD 2S40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR DETAILS x} 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS 58 #8 X 2"PFH WS STEEL 88 2XREINFORCEMENT SG?=0.55 WOOD D 3 OlTlSWING SIDELITE ADAPTER T WEATHERSTRIP a^ o Endura Force 5 �. m u Z h m � o 4.56' a K N 2 Ell-1 p1 2D3 0.061, z r 4S6— z 4.5e aaE 812311.312 °z 0UTSWtNGTHRESHOLD N.T.S. �1 OUTSWING THRESHOLD DWG.Mr. JK m l�Endura OUTSWING THRESHOLD ai c LFS 2 ao \Z;/DLP �{ DLP-tfghDom DRAYANO NO.: K b FL-15962.5 � SxEEr 11 OF� O rev iAMIZ E MIAMI-DADSCOUNTY 1 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mifimidade.gov/economy PGT Industries 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 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4) and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official, LABELING: Each.unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 and renews NOA 915-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M.Plasencia,P.E. CouNTY NOA No. 15-1210.01 MiAMi•DADE •,•� 0?\,<V. Expiration Date: April 14,2021 Approval Date: March 3,2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 92/15/16) 4. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6).Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548, dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on'1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 20294, issued by Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02, -04&-09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated) White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 55753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to,Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their`Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5th Edition)and"No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door (Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 SERIES 5670 IMPACT RESISTANT SLIDING GLASS'DOOR BILE A: FOMPF AnchorT Substrate Frame Member Min.Edge Min, • OF 3 THREADS INCLUDING POCKETS &900/1350 CORNERS Didence Embedment BEYOND THE METAL GENERAL NOTES: F.T.Soulbern Pine '7"a S)IIIJamSUBSTRATE.METAL 012,91.01 SMS fish—ock SUBSTRATE TO MEET MIN. i)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Aluminum, HeadISIIIIJamb Will • 2)DESIGN PRESSURES: (G5)or410S.S, STRENGTH AND THICKNESS SMS, (0,125•min.tHokness) P-hook 31-61 —R$— A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. REQUIREMENTS PER (min.11 Steel,A36* .wSuLfj.Mb zfw B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A thteadefin) (0.060'min.ttgolmosol,I P-hook 3f8l 0.060• CURRENT FLORIDA BUILDING ,21, 11jamb, ( )I 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, Steel Stud,A653 Or.33' Hea811took 316, 0.0711 14 Ga. CODE AND TO BE REVIEWED INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS — (0.07111min.thickness) 3f8* 0.071*(14 Ga.)I BY THE AUTHORITY HAVING SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). UP Elco P..Southern Pine Jamb 1. 1.31F JURISDICTION. UjIfficon (SO-0.55) Rhook —I315. 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Eloo410 T—T.Southern Pine Headl$IIVJamb 1. I-XB' 5)INSTALLATION SCREWS&FRAME SPLICES TO 13E SEALED WITH NARROW JOINT SEALANT. S.S.CreleFlex P-hook 1. i-wr FOR STEEL STUDS 1112.steel wood P.T. HoodfSIIVJamb SM I'val IN.FYm33 KSI. 6)R ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,VISION EXTRUSION,LTD. Mina MIN.FU=45 KSI WHITE RIGID PVC NOA,VG 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED screw M511 — (SG.0.k5) P-I*ok 1318' M (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete —p-hoo—k —1, I'val REFERENCES(TEST REPORTS);FTL-037,6338.8646.8840,6652&8717,EXOVA-10-002-792(A)&10-006-10231; 114•Elco (min.2.65 Ile) Head(SlWamb —T--311V J.31a, "UNGROUTED CMU"VALUES CAMBRIDGE 536753.09; UI;BcOn Ungrouled CMU. Jamb jo 1.114' MAY BE USED FOR GROUTED C-90) --T-h—ook 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE — Ungrolfied CMU, —Jamb 1. I-11.114• CMU APPLICATIONS. 1-314' 1-114' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED 13Y VISION 1W Elea 410 (AS7M C-90) P-hook 1-314' 1114' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, S.S.CroleFlex Concrete Head/$IiVJomb i-31W —IV4- (COMPONENT REQUIREMENTS). (min.3,35 larl) ----------j5— .book —,. —I IMPACTRATING 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete HeadISIIIIJamb 1.112. 1.319 RATED FOR LARGE&SMALL 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (rrdn,2.22 k9l) P-hook 1_11r MISSILE IMPACT RESISTANCE 10)THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670/2770 SERIES. 110 Elco 1M Ungm—uled CM_Ll, Jamb 2" 1-1/4' S.S.Aggra-Gatcr_ ASTMC-00P4mk 21 PRESSURE RATING ANCHOR NOTES: P.T.Southern Pine Head/SIIIIJamb 1. E51,2&61,52 -DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete HeadIS1111,18mb 2-112, I-vu, 7 a a 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI (SG-0,65) f�h_ook APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'E1cv 2.85 k.0 P-hock -2-fle- REQUIREMENTS. Lfftracon Urarouled CMu, Jamb —7—Ur 1-1W 2)FOR OTHER SUBSTRATE,APPLICATIONS SEE TABLE A ON THIS SHEET, D (ASTM C-9D) Rhock --2:1-I—r 1.114- 3)WOOD BUCKS DEPICTED AS I X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL concrete 1144' PRODUCT RENEWED IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 114-Elco 410 (min,3.35 k6l) P-hook 1 2-IJ2' ,No. Buildlar;as compiing with the Florida Code GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THEUngrouted crefeFioz NCIA-No. 15-1210.01 STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF L Expiration Date 0411412021 RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED By BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES.............I 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NOWSHRINK, EXAMPLE CONIFIGS 2 INSTALL DETAILS..............3-6 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES 7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE,IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD EXAMPLE............................9 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETAILS __.10 STANDARDS ANCHOR LOCATIONS.......11-16 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300-00 EXTRUSIONS.....................16 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF9PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES .............19 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 Vl LYNN&/4"' GLASS/REINFORCEMENT. AISI-S100-07/82-2010 [PARTS LIST.•,..... 21 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 1JI 10/06/15 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE GENERAL NOTES ROSOW KI DISTANCE. 0 STA 5 14 E G' DE CERT.OFAUTH.#29298 0 R iD P-- 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED SIGN "'o *.... .....CaOC` PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. TECHNOLOGYDRIVEDRIVE 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET 1070TPC -SET. ;/ONAt- 0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. N.VENICE,FL 34276 5570.0 Jill "I'tIll"A (941)-480.160n MD- A.LYNN MILLER.P.E. MAX.UNIT WIDTH MAX,UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES I&2 4 PER TABLES I&2 PER TABLES I&2 MAX..UNI MAX..UNI 6N MAX.UNIT I MAX.UNIT HEIGHT HEIGHT HEIGHT HEIGHT PER PER TABLES I&2 Ig PER TABLES I&2 PER TABLES I&2 /1 TABLESI&2 poc� vocxtr 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS 4 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH 4 NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2- 4 PER TABLES I&2— PER TABLES I&2 SEE HEIGHT HoTa MAX.UNIT SEE MAX.UNIT 3 MAX.UNIT PER 2.719s HEIGHT HEIGHT TABLES I&2 PER TABLES 1&2 h A 12 PER TABLES 1&2 CORNER,TYP,P, 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH a..omp Ing with the Florida BuIldinallode NOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No. 15-1210.01 PER TABLES 1&2 PER TABLES I&2 Expimts..1).t.04M 4/2021 aL sy—f rr MAX.UNIT -- mlanll_�ropr-duct C.-frof MAX.UNIT . 19111 , I I I /' 1 1 HEIGHT �9 HEIGHTBLES I&2 I�! /j h TA /Y PER TABLES I&2 A h PER po� N 7-PANEL CONFIGURATIONS d) 6-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O'=INOPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-8-9/16" NN 411, OLD HEIGHT=DOOR HEIGHT-11-1/16' -PANEL XXXX IN "P"=POCKET ..• .... LOCATIONS.EXAMPLE:4 POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp,OXXX IN PANEL HEIGHT=DOOR HEIGHT-2-1lZ"' POCKET CONFIGURATION CAN BE OXXXp. yr VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 2)90'&136°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 114-1 J ROSOWSKI 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED514 :(UZ BY OTHERS AND EXAMPLE CONFIGURATIONS -10...a-M .' r REVIEWED BY THE AUTHORITY HAVING JURISDICTION, %I' FL00). DETAIL LETTER ' CERT.OF AUTH.#29296 % j�I ............. cq 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. 1070 TECHNOLOGY DRIVE N,VENICE,FL 34276 E 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE 472.656 FTI SHEET NUMBER SGD-,5570MD-5570.0 A jjj NTS 2 OF 21 -LYN .IL MP-E. (941)-480.1600 .N [DETAIL Ell TYP.ANCHOR TYPE,EMBEDMENTDETAIL E2 �1� 3 DETAIL E41' I INT DADE APPROVED MULLION,FBC AND EDGE DISTANCE PER I INTO INTO MASONRY F-1x�-s Mll 11-.1 fly SUBSTRATE,SEE TABLE A.SHEET WIVIPLANI—MINUMISTEEL 1&NOTE 31,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU PER CONCRETE(CMU D FRAMING,SEE ANCHOR AND EDGE DISTANCE PER ISI:EVRTICAL OR HORIZONTAL. NOTE 3,SHEET I E,SEE TABLE A,SHEET ANCHOR REQUIREMENT SUBSTRATE PROPERTIES, 01 PER ANCHOR DISTANCE SUBSTRATE, EDGE TABLE A,SHEET I REQUIREMENT EDGE 1&NOTE 3,THIS SHEET DISTANCE EDGE 0 MENT EMBED- DISTANCE DISTANCE EMB DMENT EMBEDMENT EMBEDMENT 114",MAX. s 114i'MAX.IXOR 2XWOOD 114"MAX. 1/4'MAX L114"MAX. 50 _BUCKSTRIP,SEE Q s TYP.ANCHOR TYPE,EMBEDMENT AN TYP.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, ? 7 SHEET I EDGE DISTANCE PER SUBSTRATE,SEE. EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET I&NOTE 3,THIS SHEET 'TABLE A,SHEET I&NOTE 3,THIS SHEET 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCK$TILES, 2)REFER TO ANCHOR NOTES,SHEET 1, ASTRAGALS, FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND 1!8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO WIDTH=NOM.PANEL WIDTH-8-9116" HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1118" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-11/2' EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES i&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT PRODUCT RENEWED HEIGHT HEIGHT NOTE 61 SILL RISER EXACT DIMENSIONS. as comP1Coda 12a with the Florlda 4 THIS SHEET VARIES WITH 111mildIng o REQUIRED NOA-No. 15-1210.01 EXTERIOR POSITIVE E PIT43110n oat.0411412021 DESIGNLl a .390---1 0 62 PRESSURE, M12.1-D 6'Product Control SEE SHEETS .390---1 1--- EXTERIOR III OR ax 7&8. .390—" F-+— (`J -- F F 2.047 lu 2&ORO .390 .F�j 2� 4.041 .370 1/4*MAX. 33 2 2.887 3A64 GROUT AS 0 #4345 ALSO -I NEEDED,SEE M.-MILY .132U 1.917 — is 0 .000 ANCHOR NOTE .000 5.SHEET I1/4" 2-i/2"-TOTAL .060 8 1 MAX... _\ SILL HEIGHT SILL P D RISER SILL RISER SILL RISER @ SILL RISER Qc: @(2-1/2'TOTAL (3-1/2-TOTAL (4-1/16-TOTAL (4-518"TOTAL V14N 4'11lj.......... sir SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) I A EMBED- t EMBEDMENT D E DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) I10/05/15 z IT:' 4o.55,05 MFNT - TYP.ANCHOR HORTYPE, INSTALLATION,VERTI < *4 15 Luz EDGE W E, TYP.ANC Ajlz �.zl DISTA CE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND % sv EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE X, '-. CONCRETE/CMU PER SUBSTRATE, NOTE3,SHEET1 PER SUBSTRATE, _CERT,OF AUTH.B29296 --- PER ANCHOR IDETAIL F11 SEE TABLE A, SE TABLE A, 1070 TECHNOLOGY D RAI . DETAIL F2 ..........I,, REQUIREMENT ,y I SHEET 1&NOTE 3, SHEET I&NOTE 3, N.VENICE,FL 34276 A.LYNN MILLER,P.E. I THIS SHEET INTO WOOD THIS SHEET (041)-480-1600 SGD-5670 I NTS 40F21 11,11 MD-5570.0 1�91 P.E.0%705 INTERIOR (go 26 TERIOR &R 26 06 MAX 18N04. 3v O-Q 36 33 19 INTERIOR DE77A—�ILH2 Is .. MAX&VaCeFT� rWERIOR SO, SEE SH19 09 ❑ go* jJ 39 WI1 33 Q eR-10A 00 EXTERIOR EXTERIOR 135, go, 33 39 DETAIL G1 DETAIL H1 MAX16.6-O.C.(94 ❑ INSIDE CpRNER �� INSIDE ER EXTEMOR INTEPIOR 41 MAX WO.C, 96 69 EXTERIOR SEE SHEET PRODUCT RENEWED falscidoimngplyinwith the Florida ulCode O NOA-No. 15-1210.01 135° 4 Expiration pate 04/1412021 INTERIOR O 2 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR @OR 26 QUANTITIES,SEE TABLES 1&2.' L L ti i L t l t 1 If/, 33 38 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, 3sDEPENDING ON CONFIGURATION. A". DETAIL G2 18.6*0.0.as XiERO 705 1 1 MAX 3.6 O.C.10 96 E1 R VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105115 "O-c pUT$IDE CORNER SEESHEW'd 69 CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKIL Lu 4ti Z. 15W 'p ti5l CERT.OF AUTH.#294 96 FLOR 1070 TECHNOLOGY DRIVE Jig N.VENICE,FL 34275 t(941)-480-1604 SGO-557 NTS 6 or-.21 MD.6570-0 A.LYNN 4100�11. P.e. P.E.9 0705 DETAIL 12 [DETAIL 11 F- OPTIONAL NON- F INTO _ONIR STRUCTURAL MASONRY FINTO�IAS IVY CONCRETE/CMU ANCHORS FOR EDGE /—PERANCHOR 1 -6 TYP.ANCHOR TYPE,EMBEDMENT r INTERIOR POCKE' DISTANCE REQUIREMENT JAMS AND EDGE DISTANCE PER 33 SUBSTRATE,SEE TABLE A, SEE FIG 1. FIGURE 1,INTERLOCKS ATPOCKETS* INTERIOR POCKETS MUST THS SHEET 30 SHEET I&NOTE 3.BELOW INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE `' 19 POSSIBILITY OF WATER ANCHOR OPT. R INFILTRATION. 1/4"MAX.iEMBEDMENT OPT. 17 OPT. POCKET BY OTHERS, SEE 8 171 NOTE 6 BELOW. — EXTERIOR FOR DOOR HEIGHTS OVER 96' MERV---, X OPT, 1/4"MAX. Gj EXTERIOR I't .- ANCHOR9- 21.9" MAX.O.C. AND EDGE DISTANCE E SEE FIG 1 TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU ,31 R EDGE PER ANCHOR 0 SUBSTRATE,SEE TABLE A,SHEET I DISTANCE REQUIREMENT L &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP,,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1:ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as camp Ing with e Florida DISTANCE NOTE 3,SHEET i 8.11ding"lod. th EDGE NOA-No. 15-1210.01 DISTANCE-1 OPT.ANCHOR OPT.ANCHOR Expiration Data 04/1412021 DETAIL 13 1 f IMG METAL EMBEDMENT i I ,R7 OPT. pl. Mlaml-D Product control EMBEDMENT J 4' DETAIL!4 1/4"MAX. MAX o INTO WOOD Q�l R SEE FIG I. T SEE FIG 1, HIS SHEET THIS SHEET ISO 27 QCLERIOR S 22 2 1 21 91t! kYNN EXTERIOR POCKET ......... A' EXTERIOR POCKET 'F. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10105115 53705 NOTES -4; .• 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ,X-SECT. W14!�LJ�ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1. 4 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING.FOR ANCHOR QUANTITIES,SEE TABLES 1&2. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF RUTH.#29200 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, 1070 TECHNOCOGY DRIVE ION 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 A.LYNN MILLER,P.E. AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1(941).480-1600 2 i H7jo jTNTs 5 F—WOF-2-1—nll MD-5570.0 1�11 P.E."6870S TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (tor all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glass Types 1,3 a 5 80" 84" 96° PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 029 68.15116"DLO Height 72-15116"DLO Helghl 84-15/16°DLO Haight THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lookstite Reinforcement#26 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement 927 A I 8 I C D A B C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +601-60 par +60/-60 psr +601-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1D HeadiSlll C3+1 C3+1 C3+1 C3+1 C3+1 Citi C3+1 C3+1 C3+1 03+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLO Jamb 5 5 6 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL), Width P•hook 7 7 7 7 7 7 7 7 8 0 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +601.60 pst +601.60 psf +601-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25.118" Head/S111 C3+1 C3+1 C3+1 C3+1 63+1 C3+1 C3+1 C3+1 C3+i C3+1C3+1 C3+1 PERPENDICULAR TO THE GLASS. 3a' DLO Jamb 6 5 5 6 5 6 5 5 5 .5 5 5 s Width P-hook 1 7 7 7 7 7 7 7 7 8 1 8 1 8 1 8 S Design Pressure +601-60 psf +601.60 psi +601-60 psf aU 314/8° Readlsill C3+1 03+1 03+1 C3+1 03+1 C3+1 C3+1 03+1 03+1 C3+1 C3+i C3+1 36" DLO Width Jamb 6 6 5 5 5 5 6 5 5 5 5 5 E P-hook 7 7 7 7 7 7 7 7 B 1 8 1 8 1 8 z Design Pressure +601-60psf +601.60psr +601-60 psf 37-118° HeadlSlll C3+1 03+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO TABLE B1: ..� Width Jamb 6 5 6 5 5 6 6 5 5 5 6 5 WAter-Mmlted FIG 1: P•hook 7 7- 7 7 7 7 7-1 7 8 8 8 8 {+}Design Pressure OH LENGTH Design Pressure +601-60 psf +60/-60 psf +60/-00 psi SEII Nom.SBI Max,{+)DP 43-1/8" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 03+1 C5+2 C3+1 C3+1 C3+1 49" DLO Riser Height Allowed DOOR ASSEMBLIES Width Jamb 5 6 5 5 5 5 5 5 5 1 5 1 0 1 5INSTALLED WHERE THE Nona 1-11/1Ci See Note 2 t? PRODUCT RENEWED P-hook 7 7 7 7 7 7 7 7 B 8 8 6 42 2-112" +38.7 psf s OVERHANG(OH)LENGTH IS as comp!yIng with tho Ptorldu EQUAL TO OR GREATER THAN Building Codo 43 3.1/2' +60,0 psf01 THE OVERHANG NEIGH IS NOA-No. 15-1290.04 USED IN EXAMPLE ON SHEET 9 44 4-1/16" +60.0 psf EXEMPTED FROM WATER Expiration pate 04/14/2021 45 4518" +BD.D psi INFILTRATION RESISTANCE. By Mlami- roduct control DLO WIDTH DLO HEIGHT-NOM. D ORHEGHT-11-1118 6" � LYNA1rMr��4,��` PANEL HEIGHT=DOOR HEIGHT-2-i/2" ti, �Y; '�1cEris e TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ 140.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 . ;- 764, iX AND TABLE Bi DETERMINES THE WATER LIMITED + DP. DP&ANCHOR QUANTITY TABLE ` J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE 1S NOT REQUIRED OR OVERHANG IS PER FIG 1,ASILL r �&g v. S7 i5 r, RISER IS NOT REQUIRED.IF SO,+DPS IN TABLE I MAY BE USED. 3)SEE SILLRISERTYP S ON HEET4. CERT.DFAUTH.629296 '''•F(ORIOP'':r 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE �� 'j'�,'S/UNA � `� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,Ft 34275 ++r r l r t+v 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941).480.1800 SGD-5570 NTS 111 7,01`211 $ MD-5570.0 A.LYNN MnlEa,P.E. P.E.q 60705 TABLE 2: Design Pressure(DP)and Anchor Quantitles Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 60" 84' 96" 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Aafragat Reinforcement#29 66.15116"DLO Height 72-16116'DLO Height 84-15116•DLO Height 96-16/16,DLO Height 108-15116"DLO Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstllo Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A B C D A B G D A B C D A 0 C D A B 0 D CONSIDERED,SEE TABLE B2,THIS SHEET. OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +1001-100psf +1001=100 psi +1001-100psf +60/.65 psi +601-65 psi # 19-118„ CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Head/Sill C3+1 63+1 C3+1 (33+1 G3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 G3N C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 MIDSPAN OF PANEL). Width Jamb 5 5 5 5 5 5 6 5 5 5' 5 5 6 6 B 8 6 1 6 8 1 8 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 T 7 6 1 8 I 8 I B 9 9 9 9, 10 1 10 1 i0 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100 psf +100/•100 pst +1001.100 psf +60/-65 pat +60/.65 psi PERPENDICULAR TO THE GLASS, 25.116" HeadfSlll C5+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1103+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 =10 30" DLO Jamb 5 5 5 5 6 5 6 5 5 5 7 5 8 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 B 8 8 a 9 9 9 9 Design Pressure +1001-f00psf +100/-100pst +100/-100psr +601-65pst +601-65psf FIG 1: 36" DLO Head/Slil C5+1 C3+1 C5+1 C3+1 05+1 03+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 G5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 OH LENGTH Width Jamb 5 6 6 5 5 5 6 5 5 5 7 5 6 8 6 6 6 6 6 6 P-hook 7-1-7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES �S Design Pressure +1001-100pst +1001400psf +100/-f00psf +601-65pst +60/-65pst C0 INSTALLED WHERE THE 37-118' HexdlSlll C5+2 C3t2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+i C5+1 C3+1 C5+1 C3+1 06t1 C5+1 C5+1 C3+1 Cu OVERHANG OR LENGTH H ti IS 42' DLO x EQUAL 70 OR GREATER THAN Width Jamb 5 5 7 5 5 5 7 5 6 5 8 5 6 6 6 6 6 8 7 6 O THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 E EXEMPTED FROM WATER z Design Pressure +100/400pst +100/400pst +92/-92pst' +60/-65pst +601-65pst INFILTRATION RESISTANCE. d3-1l8' ysxdlSRt C5t2 C5+2 C5+2 63+2 C5t2 C5+2 C5+21C3+2 C5+2 G5+2 C5+2 CS+2 C5+2 C3+1 G5+2 C3tt 05+2 C5+1 C5+2 C3+1 48" DLO Jamb 6 5 7 5 5 6 8 5 6 5 9 6 6 6 7 6 6 8 8 6 Width TABLE 02: PRODUCT RENEWED P•t ook 7 7 7 7 7 7 8 0 8 8 9 9 9 9 9 9 10 10 10 10 as eomptp!ng with the Florida DeslgnPressure +80/•80pst +80/-BOpsr +801-80psf +80/65psr +54.1/-58.7pst, Water-Limited aundtngCode 49118" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 (+)Design Pressure NOA-No. 15.1270.01 54" DLO Jamb r, 5 8 5 5 5 7 5 5 6 8 5 6 6 B 6 8 6 8 6 $111 Nom.Sill Max.(+)DP Cxplratton Date 0411412021 Wldlh P-hook 7 7 7 7 7 7 7 7 8 0 8 B 9 9 9 9 10 1 10 10 1 10 Rlser Height Ailoaed BY — Design Pressure +80/-00 psi +BD/•80 psf +801-80 psi +69.11-64psf +49.61 .7psf Nona 1-11!16' See hbta 2 Mlaml- a roduct control 55118" HeadfSill C6+3 C3+2 C5+3 C3+2 G5+3 C3+p C5+3 03+2 G5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 42 2-112" +38,7 psf 80" DLO Jamb 6 6 8 5 6 6 7 5 5 6 8 5 6 6 8 6 6 8 6 6 43 3.112° +60,0 psf Width P•hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 i0 10 10 44 4.1!16' +130.0 psf •+1-100.0 PSF FOR ANCHOR GROUPS B.C&D. 45 4-518" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8.9116" ���� LYNV rr'r OLD HEIGHT=DOOR HEIGHT-11-1/16" ;,` r6ti�.•••..,_Allrt�rr� PANEL HEIGHT=DOOR HEIGHT-2-112" ;.• wcENSF ¢ TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10105115 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 —— vr} fK AND TABLE B2 DETERMINES THE WATER LIMITED(+)OF. DP&ANCHOR QUANTITY TABLE � J ROSOWSKI C IS 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL sTAT'of ,•, RISER ISNOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED, 3)SEE SILL RISER TYPES ON SHEET 4. 'CERT.OF AWH.#29296 — m ''sS10NA1•E�,�`` 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE + t t s t t v 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A-LY MIUER,P.E. 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5570 1 NTS � 8 OF 21 MD-5570.0 P.Ef1587a5 EXAMPLE: 4 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRESINTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X"'NOM.PANELS, Q INTERIOR POCKETS HEAD SPLICE OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, 'MAX. OF PANELt OFPANEL2 OFPANEL3 CENTERUNE CENTERLINE CENTERLINE M PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEETS •♦2• •+2•ANCHORAGE, 25-316'MAP..E7*Z1 ANCHORAGE, SHEET 12 '+2•ANC SHEET I2 •03'CLUSTER, 'C31CLUSTER, SHEET I2 EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE ''•�..,�_....�-Y�..___...J (MIN.1 ANCHOR) SEE POCKET JAMB EXTERIOR �• SPLICE NOTE- INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK) TO AID IN I BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A ID SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK I{`OF INTERLOCK ANCHOR INFORMATION. S' CENTERLINE CENTERUNE CENTERLINE MAX. OFPANELT OFPANEL2 OFPANEL3 POCItET BY o 0 0 0 EXTERIOR INTERIOR OTHERS,SEE ROTE B. o 0 0 0 0 0 0 SHEETS N. '+2' ".2'ANCHORAGE. 25.376'MAX. S- ANCHORAGE, SHEET 11 '+2'ANCHORAGE, MAX. SHEET it,�,CLUSTER, 'C3•CLUSTER, SHEETII SHEETi1 SHEET II END ANCHORAGE EXTERIOR 12'MAX 21.0'MAX. FRAME JAMB SEE POCKET (MIN.1 ANCHOR) MAX. REQUIRED Q• INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS PXXX(3-TRACK) PRODUCT RENEWED 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES)&2 as cam I9Ing with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Cod0 +48.2/-68.6 AT A NOM.PANEL SIZE OF 49'X 84'.FROM TABLE 1,SHEET 7,THE NQA-No. 15-1210.01 1410 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN END PANEL ANCHOR EXCEPTION:DISTANCE TNEXT LUSTER expiration Bute 04/14/2021 O CL PRESSURE REQUIREMENTS. TQ BE 26.31"O.C.OR LESS B9_ FOR WOOD INSTALLATION USING ANY Heed<S01 03+2 — Mlamt- dooduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLEJ6mb 5 1 SHOWS ANCHOR REQUIREMENTS OF:. P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON; DENTERLIxE DF ENBPANEt 5'MSI• HEAD(CLUSTER ANCHORSHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR 6' , THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"='CLUSTER ANCHORS AT 253/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS OW( LYNN Allp ANCHORAGE ANCHORAGE THE INTERLOCKJASTRAGAL. PER THE FIGURE ABOVE: tiQ�k��•�c...... Vie, DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. " No.56705 ' FOR PRODUCT REFERENCES ALSO SEE: JAMB;5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 _ = P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT STRAIGHT DOOR EXAMPLE j� J ROSOWSKI Z IS�� i LAYOUT. STAIE F V LOCATIONS OF CROSS-SECTION DRAWINGS. 8)SHEET 10 FOR SPECIFIC GLAZING TYPES, 3)INSTALLATION DETAILS INTO WOOD CAN '.;c�5'•,Ft ORIOP.•',C��' C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. gE FOUND ON; _ CERT.OF AUTH.#29296 m m ��`,s/ONAt_ "�' D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE I I I I I I I I +1 E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS, A.LYNN MILLER,P.E. F-HOOK:SHEET 6 {941)-480-1600 SGD-5570� NTS � BOF 21 � MD-5570.4 �� P.En5aro5 311VHSGLASS W IV NOM. 7116"NOM. .090"PVB 3116"HS CLASS r 3116,HS GLASS—\ 3118"ANN GLASS 76 76 NOTES: .090,PVB 090 So 7116'AIR SPACE 7? 78 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 3IiVANN GLASS 311WH GLA�$--\ 3116"I GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR PAINTED/ PAINTED/ PAINTED/ LAMINATED EXTERIOR GLAZED,PROVIDED THAT THE /-- 80 OR et SURFACE OR I LAMINATED LAMINATED @) SURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING EXTERIOR UNIT IS ADHERED TO THE GLAZING LEG. <n EXTERIOR H PRODUCTIS'EX7EII*R- PRODUCT IS'EXTERIOR- PROD 11R'N_ "ANN'=ANNEALED Z' � GLA 716"NOM. GLAZED"IF 080-81 IS 719'NOM. GLAZI G`7 Ex , 718 NOM TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE..'ERI.R. GLASS' "HS"-HEAT STRENGTHENED BITE BITE BITE 't'=TEMPERED IRTE o I fhITERI OR I kugmo "PVB"=,090"BUTACITEO PVB INTERLAYER BY KURARAY AMERICA,INC. PRODUCT IS INTERIOR- PRODUCT IS'INTERIOR- PRODUCT IS'INYERIOR- I "SG"-.090"SENTRYGLASO INTERLAYER GLA7ED"IF$180-81 IS 19 GLAZEWIF#80-81 IS GLAZED'tF 082-03 IS 7 TOWARDS THE INTERIOR.j TOWARDS THE INTERIOR. TOWARDS THE INTERIOR* BY KURARAY AMERICA,INC. 88 SEENOTEZ OS SEENOTEZ SFFNOTE2.. THIS SHEET THIS SHEET THISSHEFT GLASS TYPE I GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT-MELTOUTYL 1-1/16'NOM. 1-3116"NOM. STRUCTURAL 3116"FIS GLASS— I 3116"ANN GLASS POLYISOBUTYLEN— 1W NOM. SILICONE 3/IV NOM. .090"SG 9132*AIR SPACE STRUCTURAL FOAM--\ HEAT-MIRROR FILM WITH 311V HS GLASS 75 76 .090,PVB WITH DESICCANT DESICCANT VIVAIRSPACE )6 77 78 9132"AIR SPACE PRODUCT RENEWED 3116"T(3LASS--\ 3116'TGLASS 3116"HS GLASS EXT.GLAS EXT.GLASS )., PAINTED/ P;uwrzo, as complying with the Florida (BOS03 1 % LAMINATED 84 LAMINATED Building Cod. a SURFACE SURFACE NOA-No. 15-1210.01 FXTERIOR 1�3 EXTERIOR Expiration onto 04/1412021 INT.GLASS INT.GLASS PRODUCT IS'EXTERIOR- PRODUCT IS'9XTERtOR- GLAZFD"lF082­831S 718 NOM. GLAZED"IF#04 IS 718"NOM. By TOWARDS THE EXTERIOR. GLASS TOWARDS THE FXTMOR. GLASS M1mnIt!,q".duct Control zs 7e KODISPACE -SUPER I x BITE BITE 4SG TPS SPACER"'NXT"m INTERIOR 1,3 INTERIOR . PRODUCT IS*INTERIOR- PROPUCTIS'INTERIOR- ALUMINUM GLAZED'IF#82.83 IS 70 GLAZEW IF#04 IS 79 REINFORCEMENT pOLYISO- DESICCANT FILL AREA TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. BUTYLENE 6116"NOM. 66 Be 5116'NOM. SEAL SEE NOTE 2, SEEHOTE2. 77 BUT 1, SILICONESEAL THIS SHEET THIS SHEET 'E'l ,OC�� ROLL-FORMED STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 FOAM EXT.GLASS URAL 'ONE FOAM-- WITH NT GLASS / r I NT 'Y -SI SL V' 1 t EXT.GLASS__\/ NO.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 KI L5 INT.GLASS INT.GLASS GLAZING DETAILS it J ROSOWSKI 11 % s r r I ODURASEALO XL EDGET" !9 C-5 SPACER ISCERTQF I,;/()NAII, SPACER 1070 TECHNOLOGY DRIVE N.VENICE FL 34275 0.0 A.LYNN MILLER,P.E. .480 8GD-557011i NTS JIL10OF21 El MD-5570.0 99 P.E.9 60705 1(941) -�600 I IF SILL CLUSTER ANCHORS LAYOUT: SILL e+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK- INTERLOCK- PANEL CENTERLINE—� PANEL- CENTERLINE -4n CENTERLINE 4„ CENTERLINE! 4' CENTERLINE ..-� 4" E ERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3' 27RACK CLUSTER*W 2-TRACK INTERMEDIATE \J 2-TRACK INTERMEDIATE 2-TRACK NT7ERMEDIAT E ANCHOR LOCATIONS ANCHOR LOCATIONS xi'ANCHOR LOCATION 'i2'ANCHOR LOCATIONS 'r3'ANCHOR LOCATIONS ASTRAGALOR ASTRAOALOR INTERLOCK- INTERLOCK PANELPANELPANEL CENTERLN'E - 4n CENTERLNE 4" CENTERLINE_ CEMERLNE_ 4" CENTERLINE—'- 4" -- a a o 0 EXTERIOR •-►t 3,22" EXTERIOR 3,22"--► EXTERF0 EXT(ER�IOR 3,22" EXTERIOR 3.22" 3-TRACK CLUSTER'C3' 3•TRACKCLUSTER'CS' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE CJ 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'N'ANCHOR LOCATION 't2'ANCHOR LOCATIONS `t3'ANCHORLOCATFONS ASTRAGAL OR ASTRAGAL OR PANEL_• PANEL PANEL INTERLOCK, INTERLOCK GENTERLNE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" ° O e D EXTERIOR -3,22" EXTERIOR EXTERI RIIOR -3,22° OR EXTERIOR EXTERIOR ID 4 TRACK CLUSTER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE v d TRACK INTERMEDIATE 'C3'ANCHORLOCATIONS 'CS'ANCHORLOCATIONS "I'ANCHOR LOCATION '•2'ANCHOR LOCATIONS 't3"ANCHOR LOCATIONS NOTES: NOTES: FtGURINTERMERTAINTDTHEFIATE ANCHOR OLLLO ONSKL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK 2,3?5" DISTANCE 1S 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" t2.376" FOR ALL SILLS: PRODUCT RENEWED ti111111112r� HeadtSlii r1 ns eo pBuildingting wttb the Florida `t� LYNN Jamb 5 NOA No, u e 15.1210.01 ti�����V@1�tiGkNs M/<<6'���r FIOURCLUST R IN TDTIIE FOL XINNO SILL P-hook 7 E •. cLOSTEANCHOR LOCATORS: Expiration Dole 04/1412021 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 13Y No.50'fD5 Mlaml- adControl rr ANCHOR LOCATIONS A J ROSOWSKIp CERT.OF AUTH.829298 HeadlSlll C3 1 w N rrh1A1. ,Iamb 5 1070 TECHNOLOGY DRIVE � �� -bw7 N.VENICE,FL 34275 A.LYNN MILLER,P.E (941)•400-1600 SGD-5570 NTS 11 OF 21 �1 MD-6670.0 Jill P.E.0667 s _HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAOALOR ASTRAOAL OR PANEL pANE4,_ INTERLOCK- 4„ INTERLOCK- 4" PANEL CENTERLINE 4" CENTERLINE 4' CENTERLINE CENTERLINE CENTERLINE �;FEXTERIOR 3,22" EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22° EXTJE�R,,IOR 2-TRACK CLUSTER'CW 2 TRACK CLUSTER`C6` V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2•TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'W ANCHOR LOCATION -.2•ANCHOR LOCATIONS 'i3'ANCHOR LOCATIONS ASTRAGAL INTERLOCK OR ASTRAGAL OR qCK- INTERLOCK—� PANEL PANEL PANEL !:INE 4" CENTERLINE 4p CENTERLINE � CENTERLINES CENTERLINE 4„ CENTER 4.75° It EXT[ERI13.22" XTP[�01 •-►t ERIOR •-ter 3.22 EXTERIOR EXTERIOR EXTERIOR LOCATION - K INTERMEDIATE 3- CK INTERMEDIATE 3-TRACK CLUSTER'C3• v 3-TRACK CLUSTER'C5' 3-TRACK INTERMEDIATE '3 3Z Rq CHOA LOCATIONS •3'AANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ♦t'ANCHOR ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK--� INTERLINTERLOCK— CENTERLINE CENTERLINE_ CENTERLN£_,,,, 4" CENTERLINE 4" CENTERLINE 4 EXTERIOR 3,22" EXTERIOR 3.22 EXTERIOR EXTRMEDIATEERIOR EXTEE'1RIIOR 4-TRACK CLUSTER 4-TRACK CLUSTER v5'ANCHCK RELOCATIION dT ANCHOR LOCA ONS^CK '2' dT ANCHORLOCATIONSCK ;3' 'C3'ANCHOR LOCATIONS °CFANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HMO 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INIERME014TE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.376" FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT RENEWED i (tYNP f rff He�mbill v 1 Ing dewith the Florida y1C...... 7e F $PERTH TH£F L.0MOHEAONOA-No, 15.1210.01 R•: CLUSTERANCHOR LOCATIONS: P•YrODK 7 Expiration Date 0411412021 _ Na.58705 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05115 Mlami- Product Control '�1,• 15 I� •jr• ANCHOR LOCATIONS B � J ROSOWSKI =�{� Sun t�F .."ll) • : Hded7SiI1 C3 1 CERT.OFAUTH.028286 Jamb 6 1070 TECHNOLOGY DRIVE $ P.hoOK 7 N.VENICE,FL 34275 (041)-A80.1800 SGD-5570 NTS 120F21 1$ MD-5570.0 $ A-L RE_a5 LER,PE. RE_a E870.5 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAM ANCHOR LOCATIGNS: 2.375- 4.76" 7.126" its --- Ul MAX L 21.6" 21.6' 21.6' J. MAX. MAX. MAX. I P-hook 1 7C3r1 2 O.C. EXTERIOR O . EXTERIOR O.C. EXTERSO OPT.ANCHOR� TO AID IN ALIGNMENT 6" NOTES: MAX. MAX. MAXT. .1)STANDARD ANCHOR LOCATIONS SHOWN. 2-TRACK FRAME 3-T CK FRAME FO3 AND ACK JAMES, -TRACK FRAME BER LOCATED4-TRIN ADJACENT TRACKS ANCHORS MAY f JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB SILL (3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES PER END @ V X.500- PER END @ V X.500" PER END 1"X.501Y' SIL P 3 E R W END N P D NOTCHES X IES SILL E �ERIOR SILL SILL I X� EXTEKIOR EXTERIOR EXTER OR RIOMM 0 (3)TRACK WEEP HOLE 6"MAX. (6)TRACK WEEP HO EVE�RY 24" 1.125"X.190",—/ (10)TRACK 1. HOLES OPT.ANCHOR '.�L EVERY 24-@ 1.126W'X.. (1)WEEP NOTCH EVERY EVERY 24-@ 1.125-X.190"; TO AID IN 2,V'@ 1.375-X.500- (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24-@ 1.375-X'.500" 24"@ 1.375-X.500" NOTES: 1)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED 11"f' OF ANCHORS REQUIRED IN THE P-HOOK. as lldIncomplying with the Florida gug Code FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB NOA-No. 15-1210.01 1N. P.H OOK)ANCHORLOWMIL. Expiration Date 0411412021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 By Micurd-Da duct Central ANCHOR LOCATIONS C J ROSOWSKI '-.a 1,11 1�01�fC 411� CERT.OF AUTH.#29290 10NAL. Ep9j'al 11 1070 TECHNOLOGY DRIVE P-110ox 7 N.VENICE,FL 34275 1(941)-480-1600 i-IlISGD-55701 NTS W 13 OF 21TITI51 MD- 5970.01 01 11 A. pim iiLYNN MILLER. P'E _j HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT* FOLLOMNO 135-MWER SIL ZHORLOCATIONS: A. 4�- t 4"e4' 4- 0 4" 0 EXTERIOR �44e.XVRI'OR I F-hook 1 7 XTERIOR 3.22" EXTERIPR EXTERIOR 4!� EXTERIOR 2-TRACK 135"CORNER 2-TRACK 135'CORNER Ice ANCHOR LOCATIONS -Cr ANCHOR LOCATIONS 2-TRACK 11 'CORNER 2-TRACK 13V CORNER (USE WHERE'CT IS SPECIFIED) (U *CV ANCHOR LOCATIONS SE WHERMWIS SPECIFIED) (USE WHERE-Cr IS SPECIFIED) (USE WHERE'CV'IS SPECIFIED) A� 4" 4- 4- PRODUCT RENEWED 4" • 4" an complying with the Florida Building Code NOA-No. 15-1210.01 ti Expiration noto0411412021 FEEXITERIOR EXTERIOR REX—TER11LOR EXTERIOR By 322" 3-22" V Mlaml:E!!tF Product Control 3-TRACK 135'CORNER 3-TRACK 135'CORNER TA-ANCHOR LOCATIONS 'C6 ANCHOR LOCATIONS3-TRACK t35*CORNER 3-TRACK 1351 CORNER (USE WHERE-C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) '04'ANCHOR LOCATIONS 'GS'ANCHOR LOCA720NS (USE WHERE-03-IS SPECIFIED) (USE WHERE-CW IS SPECIFIED) A, All. 'PIZ, 4" 4" W(LYNN .......... II No.15-11705 4- I V/zz EXTERIOR EXTOERIOR EXTERIOR EXTERIOR EXTERIOR 0 sTA reor \F/1 3.22° �g 4-TRACK 13S*CORNER 4-TRACK 135*CORNER 'C4*ANCHOR LOCATIONS ANCHOR LOCATIONS 4-TRACK 13V CORNER 4-TRACK 135*CORNER `;70NA1 xP (USE WHERE'CY IS SPECIFIED) (USE WHERVCTIS SPECIFIED) 'C4*ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS 9 "*- ev (USE WHERE-C 3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) I fill, A.LYNN MILLER,P.E. NOTES: P.E.0 58705 FIGURES PERTANTO 11HE FOLLOWING 136°CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANCHORLOCATIM! VINYL SLIDING GLASS DOOR NOA(LM) JA 10/06/15 135* 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE adIS1111 I SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 11al J ROSOWSKI Jamb 11 5 3)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2.375' FOR ALL HEADS AND SILLS; 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941}480-1800 IISGD-5570111 NTS 111 15 OF 21 91 MD-5570.0 HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURESPERTAINSlI ANCH THE SPLICEDSit AIN CHORE POLL WN SPLICESPLICE _ SPLICE LOCATION-_ 4" SPLICE LOCATION LOCATION LOCATION 4" —4" —a„ EXTERIOR 13,22'; EXT(E"7RIOR ---3.22- EXTERIOR EXTERIOR H88d1$III C3 1 �j 2TRACKSPLICE j 2-TRACK SPLICE ANCHORLOCATIK SPLICE 15 rA.ANCHORLOCATIONS OCA I 410b 5 'C4•ANCHOR LOCATIONS' 'C6'ANCHCR LOCATIONS -CW Is SPECIFIED) EWHE E-CWISSPECI I P-IIOOk 7 (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) (USE WHERE•C3'IS SPECIFIED) {USE WHERE-CW S SPECIFIED} SPLICE SPLICE SPLICE SPUCE LOCATIONLOCATION LOCAYI 4 76" ON7 4" LOCATION 4" � — 4" p o 0 p o to PRODUCT RENEWED EXTERIOR 4" EXTERIOR ^'-3.22' -EXTER40R 3.22" EXTERIOR 4° as cometyying with the Florida I-� 3TRACKSPLICE 3TRACKSPLICE NOA_ aCode R 3-TRACK SPLICE y 3TRACKSPUCE 00 ANCHOR LOCATIONS C6'ANCHOR LOCATIONS NOA-No. 15-1210.01 'C4'ANCHOR LOCATIONS v 'Cb"ANCNORLOCATtONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) expiration pato 04/14/2021 (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6-IS SPECIFIED) RY� Miemt- d duet Control SPLICE LOCATION 4.75° SPLICE�7 SPLICE LOCATIDN a" LOCATION LOCATION a„ 0 0 a o EXTERIOR EXTERIOR —3.22" EXTERIOR — 3.22" EXTERIOR —.. 3.22" `�` p1A`( k-AN j' 4' (( V 4-TRACK SPLICE 47RACK SPLICE f.�.•`•NCENSF•'•"Fip `J 4-TRACK SPLICE t/ 4-TRACKSPLICE �/ •C4'ANCHOR LOCATIONS 'C6•ANCHOR LOCATIONS •C4'ANCHOR LOCATIONS 'OP ANCHOR LOCATIONS (L)SE WHERE-C3'IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) i'T: „;. (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) No.587055 O• S'f Tf: 16 NOTES: fiS;S/fitotttn 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. f'jr 0NAI- FIOUAESPERTAIN TO THE FOLLOWING 6PUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E- HEAD ANCHonLOCATIONS. FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.0 66705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 DOR ALL HEADSTAND SILLS:ISTANCE IS 2.35" 2.375" W2.376" ANCHOR LOCATIONS F � J ROSOWSKI CERT.OF AUTH,1129205 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED a H66d/SIII C3 1 1070 TECHNOLOGY DRIVE 6 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 P-l' 7 (941)-480-1600 SGD Ci570 NTS 16 OF 21 1XII MD•5570.0 � PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL 1+ DOUBLE SINGLE gINOLE OUTStDE9#` ASTRAGAL OUTSIDE AL ASTRAGAL V C E3-- ASTRAGAL TYPES fU(EO LOCKSTILE � ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE Wl HANDLE BOX OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIORGLAZEO M LOCKSTILE (��„,�,.•,,�,,�,,.� DOUBLE IMERLOCK INTERLLE OCK E F PP K L L TC TA TV TW J LOCKSTILE rr-s..,,,.,�,.,,,.c� ASTRAGAL out AK�4xOf(r} teexm? �7/'� C�! pp--� SINGLE j� f,( P A C C i7(j SA S Y SW rSDJINTERLOCK �.--M�w�✓v'L� .INTERLOCK INTERIM t (� (� w IN (eoxam pxixw! STILE RR R S S FC FD FV FW A INTERLOCK ^� ^ {� LOCKSTILE S A>arpn LOCKSTILE D M J J _ U ASTRAGAL �✓.Nv�..i� LOCKSTILE (— AwxoVq (earu,7 ASTRAGALME SINGLE BOX OUT j� (J/ R T j j DS INTERLOCK L•�'`^^^�^�L--+ INTERLOCK LL ear ASTRAGAL R( T ( � —i Box IN j`► rv„/ {/) w (daxon xon J our.eo' z RECE �IVERL CT CS CF Q IN.go- ASTRAGAL Q'. RECEIVER ATI AS DF DLR'13VASTRAGAL 1 1T i/G� ►{F PRODUCT RENEWED V RECEIVER V V7 Y us eompfying with the Florida _ Building Oode IN. W T WS WF NOA-No. 15-1210.07 ASTRAGAL RECEIVER Expiration Aato04l14l2029 B_ �_ rdlann-upfre Product Control LEFT RIGHT PANEL -- PANEL STILESTILE PANELTYPE"F'SHOWN. lyyyl4Utltj Jr/ PANEL NATES: ```,. TINY LYNN 1)SEE DP/ANCHOR TABLES 1&2,8HEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE, �\; 4y.....•.•Fp 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) g 10/06/16 ' No.50705 NOT AVAILABLE. PANELTYPES a� JROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL,CONFIGURATIONS IS 60". ¢ ¢¢ (���.• SIA E0' •1�.� 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OF AUTH.#29295 $� {Lay'•"ZORION-'� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE ,SIONAI.e' N.VENICE,FL 34275 r/t i r t rti (941)480-1600 SGD-5570 NTS 111 170F21 X MD 5570A �# A.LYNN MILLER,P.E. P.E.#taros 496- 1)INSTALL 2)INSTALL CUP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHORCLIP INTO INTO FRAME ATTACHMENT TYPE AS USE PANELNI JAMB& INSTALL ONE BLOCK AT 04 HEADER ASSEMBLY ININSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE A,SHEET 1 TABLE AT ASTRAGAL,INSTALL 8(3)#10 X 0 ONE BLOCK THAT 1.61,SMS SPANS BOTH PANELS. 90(3)#8 x 1"SMS as FIXED PANEL CLIP 9 FIXED INSTALL ONE CLIP AT THE (2)114' 23 PANEL MIDSPAN OF EACH FIXED SX 2-114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8 x T, sms HEAD HEADER L 21 BAR COVER x 2"SMS � 3 z 22 REINF.BAR #8 x I 1 1 _SMS -1/4'sms KEEPER is JAMB TO KEEPER TO SAMB SILL ASSEMBLY f ATTACHMENT LOCKING JAMB j PRODUCT RENEWED REINFORCEMENT PLATE Fla as compfzln�with thi)Florida au ATTACH WITH#8 X 1-1/4" 4-PANEL CK KEEPER 19NoA-No. 15-1210.01 @ 34-1/2-MAX D.C. Oxxx SHOWN k i 9XVI Date 0411412021 Miami-Da duet Goniro! (4)#10 X 2"SMS 6.INTERLOCK — INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. BOTTOM RA;L2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. LYNN 94#lox 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. ............41ze SUPPORT 2-1/2"SMS 4 CONTINUOUS ANCHOR PLATE,ITEM 06,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10XI"SMS THROUGH SUPPORT, VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 Na 58705 ; INTO PANEL&� #10 x *. PANEL ACCESSORIES INSTALLATION jj��j J ROSOWSKI Ar z ji., -:1 93 ASSEMBLY "FZ - INTERLOCK SILL RETAINER 1-112"SM$ -f- ZQ ALL PANEL CORNERS GERT.01FAUTH.M296 CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS ION 19"O/Qin N.VENICE,FL 34276 1(941)-480-1600 ISGD-51570111 NTS 111 190E 21 JE11 MD-5570.0 Jill A.LYNNUILLER,P.E. P.E.0 09705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: as (D-RODRO 121 109 102 119 103 133 1f1 100 SSB HORIZONTAL SECTION EXAMPLE 130 HORIZONTAL SECTION EXAMPLE its 32 131 102 Sii 121 108 &R& E] Ly 122 too r_— N 116 120 HORIZONTAL SECTION EXAMPLE taa 102 HORIZONTAL SECTION It? 1.081 1.081 EXAMPLE 1.202 1.778 1-778 :2;13,1 .876 q i -A .046 .876 1.020 0 —.050 FT C (BSCREEN CREEN SCREEN OX0 FRAME ISISSIDE RAIL, ISASTRAGAL 093 1.983 1.LN RAIL LATCH ADAPTER .or —4--.0 2 )2 PRODUCT RENEWED as c*mplzfj;with the Florida (9BOXSCREEN 101 toe @BOX SCREEN 1435 Building Cada TOP RAIL BOTTOM RAIL SIDE RAIL 725 1 NOA-M.. 15-1210.01 F @ .765 Expiration Data 04/1412021 OR By_ 1711,17,11�.S.101_EXAMPLE 113 OR(q 1,020 1593 128 �040 7K.062 mlam"acle 101 -11,373 12D SCREEN VINYL I DU FRAME SILL �%ffiduct control -).1672 8 SCREEN _C2 4�R@ 1. .0b R&R .0 ASTRAGAL 0 W.065 1. IN ADAPTER ADD ON F—D ,082 -4 1---.372 (BBOX BOX 108 OXO SCREEN (RISCREEN OX0, INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ll 11111, EXAMPLE EXAMPLE NOTES: .,A(LYNN . v fl / 1.306 1)ALL DIMENSIONS IN INCHES. 44 ---j 1.467 1- .055 —1 _: SKI' VINYLS 11 10105/151 tft�511705 —11.487 0 LIDING GLASS DOOR AIDA(LM) 0 r05,0 .06' SCREEN DETAILS 114-1 J ROSOWSKI 108 ASTRAGAL BOX OX SCREEN 8BOX SCREEN HEAD 8 it F 4cl ASTRAGAL SILLADD-ON AND JAMB ADD-ON :kl. 'r<``' ADAPTER CERT.OF 96 1070 TECHNOLOGY DRIVE "ONAl. N.VENICE,FL 34275 �71] A.LYN ER.PE, (941)-480.1600 SGD-5570111 NTS] 200E 21 1111 MD-5570.0 p.E.q 08705 TABLE C: �i TABLE D:BOX SCREEN # Part# Description Material # Palt# Description Materiel # Part Ill Description Material 1 10001 2-Track Hoadf Iamb Riod PVC 42 19086 SIN Near-(2.1121) 6063.18 Alum. 100 12268 Box Screen Top Rail 6063 76 A! 2 19002 2-Track Sill Rigid PVC 43 19022A SIB Rlsor-(3.1121) 6063-16 Alum 101 12257 Box Screen Bottom Reil emir 1U 3 1902613-Track Head/Jamb Rigid PVC 44 19D23A Sill Riser-(4.1/101) 6083-T8 Alum. 102 12258 Box Screen Side Rail 606376 A7 4 19028 3-Track SM Rald PVC 46 19024A Sill Riser-4.618" 6083-TBAtum 103 64428 Box Strom Intedock; 6D6376At 6 19027 4-Track HeadlJamb Rigid PVC 60 718609W 167'x.3W'Flnseal(Stile) 104 17347A Box Scram Snapon Bug Flop 8063 TS At 6 10028 4-Tock SIII Rlgld PVC 61 716MK 1.172"x 1"x 314"Fin Seat Dust Plug 106 64346 Box Screen 0)0 Astragal Adapter 6083 T6 AI 7 19009 Frame Screw Carr Rigid PVC 62 71698 Dust Plug 10B 17349 18ox Screen Astragal Adapter 606375 Al 8 19031 Anchor Plate 6083.78 Alum. 80 419041 Interlock Gip Cover PVC 107 19030 Box Scram Frame Sill Add-on 6063 TB Ai 0 190D7 Track Insert 6083-T6AIum, 61 78163X Tandem Roller Assembly SS 198 19038 BoxScremHeadtJamb Add-on 6083T8AI 10 19054 Interlock Cap-Extended Pocket Rigld PVC 62 78163N Tandem Roller Assembly Nylon 109 72OXlX #14.20 x 1"MS @ Top Rall SS 11 18036 Bottom Reil Supped 606318 Alum 63 76Xr5FP7X #8 x 314"Ph.FH SMS @ Rdier&Reim 85 110 720X112X #1420 x 1.112'MS @ Bottom Poll SS 12 18006A Outer Sill Cofer 6083-TO Alum. 64 419042 Frame Header Block Nylon 111 717WO Wetp,.27d'x.iW'-Rn Seal 13 18011 SIB Track Cover Rigid PVC 85 48062 Roller Ad).Hole Plug PVC 112 61605K Weip,.ierx.6W'g Bug Flop 17 18032 P-Hook Adapter 6063-T6 Alum. 66 44385 4 Hole Bumper Stop PVC 113 7SRA2 Standard Roller Nylon. is 19020 P-Hook 6083.76 Alum. 67 70X114FPIX #8x1.1/4"Ph.FHSMS@gumpor Stop as 114 7SRAX HDRdler SS 19 19047M Extended Keeper 8063.78 Alum 68 716960 SBI Plug PVC 115 varies Screen reekingHardwars Steel 20 19029M Keeper 6683.76 Alum. 60 78185X Gemini Mortise Lock w#ong Trim plate Stows 118 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover R91d PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76XIPPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005.76 Alum. 71 varies Handle Kit cost ZAC 118 160314 Scram Spline,-.160"&.185" Vinyl 23 19037M Fixed Penal Clip 6083.16 Alum. 72 19054 Interlock Retainer CUP Nylon 110 1 1816020 Scram Cloth Fiberglass 24 19035M Roinforcommt Plate 6063-T6 Alum. 76 Kommerling 4SG TPS Spacer SystemTABLE E:STANDARD SCREEN 25 19017M Top Reif,Bottom Rag and i ockallis W06-76 Alum. 76 Quansx Super Spacer nXt'with Hot Malt Butyl Sas Shoot 28 19048 Reinforcement Composite 77 Quanex Duressal iters # Part# Description Material Materials 120 12033 Screen Frame Rail 6083 T6 At 27 19010MInterlock.300 Reinforcement,Std 6006-76 Alum. 78 Cardinal XL Edge Spacer 28 19D13M Interlock.400 Reinforcement,HD 6006.76 Alum 79 Dow Gaming 996 or GE-7700 Backbeddina Silicons 121 12026A Screen Frame-Side Roll(Latch) 8083 T5 AI 29 19019M Astragal Reinforcement 8005.76 Alum. 80 19090 7116"Squats Bond Rigid PVC 122 17363 Screen 0X0 Aettagal Adaptor 6063 TO At 30 19083 Extended Pocket interlock Adaptor 600*Alum. 81 7118'Savoled Boad Rigid PVG 123 48MK Screen Vinyl Astragal Adapter Rigid PVC 31 18008 Interlock Adaptor Rald PVC 82 10044 1-1118"Beveled Bead Raid PVC 124 1D012B Frame SIB Screen Add-on 6083 T6 At 32 19008 Aelmgal Add-on Rigid PVC 83 10046 1.1110'Ogee Bead Rigid PVC 125 6FP95K Bug Flap,85+1.6 dura. Vinyl 33 19004 Panel Stile,ToplBottom Rail Rigid PVC f64 10016 1.3!10'Ogee Bead Rigid PVC 120 78Xl12PSATS #8 x 1-1/2'Ph.PH SMS(Assembly) SS 34 10040 interior Jamb Cover 6083.18 Alum. 71726K Setting Block 112"x 4"x 1110',85+1.6 duro. Nooprene 127 712627 Comer Key Wheat Assembly(Standard) Nylon 35 19070 135'CometAstragal 608316AIum. T1726K Settin Block 1"x 4x 1/16",85+1-6 dura. Neoprene 128 71202735 Comer Key Wheel Assembly(HD) SS 38 19077 135°Caner Astragal Passhe Mount 8083.70 Alum. 781PSTX #8 x 1"Ph,PH SMS Q Frame Assembly SS 120 vades Screen Looking Hardware Steel 37 18079 136`Comer Astragal Cap-Ext. Rgld PVC 7OX114PHPT41OX #B x 1.114"Ph.PH SMS @ Retnt Bar S5 130 710X34PPSDAX #10 x 3W Ph.PH SMS C Screen Ast. SS 38 19080 135'Comer Astragal Cap-fit, Rgld PVG 710X1PHPT18.8X #10 x 1"Ph.PH SMS @ Rail Supped SS 131 70X12PPSMSX #B x 1/2'Ph.PH SMS @ DoorAst. Ss 39 19078 90'Caner Astragal 6083-18 Alum. 71OX115PPX #10 x 1.112"Ph.PH SMS Q Fxd,Pnl.Glp SS 132 1692/3/4 Screen Spline-•145• Vinyl 40 18061 BD'Caner Ashagal Cep-Ext• Rigid PVC 710X2.6PHPT18.8X #t0 x 2-112'Ph.PH SMS Q ReInf.PlatatAst. SS 133 1816020 Gerson Cloth I Fiberglass 41 18082 90'Comer Astragal Ca -kit. Rigid PVC 85 71420X2.26FPFX #12x 2-114"Ph.PH SMS @ Hdr.Block SS 96 710X1.76PPX #10 x 1.314"Ph.FH SMS @ Keeper SS 97 710X34PPX #10 x$14'Ph.PH SMS@Exil.Pkt.Int. SS PRODUCT RENEWED \ tv� W11#rrrrr fl tiding god with tlfo Florida .`�Og( 4r11��ji�! NOA-No. 15.1210.01 ��' " expiration o 04/14/2021 Q tr ViNYL SLIDING GLASS DOOR NOA(LM) A i0/05/15 ey 4 1C. No.50705 Miami- Product Control '- PARTS LIST � J ROSOWSKi 0 r• CERT.OF AUTH.929206 �cortlor "•��`tiQ'••• ... ••''•� � NOTES: 1070 TECHNOLOGY DRIVE '''-Stt?NAt- 1)ITEMS#14-16,46-49,63-59,73.74&87-69.98&99 ARE NOT USED AND N.VENiGE,FL 34275 ARE NOT PART OF THIS APPROVAL, (941)-480-1600 SGD-5570 NTS 21 OF 21 � MD-5570.0 A.LYNN 0705.Ps P.e.a soros