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HomeMy WebLinkAboutAPPROVED Walbeck NOA 2 iYl „ tIF ProfessionalRegulation BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us I BCIS Site Map Links Search bpr Product Approval` USER:Public User Openings #3,4,5,8,9,10,11 Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL23359-R6 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Jens Rosowski josowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL23359 R6 COI Cert of Independence.pdf Referenced Standard and Year(of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/04/2020 Date Validated 09/08/2020 Date Pending FBC Approval 09/21/2020 Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 23359.1 HR-4010A Non-Impact Horizontal Roller Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II HR4010 CGI- REV Bi.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE HR4010 Eng Eval CGI B1.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23359.2 HR-4110A Impact Resistant Horizontal Roller Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II HR4110 CGI- REV C.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE HR4110 Eng Eval CGI.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23359.3 SGD-4025A Window Non-Impact,Aluminum Sliding Glass Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II SGD-4025A-W CGI- REV A.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE SGD4025A-W CGI- Eng Eval.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23359.4 SGD-4130A Window Impact Resistant,Aluminum Sliding Glass Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II SGD-4130A Window- REV A.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE 4130 Window Eng Eval.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe iYl „ tIF ProfessionalRegulation BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL23358-R5 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Jens Rosowski josowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL23358 R5 COI Cert of Independence.pdf Referenced Standard and Year(of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/04/2020 Date Validated 09/06/2020 Date Pending FBC Approval 09/21/2020 Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 23358.1 SH-4000A Non-Impact Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23358 R5 II SH4000 CGI- REV E.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23358 R5 AE SH4000 Eng Eval CGI.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23358.2 SH-4100A Impact Resistant Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23358 R5 II SH4100 CGI - REV E.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23358 R5 AE SH4100 Eng Eval CGI.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ® ® eCi Credit Card Safe DESIGN PRESSURE RATING IMPACT RATING RATED FOR LARGE&SMALL MISSILE IMPACT RESISTANCE -� 53-1/8""TIP-TO-TIP WIDTH 52-1/8"BUCK WIDTH 52-1/8"BUCK WIDTH SEE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS NO ANCHORS TABLE 3, —j REGIONS. REQUIRED IN HEAD 9"MAX. 8-1/2"MAX SHEET 3 l� 52 1/B"BUCK WIDTH B I _�D I` —�❑ I` _ 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.ALL - + WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X A i C C T INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1 J 48-13/16" fST 48-13/16" J 48-13/16" DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 35-1/8" T - - VISIBLE LIGHT EE - VISIBLE LIGHT 35-1/8" T - T -VISIBLE LIGHT FRAME THICK OR GREATER. 1X AND 2X BUCKS WHEN USED SHALL BE FRAME L ---•-•-•- -• FRAME L ( ) TABLE 2 DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD VISIBLE AI VISIBLE VISIBLE LIGHT BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LIGHT I I LIGHT 6"MAX.O.C. I I ENGINEER OR ARCHITECT OF RECORD. A A 77�� SEE O.C.ON4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL - - BUCK TABLE 3, DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. I HEIGHT SHEET 3 1 77" ' INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I I BUCK 8"MAX.FROM I T I � HEIGHT � 77" SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF CENTER OF 135-1/8" T 78" 35-1/8" / 35-1/8" BUCK INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE MEETING RAIL I VISIBLE SEE TIP-TO VISIBLE I VISIBLE HEIGHT OF THESE INSTRUCTIONS. LIGHT 47-11/16" TABLE 2 TIP LIGHT 47-11/16" LIGHT 47-11/16" HEIGHT VISIBLE VISIBLE 5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE VISIBLE LIGHT THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE LIGHT I LIGHT I 9"MAX. 8-1/2"MAX. OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE NO ANCHORS � D - D -'} WINDOW. - Bt 6"MAX.O.C. REQUIRED IN SILL 2-7/8"MAX.MAX 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TYP. INTEGRAL FIN FRAME TYP. INTEGRAL FIN FRAME THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN MAX_ANCHOR LOCATIONS A MAX. SIZE ANCHOR LOCATIONS A SIZE PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE INSTALLED WITH SCREWS (INSTALLED WITH NAILS DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ORIEL CONFIGURATION 1/2"NOMrE ALLOWED PROVIDED GLASS BIT THAT THE FRAME VISIBLE LIGHT HEIGHT OF 35-1/8" 5/16"NOM. 5/16"NOM. FRG& 791, 899, 983 OR AND THE FRAME HEIGHT, GLASS STACK GLASS STACK 7700 AS SHOWN ABOVE, IS NOT 31BEDDING EXCEEDED. 1/8"ANNEALED GLASS 1/8"HEAT-STRENGTHENED GLASS 4.090"PVB .090"PVB EXTERIOR 1/8"ANNEALED GLASS 1/8"HEAT-STRENGTHENED GLASS 5/16" LAMI. GLAZING GLASS TYPE 2 �N . ,..NN/,I'�� Impact Resistant Title: Drown 9y: (a Windows & Doors �'•' TABLE1: SH WINDOW INSTALLATION J ROSOWSKI esreoNseRFM 4 * Na. 58705 37E0 W.100th Street,xle le■h,FL 37016 Description: Dote; Tel:706.69 3.16ti0 1 Fax:706.69/.65024 GENERAL NOTES & ELEVATION 09/20/17 PREPARED BY LYNN MILLER T STATE O �` 1070 TECHNOLOGY DRIVE : Q STATE I 2 1/8" Heat-strengthened, 0.090" PVB, 1/8" Heat-strengthened Rev. By. Rev. Dote: N.VENICE,FL 34275 ! � F�ORti0?. Revision: r INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB ADDED ULTRACON+ ANCHOR JR 08/27/20RIGHT(941>aso-lsoo /aNAL 2020 Series/Model: Scale Drawing No. Rev: DOORS,LIMITED EED LICENSE TO MAKE �1 I : Sheet: w, NTS 1 OF 4 SH4100FLPA E COPIES FOR PERMITTING. A.LYNN MILLER,P.E. REGISTRATION#29296 P.E.#58705 SHOWN EMBEDMENT EDGE INSTALLED THRU DISTANCE I EMBEDMENT 3 1X BUCKSTRIP 27 EDGE 12 10 #12 STEEL EMBEDMENT DISTANCE _.. SELF-DRILLING jA SMS(G5) -- ~�� SHOWN INSTALLED EDGE DIRECTLY INTO DISTANCE METAL. 1 24 40 INSTALLED INTO APPROVED BUCK WIDTH ALUMINUM,STEEL FRAMING TIP-TO-TIP WIDTH EXTERIOR OR STEEL STUD. 29 9 _ _ TABLE 2:THROUGH-FRAME ANCHORS Minimum Max. O.C. 8 NOTES Anchor Substrate Edge Minimum Embedment (Above / Below 1)USE ONLY SUBSTRATE APPROPRIATE Distance Meeting Rail) TIP-TO-TIP ANCHORS LISTED IN TABLE 2.FOLLOW #12 STEEL HEIGHT LOCKS AT EMBEDMENT AND EDGE DISTANCE P.T. Southern Pine(SG= .55) 9/16" 1-3/8" 21"/23" SELF-DRILLING TOP SASH LIMITS.ANY INSTALLATION OPTION #12 Steel SMS(G5) BUCK RAIL SHOWN MAY BE USED ON ANY SIDE OF SMS Aluminum, 6063 T5 min. 3/8" 0.078" 21"/23" HEIGHT OR THE WINDOW Steel Stud, Gr. 33 min. 3/8" 0.045" (20 Ga) 21"/23" . BOTTOM Screw(G5) A36 Steel 3/8" 0.050" 21"/23" LIFT RAIL 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.ALL WOOD P.T. Southern Pine(SG = .55) 1" 1-3/8" 21"/23" 7 BUCKS LESS THAN 1-1/2"THICK ARE TO 40 BE CONSIDERED 1X INSTALLATIONS. 1X 36 WOOD BUCKS ARE OPTIONAL IF UNIT IS EXTERIOR INSTALLED DIRECTLY TO SUBSTRATE. 31 11 WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" P.T. Southern Pine(SG = .55) 1" 1-3/8" 21"/23" THICK OR GREATER. 1X AND 2X BUCKS _.X.:JJ (WHEN USED)SHALL BE DESIGNED TO 1/4" Steel Concrete(min. 3.0 ksi) 1-7/8" 1-3/8" 21" /23" PROPERLY TRANSFER LOADS TO THE Ultracon+ MULLION SECTION EXTERIOR STRUCTURE. WOOD BUCK DESIGN AND Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 21" /23" APPROVED MULLION, MAY BE INSTALLATION IS THE RESPONSIBILITY OF Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 12-1/4"/ 12-1/4" VERTICAL OR HORIZONTAL. f THE ENGINEER OR ARCHITECT OF P.T. Southern Pine(SG= .55) 1" 1-3/8" 21" 123" RECORD. 2 1/4" 410 SS Concrete (min. 3.35 ksi) 1" 1-3/4" 21"/23" 3)SEE SHEET 1 &TABLE 2 FOR SPACING CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1" 21" /23" REQUIREMENTS. Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" 21"/23" 4)MAX.SHIM THICKNESS TO BE 1/4". 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 1 1 I I I I 1 ii 5)GLASS SHOWN IS FOR ILLUSTRATIVE 2)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. PURPOSES ONLY AND MAY DIFFER TO Title: ® Impact Resistant MEET DESIGN REQUIREMENTS. Drawn By., Windows & Doors az / SH WINDOW INSTALLATION J ROSOWSKI WE'RE STRONGER'" * : No. 58705 NO ANCHORS REQUIRED IN 5750 W.104th Street,Hialeah,Fl.25015 FLANGE FRAME SILL Description: Dote: Tel:305.593.6560 1 Fax:305.502.5592 ��� 1�('42�9� INSTALLATION FOR FLANGE WINDOWS 09/20/17 PREPARED BY LYNN MILLER = P13120 P. W 1070 TECHNOLOGY DRIVE Q STATE OF Revision: Rev. By: Rev. Dote: N.VENICE, FL 34275 � ` ..'�COR10�.•' \?� ADDED ULTRACON+ ANCHOR JR 08/27/20 (941)4 , 'S N t COPYRIGHHT TO 0© 2020 CGI WINDOWS 8 , Series/Model: Scale: Sheet: Drawing No. Rev: DOORS,LIMITED LICENSE TO MAKE SH-4100A NTS 2 OF 4 SH4100FLPA E COPIES FOR PERMITTING. A. LYNN MILLER,P.E. REGISTRATION#29296 P.E.#58705 �I EMBEDMENT EDGE EDGE DISTANCE EDGE DISTANCE ISTANCE SHOWN INSTALLED DIRECTLY INTO EDGE 6 METAL. DISTANCE 27 EMBEDMENT 12 10 1 EMBEDMENT #10 STEEL SELF-DRILLING SMS(G5) 4 - - 24 EXTERIOR 40 29 �-- BUCK WIDTH - APPROVED ALUMINUM,STEEL r� FRAMING OR STEEL STUD. HORIZONTAL SECTION C-C 8 TABLE 3:THOUGH-FIN ANCHORS Min. Min. Max. #12 STEEL LOCKSAT Anchor Substrate Embedment or Edge Max. On-center Corner SELF-DRILLING BUCK TOP SASH Metal Tickness Distance Distance, O.C. Distance SMS(G5),SEE HEIGHT n., RAIL TABLE 2 OR 2-1/2"x .113" Box Nail P.T. Southern Pine(SG= 55) 3/8'' 6" @Head/Sill 2-7/8" REMOVE FIN BOTTOM 2-1/2"x.131" Common Nail P.T. Southern Pine(SG= .55) 3/8" 6" @ Jambs AT MULLION LIFT RAIL 2-1/2"x .145" Roofing Nail P.T. Southern Pine(SG = .55) 3/8" P.T. Southern Pine(SG= .55) 1-3/8" 1/2" 44 7 #10 Steel SMS Screw(G5) Aluminum, 6063-T5 min 0.100" 3/8" 17-9/16" @ Head/Sill 36 15" @ Jambs 81i2 Steel Stud, Gr. 33 min. 0.057" 3/8" A36 Steel 0.050" 3/8" EXTERIOR 31 11 P.T. Southern Pine(SG= .55) 1-3/8" 9/16" #12 Steel SMS Screw(G5) Aluminum, 6063-T5 min. 0.125" 7/16" 17-9/16" @ Head/Sill 8 1/2" Steel Stud, Gr. 33 min. 0.071" 7/16" 20" @ Jambs A36 Steel 0.050" 7/16" MULLION SECTION 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. APPROVED MULLION, MAY BE 2)PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR#10 SCREW; FOR#12 SCREW, USE VERTICAL OR HORIZONTAL. ONLY PANHEAD OR HEXHEAD. 5 —y NOTES • I 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3.FOLLOW kV LYNN rrr __ry� Y EDGE EMBEDMENT AND EDGE DISTANCE LIMITS.ANY EXTERIOR �� DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON Impact Resistant - ANY SIDE OF THE WINDOW. 4 , Title: Drawn By: Windows & Doors 2)2X WOOD FRAMING OR BUCK, 1-1/2"THICK OR SH WINDOW INSTALLATION J ROSOWSKI WERE STRONGER'" * No.* l YA 37E0 W.104th Street,NIa IeR h,FL 7301E GREATER. Description: Date: 7el:305.EE3.EE30 1 Fox:305.EE3.3EE3 L * �� L 3)SEE SHEET 1 FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS 09/20/17 PREPARED BY LYNN MILLER )ATE O L[►� 1070 TECHNOLOGY DRIVE : Q STATE OF LQ EMBEDMENT -� Revision: Rev. By: Rev. Date: N.VENICE, FL 34275 i� {OR1D�. ' N, 4)MAX.SHIM THICKNESS TO BE 1/4 ADDED ULTRACON+ ANCHOR JR 08/27/20 (s41)4ao-lsoo %r/S'+/ VERTICAL SECTION D-D 5)GLASS SHOWN IS FOR ILLUSTRATIVE Series/Model: Scale: Sheet: Drawing No. Rev: CDOORS,LIMITED LICENSE TO MAKER '� DESIGN ES ONLY AND MAY DIFFER TO MEET SH-4100A NTS 3 OF 4 SH4100FLPA E COPIES FOR PERMITTING. A.LYNN MILLER, P.E. REGISTRATION#29296 P.E.#58705 TABLE 4: Item 1.985" •- # Description 1 Flange Frame Head -� 962 I� 2.002" .050" 1.125" 2 Flange Frame Sill 2.590" .238" - �- 062" .067' f .050" 3 Flange Frame Jamb .501" .050" 4 Integral Fin Frame Head 2.000" j 5 Integral Fin Frame Sill „ .050" �- 500" I� 869" 6 Integral Fin Frame Jamb .498" I osa A 7 Sash Bottom Rail 062" �-- .062" 4 .050" .062" w Os2" 8 Sash Top Rail I 2.048" .062" -- ►I�- - t 9 HD Fixed Meeting Rail .050" FLANGE FRAME HEAD �,� FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 10 Sash Side Rail 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM 11 Sash Bottom Lock 12 Vinyl Sash Stop 20 Vinyl Bulb, Flex PVC 70 21 Frame Corner Gasket, Polyethelyne, opt. 050"� t 1.ozs" 22 Sash Corner Gasket, Polyethelyne, opt 23 Fixed Meeting Rail Plug, Rigid PVC 2.o5s" 3.225"24 Wstp.,187" X.230" Fin Seal .050" 1.125" l I .os2" III 25 Frame/Sash Corner Sealant, opt. { .062" 1.807" 2.0}81" 26 Balance Take-out Clip 1.ss9" .os2"-� 27 Balance 975" 050I F "��- 050" 1.229" 28 Sash Cam, Nylon 1.125" .975" .os2" 29 Sweep Latch, Zinc r .050" y r 062" 30 #6 X 5/8" Ph. Fl. SMS Latch Screws s2s" -� 2.056" � .050" J I .800° 31 Setting Block 1/8" x 1/2" x 1", EPDM 36 Sash Bottom Lock Spring 5 INTEGRAL FIN FRAME SILL �INTEGRAL FIN FRAME JAMB � SASH BOTTOM RAIL � SASH TOP RAIL 6063-T6 ALUMINUM 6063-T6 ALUMINUM 7 6063-T6 ALUMINUM 8 6063-T6 ALUMINUM 38 Glazing Sealant 40 Glass Bead (Lam. Glass) .os2" �- .os2" �- -� 865" 1.763" 1.370" .093" 050" .874" .926" 062„J� -�I 1.009" �- HD FIXED MEETING RAIL 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM I I I I I l l l Impact Resistant �'� . '�10ENSF Title: Drove» 8Y: ® Windows & Doors �= SH WINDOW INSTALLATION J ROSOWSKI wERESTRONGER'" _ No. 58��� , S750 W.1041h Street,Hialeah,FL 33015 Date: Tel:305.593.6590 1 Fac 305.513.6593 = - �iS.y Description: I 9/3/20 �-LL MATERIALS 09/20/17 PREPARED BY LYNN MILLER -] '. Cry 1070 TECHNOLOGY DRIVE : ❑ STATE OF Revision: Rev. By: Rev. Date: N.VENICE, FL 34275 "(ORfOP'• ADDED ULTRACON+ ANCHOR JR 08/27/20 (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: cDooRs,IMOITED L 20 ICENSE TO MAKE CGIWINDOWS& •,'�Oi I�L��,,' SH-4100A NTS 4 �F4 SH4100FLPA E COPIES FOR PERMITTING. A. LYNN MILLER, P.E. REGISTRATION#29296 P.E.#58705