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WS-19-2401Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-19-2401 ®t r I Y' �-y� r, Permit Type: Windows/Shutters Wfol kClassification: Window/Door Replacement Permit Status: Approved Issue Date:10/22/2019 Expiration: 04/20/2020 Parcel Number 1238 NE 98TH ST, Miami Shores, FL 33138 1132050090331 Contacts ANTHONY NOWAKOWSKI Owner 1238 NE 98 ST, MIAMI SHORES, FL 331382561 AMERICAN STORM PROTECTION Contractor JONATHAN RODRIGUEZ Business: 3052640446 Other:3055130514 Description: REPLACING 17 IMPACT WINDOWS AND 6 DOORS Valuation: $ 40,371.20 Inspection Requests: Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $24.60 DBPR Fee $4.95 DCA Fee $3.30 Education Surcharge $8.20 Scanning Fee $12.00 Technology Fee $8.25 Windows/Shutters Fee $280.00 Total: $391.30 Payments Date Paid Amt Paid Total Fees $391.30 Credit Card 10/10/2019 $50.00 Credit Card 10/22/2019 $341.30 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regAting constructiop-mo tzoning. Futhermore, I authorize the above named contractor to do the work stated. re: Owner / Applicant / Contractor / Agent Date October {2, 2019 Page 2 of 2 Ao� BUILDING PERMIT APPLICATION Miami Shores Village 1FzF:C11:1vE1:) Building Department 0 10 ` 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 71. t /^ 1 � INSPECTION LINE PHONE NUMBER: (305) 762-4949 W FBC 20 Master Permit No.yA S( b Sub Permit No QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1238 NE 98th ST Qy-L Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel#: 11-3205- 009- 0331 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) Address: 1238 NE 98 ST City: MIAMI SHORES Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 8440 NW 64 ST City: MIAMI State: FL Zip: 33166 Qualifier Name: JONATHAN RODRIGUEZ Phone#: (305) 494-8107 State Certification or Registration #: CGC 1513274 Certificate of Competency #: ANTHONY NOWAKOWSKI State: FL Phone#: (305) 206-6186 DESIGNER: Architect/Engineer: AMERICAN STORM PROTECTION BAY3 Zip: 33138 Phone#: Phone#: (305) 513-0514 Phone#: Address: City: State: _ Value of Work for this Permit: $ 40,371 .20 Square/Linear Footage of Work. 460 Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work. REPLACING (1�) IMPACT WINDOWS & (6) DOORS Zip: Specify color of color th�ru tile: (tL /� Submittal Fee $-60 `( ,/ Permit Fee $ 33C) CCF $ T • V CO/CC $ _ Scanning Fee $ `d► Radon Fee $ 3.3 0 ©DBPR $ Notary $ Technology Fee $ 93. 15 Training/Education Fee $ CJ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3`T''II 1• 3 (Revised02/24/2014) i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip M. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OZA � fZi. L OWNER or AGENT The foregoing instrument was acknowledged before me this 7N day of oel , 20 / `% , by who is personally known to me or who has produced FL h L as identification and who did take an oath. NOTARY PUBLIC: Sign: 41�k A♦ i :l. Seal: APPROVED BY (Revised02/24/2014) MICHAEL MARRERO Commission # GG 58774 My commission Expires r--nmhAir 28. 2020 16 Signature i CONTRACTOR The foregoing instrument was cknowledged before me this TLI `7^ day of O 20 / C/ by me or who has produced who is personally known to as identification and who did take an oath. NOTARY PUBLIC: Sign: ✓ r Print: Seal: ORr °��""� MICHAEL MARRERO rp, ,� .��'n' �• Commission # GG 58774 :• •- My Commission Expires December 28, 2020 Plans Examiner Structural Review i Zoning Clerk Property Information Folio: 11-3205-009-0331 Property Address: 1238 NE 98 ST Miami Shores, FL 33138-2561 Owner ANTHONY NOWAKOWSKI &W LORRAINE G Mailing Address 1238 NE 98 ST MIAMI SHORES, FL 33138-2561 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 4/3/1 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,370 Sq.Ft Lot Size 8,175 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $308,834 $294,548 $294,548 Building Value $291,281 $293,490 $274,410 XF Value $28,673 $29,071 $29,469 Market Value $628,788 $617,109 $598,427 Assessed Value $351,960 $345,398 $338,294 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $276,828 $271,711 $260,133 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EARLETON SHORES PB 43-80 LOT 7 BLK 3 LOT SIZE 75.000 X 109 OR 17698-4283-84 0697 1 Generated On : 10/10/2019 Taxable Value Information 20191 2018 ---- ._......_..__............. .... ----------- -...... -_. County Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,960 $295,398 $288,294 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $326,960 $320,398 $313,294 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $301,960 $295,398 $288,294 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,960 $295,398 $288,294 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1997 $300,000 17698-4283 Sales which are qualified 08/01/1986 $260,000 13004-1869 Sales which are qualified 03/01/1985 $46,800 12456-1932 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/ 10/2019 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow Signature Date Print Name PGT s510 6.s Hor�d.r Pg1x Cabana Bath & Utility Closet Anthony Nowakowski 1238 NE 98 Street Miami Shores, FL 33138 F,-,I.. O NL-15210.1 O 20 . o POT tl.106x1n PGi 0 5fi10 Bx4. ? PGi SfigO RCOv. H«YOr8a1 P011x t]08 SO Ye . 5]i/. O Sx�n v018q �1)M11.08 Pg4r t lO.t. MIYWaw W 'O 010 H�«uT gMr nor« u� PGT 55]05«In sblog ri.n Door 1IL.11.08 a-1rz. u.1n PGT 56A Sores slwro Ginsoo« Le11 GPx1q. RIOM Opxa0le Fl-F— 2 O PIWpro FO.rg18.1 P-- FL15)t0.1 00 g— FL-15g103 Hlroe:ell • • • • • • • • • • • �>e Prdlx • • • • • • • • • • • • PGT SSb S«iw L_ • • • • • • • • • • • • • • • • Pluto WinOor 1]-08t..09 IOfitl.tfi M.SSJF 70. SSYe ..... . ... . ... V .. .. .. . . .. . . .. . . • . • .. .. .. p CrxV D CT 1 0 �019 BY: .... ....... . . ..... . ... . ...... . .... .... . . .... . _5 U 1 i6 ` O GT 5510 S.nn \ xeY ` s.w. aslrz WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: - '(.\UnSt IrylWbte.C+�an ADDRESS: 12.3g 6E CIE St. PROJECT:hh1'�pAAkowSwl Miarri) S�'rCS . TL A?,ja City State ZIP EXPOSURE i " I WIND VELOCITY = 175 MPH ROOF SLOPE > 10 0 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 35 40 45 50 15 + 40.1 _ 39 38.3 37.7 37.2 36.8 36.5 36.2 35.9 15 + 40.1 39 _38.3 37.7 37.2 _36.8 36.5 36.2 35.9 - 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 39.3 53.7 51.6 50.1 48.9 48.0 47.2 46.5 45.9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 - 44.5 43.4 1 42.7 1 42.1 41.6 1 41.2 40.8 40.5 1 40.2 11 55.0 52.81 51.3 1 50.1 49.1 1 48.3 47.6 46.9 46.4 20 + 42.5 41.3 40.6 39.9 39.4 39.01 38.6 38.3 38.0 0 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 A - 46.1 44.9 44.2 43.5 43.0 42.6 42.2 41.9 41.6 A - 56.9 54.6 53.0 51.8 50.8 49.9 49.2 48.6 48.0 O. _+ 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 w + 43.4 _42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 C - 58.1 55.8 54.2 53.0 51.9 51.1 50.3 49.6 49.0 4A 4A Is+ 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 4- 25 + 25 0 44.8 43.6 42.8 42.2 41.6 41.2 40.81 40.41 40.1 O 00 •48 6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 O 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.6 'E'G• w cc 28 -P 4W 44.9 430.t 43.0 42.5 42.01 41.6 41.3 41.0 28 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 ' a - 76 48.4 047.6 46.9 46.4 45.9 45.5 45.2 44.9 a - 61.3 58.9 57.2 55.8 54.7 53.8 43.0 52.3 51.7 ' 04�6 30 + 48!2 4S.Q4.2 43.5 42.9 42.5 42.1 4 41.7 41.4 h 30 + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 •L ' 50.2 48.4 14RI 47.4 46.9 46.4 46.0 45.6 45.3 - 61.9 59.5 57.7 1 56.4 55.3 54.4 43.6 52.9 52.2 ' •v'• 35 • 97 7 46. It.5 44.8 44.3 43.8 43.4 43.0 42.7 IA + 47.7 46.4 45.5 44.8 144.31 43.8 43.4 43.0 1 42.7 35 - 11.7 50.4 t 41.E 148.9 48.3 47.8 47.4 47.0 46.7 ` - 1 63.8 61.31 59.5 58.1 57.0 56.1 55.2 54.5 53.8 •Q' 1 47.e t 48.9 46.1 45.6 1 45.1 44.7 44.3 43.9 CL + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 d 40 • 1 u1 40 -- •v - 532 51.9 S2.E 50.3 49.7 49.2 48.8 48.4 48.1 y - 65.7 63.1 51.3 59.9 58.7 57.7 56.9 56.1 55.4 50.5 49.2 18.2 47.5 46.9 46.4 45.9 45.5 45.2 c + 50.5 _49.2 48.2 47.5 46.9 46.4 45.9 45.5 45.2 • . 8 53.$ S2.S 51.8 51.2 50.6 50.2 49.8 49.5 N 67.6 64.9 63.0 61.6 60.4 59.4 58.5 57.7 47.0 • 91.4 50. 4.i 48.4 47.8 47.2 46.8 46.4 46.0 50 + 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 • • • 50 • + e .C8 54.4 53.5 1 52.7 52.1 51.6 51.2 50.8 50.4 - 68.9 66.2 64.2 62.7 61.5 60.5 59.6 58.8 58.1 55 + 52.8 51.5 50.5 49.7 49.1 1 48.5 48.1 47.7 47.3 55 + 52.8 1 51.51 50.5 49.7 49.1 48.5 48.1 47.7 47.3 57.3 55.9 54.f54.* 53.6 53.0 52.6 52.2 51.8 - 70.8 68.0 66.0 64.5 63.2 62.2 51.2 60.4 59.7 +53.8 52.4 51.49.9 49.4 48.9 48.5 48.2 + 53.8 52.4 51.4 50.6 49.9 49.4 48.9 48.5 48.2 60 -60 - 58.3 56.9 55.54.5 54.0 53.5 53.1 52.7 - 72.0 69.2 67.2 1 65.6 64.3 63.3 1 62.3 1 61.5 1 60.8 GENERAL NOTES FIGURE 1 D-10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4O 2• ROOF ELEVATION "H", IS DETERMINED ZONE 5© BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. ,r: �. H6 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D�� ROOF HEAIGHT AND APPLY TO ALL FLOORS. u U� 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D-<�:- Yd� SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS Etr (; Z� 1 A datr.10-02-13 REVISIONS: v y AL-FAROOQ CORPORATION dro•n ty: M.F. nG date by description ENGINEERS & PRODUCT DEVELOPMENT ck•d eMby: H.M. .> DWG N0. 1 9360 Sunset Dr. Suite TEL. (305) 264-8100 1 1 JAV AHMAD 220 MIAMI, FL 33173 FAX. (305) 262-6978 FLA P.E. / 70502; E9 CAN. J53e SHEET 1 OF 1 BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida------���� '1 Product Approval t USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson • • Address/Phone/Email 5200 W Century Blvd. • • • 0000 • • Los Angeles, CA 90045 • • • 0000 • (440)969-9773 Ext18 •••••• 096060 ••••:• scottjohnson@plastproinc.com • • 0; • • 0 • • • • ••••% Quality Assurance Representative Ron O'Connell 0000 • • • • • • Address/Phone/Email 5200 W Century Blvd. 0 0:0 0: *• Los Angeles, CA 90045 • • • • 0000 000000 (440) 969-9773 Ext 16 • • • • • • • . • ronoconnell@plastpro.com ; • ; . • • ••; • Category •• • Exterior Doors • •• • • .00. • • Subcategory Swinging Exterior Door Assemblies 0000 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210_R6_C0I_(a) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 j� t i I Equivalence of Product Standards j Certified By 1 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved $ummaFv of Products ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210_R6_Equiv_(-a) Equivalency of Standards.pdf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_.( ) Inst 15210.1.pdf:.•.:. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sthrrydt•P.E. 43409 •••••• Impact Resistant: Yes Created by Independent Third Party: YeS• • • • • Design Pressure: N A 9 / • • • Evaluation Reports sees** • •: • Other: See INST 15210.1 for Design Pressure Ratings, any :....: FL15210_R6_AE_(� EvaL1S2110.l. f � additional use limitations, installation instructions and product Created by Independent J�ild Party: jes • • • • • • particulars. • • • • • • • • • • • •••.• 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass-SingleUoor uNth Sidelite or Grain/Rustic/Mahogany Series O • • • •: • Sidelites - Inswing/Outs Mg (bX or XO 0(96 Fiberglass Door - Configurations) • • • • • • • • Limits of Use Installation Instructions • • • • • • Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst! 15230 2 p • 000000 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sc-timid p E. 414W •. • • Impact Resistant: Yes Created by Independent Third Party: Ye%• • • Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6_AE jb) Eval 15210.2.gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. r 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Inst 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210_R6_AE_jb- Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLl 210_RE_II_(b) Inst 15210.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6_AE_CW Eval 15210.4.gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door I Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1 210_R6_II_(b) Inst 15210.5 �df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210_R6_AE_ b Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 210_R6_II_Lb) Inst 15210.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521 _R6_II_(b) Inst 15210.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4M.9•• Impact Resistant: Yes Created by Independent Th Ord arty: `fes • • • • • • • Design Pressure: N/A Evaluation Reports •• • ..+• • Other: See INST 15210.7 for Design Pressure Ratings, any FL15210_R6_AE_(2) Evil l4?,],p,7.pdf • ... • • • • • additional use limitations, installation instructions and product Created by Independenjj�i:grarty: Yes • • • particulars. • • • • • • 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelitesor • Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX'&rVC;;OXO-.L'onlig'vrations'* •' Fiberglass Door •• •• •••• .••••• • Limits of Use Installation Instructions • • • Approved for use in HVHZ: Yes FL 1 _EL_II_(b) In 15210 8. �df s + • • s • • • • • � � Approved for use outside HVHZ: Yes Verified By: Lyndon F. S•ChmA,.RE. 41409 ;++++s Impact Resistant: Yes Created by Independent Third Party: `!s• • • . • • Design Pressure: N/A Evaluation Reports 0089 Other: See INST 15210.8 for Design Pressure Ratings, any FLl 210_R6_AE_(b Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Inst 15210 9.�df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FLl 210_R6_AE_(b) Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 1. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_M_11_(�) Inst 15210,10.12df Approved for use outside HVHZ:.Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210_R�f_AE_(b) Eval 15210.10 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 210_M_II_(b) Inst 15210.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210_R6_AE_`) Eval 15210.1i.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1 1 _RM_II_Inst 15210.12.p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210_R6_AE(b) Eval 15210.12.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 - Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RM_II_(b) Inst 15210.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210_R6_AE_(b. Eve] 152o10.13.p* •••••• additional use limitations, installation instructions and product Created by Independen Third arty: Yq6••• particulars. • • • •••••• •••• •••••• 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fibei;W4 s Double�Door�with SuimeLve; Grain/Rustic/Mahogany Series 0 Bolts on Active Door parfal - 0p tswing INA • Cbnfigu%ijnJ. Fiberglass Door , Limits of Use Installation Instructions • •' ' • • • • • • • • • • • Approved for use in HVHZ: Yes FL15210_M_II_(b) Inst354J"14.pdf , "• Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. S;hmfdt•P.E. 4 • 09 • •••••• Created by Independent Third Design Pressure: N/A arty: • • • • Evaluation Reports ; •' • ' ; �; Other: See INST 15210.14 for Design Pressure Ratings, any F 1L 5210_R6_AE_(b) Evarl52190.14.121 • • additional use limitations, installation instructions and product 000� Created by Independent Third Party: Yes• • • particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTTm an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RM_II_(b) Inst 15210.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eva[ 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back ,Vex! Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CQoyriaht 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: M ® eL heck 13 Credit Card Safe ...... .... ...... .... . ..... .... .... ...... . . . . ...... ff' ppro last 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors stall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wan dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level '7 and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHT' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 37.5' MAX. FRAME WIDTH FRAME WIDTH 1 S' w0z °0 LD w � w 0 • o x0 H O ILL lam' 1� TABLE OF CONTENTS SHEEN DESCRIPTION SHEET# 1 Typical elevations, design pressures & general notes 9 Vertical Cross Sections (Thresholds) 2 Door panel details 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 3 Sidelte panel details 11 3-Point lock details 4 life frame details and glazing details 12 3-Point lock details • • • • 5 Elevations 13 Buck anchoring 6 Horizontal & Vertical Cross Sections (2X Buck) 14 Frame anchoring • • • 7 Horizontal & Vertical Cross Sections 1X Buck) 15 Components • 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 16 B91 of materials • l' II 1 it • �••••.•..... ...• 37.5' MAX. �1 �. a N •. o a x z° 4 z m a _ FRAME WIDTH E 9 a N d = "� mda� a E ozd • • • • • • MAX. tOaIF1�Ur�4T IIVME DESIGN PRESSURE (PSF) POSITIVE NEGATIVE • • • • 91MENSION Ox/xO 76.5" x 82.0" +75.0 -75.0 •.60 145.1''x112.0" • +75.0 -75.0 • e eels• & 4 Mr h �dvCre a • ate frame design pressure Irmda ions • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s— N.T.S. M. By: JK CM as LFS FL-15210.2 i7 1 OF� N @ = o 0.4" EXTERIOR N, CAP INTERIOR HINGE STILE (LVQ LATCH STILE (LYL) HORIZONTAL CROSS SEC77ON CAP JPVC) HARDWARETABLE MANUFAMAEt MODEL MAX DESIGN ,ee sneers , and mlot mumpoimlack details. ° °° ° °° ° °°°° ° °°°°°° ° °° °°° °°°° ° ° to INTERIOR FOAM CORE (PocmxETHAw FIBERGLASS SKIN A/25"MIN. nK.) °° ° °°° ° ° °° °°° ° ° °° °°° ° °° °° ° ° ° ° °°° ° ° ° ° °°° ° ° ° ° °° ° ° °° ° ° °° ° ° ° ° ° ° BOTTOM RAIL TOP RAIL cl 35JS' DOOR WIDTH SO SIDELRE PANEL INTERIOR TOP RAIL (COMP.( —r EXTERIOR .3 FIBERGLASSSKIN (0.125- MIN. THK.( FOAM CORE (POLYURETHANE - „ ..9 . ' i , 1.9 PCF MIN.( • • • • • BUTTON • 121 VERTICAL CROSS SECTION • • • • • • •• • • • • • • • •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n 4( Loin t: �1111. 1111 1%`, Z R m N G V y� e Z $Z gLp 9 [W CL � � m a 0 0 E Z o° .3d 242T MAX. MAX FRAME WIDTH 5/8" GLASS BITE Q�r m D.L.O. WIDTH A$ STRUCTURAL SILICINE (DOW 9951 [XT.•d=� An =U:i °�� 1" OVERALL GLASS THK. V, : z �j 1/8 ANNEALED GLASS _� l 1.86" z� O 0.090"SAFLD(®PVB ''rr *' ,```:�� y > rn INTERLAYER rrrr �fe o ro�� m Z U N •; =U' = 1 /8" ANNEALED GLASS \ t a v o zO 3 _ +m 1 AIR SPACE \v i• E o _9 m °c w p 5 I 1 /8" TEMPERED GLASS G N ra = 4 c LL -4 �P) maa O ALUMINUM SPACER A3 EXL FRAME A4 (M. FRAME E u z 40 NON STRUCTURAL SEALANT o A4 #7-19 X i-3/4" PPH SELF -DRILLING SMS o v a � Gl GLAZING DEfA1L INL r3 fro" 4.25' N fr P•I am ODL LITE FRAME o 24" MAX. g ~ FRAME WIDTH a 20.75" MAX. D.L.O. WIDTH na U EXT. o 0 v 0 1 /2' GLASS BITE A5 w P. o 1-1/4" OVERALL THK. GLASS STRUCTURAL SIUCINE (DOW 995) rn 1/8"ANNEALED GLASS 6,n 03 F o 6 0.090"SAFLEX®PVB Q INTERLAYER k k' o (TYP.) 1/8" ANNEALED GLASS 4 - O • • • • • • • • --� 1.06" a ' ^ i AIR SPACE • • • • • • i� o N m 1/8"TEMPERED GLASS • • • • • • • • n i r„ 1/2' NON -GROOVE SWIGGLE • • • • • i • • 0 • • • • —� N ^ z '" w/ DELCHEM#80 POLYSULFlDE A7 40 a1F .02116112 i 1 /8" BACKPILL A6 t .5' 0 #10 X 13/4"PPH WOOD SCREW ,.. N.T.S. 4" �—j INT. G2 GLAZING DETAIL • • • • : • 5 EXR FR11ME • • • • A6 IM. FRAME Ai SCREW CAP ° �` JK 3 i • • • • • Cwc er: LFS P • • • rc DFPAV&4 MD.: RSL LnE FRAME • • • • • • • • • • • • FL- 15210.2 N • • • • • •o sH¢T 4 OF 16 p LRE-FRAME TAlllf MANUFACTURERS MAXDFSIGN 1RESSURE 5 ODL ± 75 RSL ± 60 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` =on ''��llll 1111 1`` o „0,0 Z 8n•; o ? 8 0 8 0 8 0 8 0 ED m cw �� rg 9o0a 3 3 4 4 3 3 4 4 �� Z) 6 7 6 7 6 7 6 7 , oz 0 c tj El El ' z�R En z s m o CL� O 0 2 O 6 am 1 0 6 4 o 6 X 2 5 v X 0 6 6 0 7 6 2 a 1 / 7 >?r 7 2 //j j 2 m 1 8 i 8� 8 2 2 ^ .r 1 100 10 N H 10 D In W W O 1 2 3 4 5 N 9 9 9 9 9 9 9 9 9 9 �� �k ELEVATION IXO - OXI • • • 4ELEXATIONKO 10) • La • • • •—T'—•Tr • N m Q 1 DAIS 02 16 12 p •• ••• • ••• • •• SC&L. N.T.S. i • • • • • • • • • Mo. er. JK u • • • • • • • • • • • CHK. BY: LFS 000 • • • • • • • • DRAWW ND.: D • • • • • FL-15210.2 n L .SHEET 5 OF 16 Q • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �q NOTE E 1. Spacing for Rem K: N' from each end and at centerline. (3 Total) 8 C 2. Sidefite assembly screws located 6" from top B E and bottom then 5 more equally spaced (7 total). C 0.15"CSINK L e° • .° I (TMP) 0.1 S' C-SINK s ° 1 2 q SEE NOTE 2 ° • a 2 INTERIOR a. � ° e ee 23 24 EXTERIOR 1-1/4"MIN. UL 29 EMB. (TYP.) \`� 1 HORIZONTAL CROSS SECTION 6 Outswing shown Inswing similar) i HORIZONTAL CROSS SECTION 6 Outswing shown inswing s—m or / _ 2�\ HORIZONTAL CROSS SECTION 6 Outswing Shawn Inswing simlial JERIOR 1-1/4" MIN. EMB. (TYP.) EXTERIOR SEE NOTE 2 (R ) U. On z v ° o a •• LOt 9 d coa u5� maa� L i a i_ LL 0 E oZ c w m 3a _w Y JU m z Fix 40 1 2 Q� 7 y zw 0- Nrn EXTERIOR INTERIOR � �3� VERTICAL CROSS SECTION 0 6 Outswing shown (Inswing similar) a v •0"0 • • • • 7 i • ••• --1- [ERIOR7 INT OR • • • • • • • • • • •s ••i ••i ••• 4EttZ0%T K 50 z INTERIOR EXTERIOR L •• ••• • ••• • ••• r61 HORIZONTAL CROSS SECTtN •4 r✓ERTICAL CROSS SECTION d Outswing shown(inswingo1a�a • • • • • • • ) • • • • • • • • • 6 • i tsw ng shown (Inswing ssimaor • • • • s • ••• • • • • Or s • • • • • • • • • • • • •• •• • • • •• •• rWc. Fr. JK c m er. LFS URAVANG MM: FL-15210.2 sNrfT 6 or 16 RIOR ERIOR 1 HORIZONTAL CROSS SECTION Ovtswing shown (Inswing similar) NOTE 1. Spacing for item K: 6" from each end and at centerflne. (3 Total) 2. Sidelite assembly screws located 6' from top and bottom then 5 more equality spaced (7 total). - 11 I f.1 r21 HORIZONTAL CROSS SECTION 7Shown w Ix sub -buck Outswing shown (Inswing similar) C > " r1 VERTICAL CROSS SECTION J Shown w/ 1 X sub -buck Outswing shown (Inswing similar) SEE NOTE 1 so • 1F7�t • INTERIOR • •• ••• •• • • • •• 4 VERTICAL CROSS SECTION 7 Shown w/IXsub-buck • • • • • OwW*g shown {(fswN Jailor) • • • • • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �•�� . �Y� Z � $o•in U N m Z Ze \ v C7 x 0 'Zo 96100 CD 1 ' n � o w ny w N�a z E 02116112 uM N.T.S. o. are ,JK n C. er. DFS 3 WHO NO.: ° FL-15210.2 fr _L OF 16 INTERIOR EXTERIOR —.. 1. i r.r 1 HORIZONTAL CROSS SECTION gShown Direct to Masonry Outswing shown (hawing similar) NOTE 1. Spacing for item K: 6" from each end and at centerMe. (3 Total) 2. Sideliite assembly screws located 6" from top and bottom then 5 more equally spaced (7 total). �1 VERTICAL CROSS SECTION 8 Shown Direct to Masonry Outswing shown (Inswing sanlar) D \m o's C a m z 014, V� = oz0 9m`oa a N m C R m s4 e o z yE tj d �a OZS U�a: 2p G� W�W w 0 am Z, o zG tg U a n =Ln cmo, p i r.l SEE NOTE 1 K So IL 2 HORIZONTAL CROSS SECTION $ u�tsvinwn g rect To shoNm jlnawmg senior) i • • • •: i FE O • INTERIOR w o ` -- n • • • • • • • • • r41 VERTICAL CROSS SECTION a,E 02 16 12 N.T.S. ` • • • • • • • •• • $ • 000 1 • • Shown Direct to Masonry Outswing shown (hawing similar) • • • •• • • owe BY. JK c aa. er. LFSDPAWM 3 • • • • • No.: • • •• • • •• • • •• FL-15210.2 • • MW 8_ On ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t� EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION lll9 Outswing configuration %1 VERTICAL CROSS SECTION y Jnswng configuration IOR EXTERIOR SEE NOTE I 1 K 1 2 VERTICAL CROSS SECTION y ADA Threshold INTERIOR I INTERIOR 50 SEE NOTE 1 39 is �m \\�ttttt \\............./i o n m i r, Z { o �Lp Cm cW n to mdom tc E vZ w y O x =0 y (n UW o Ucr el H �o !Q �w G a� C N a EXTERIOR a D D t a• • • • • D t 4 VERTICUCKTA IECTft • • • • • rS VERTICAL CROSS SECTION 9 Outswirg configuration NOTE y Iruwing configuration • • • • : • • • • • • • •1•Spaang for item K: 6" from each end • • • and at centerMe. 3(Total) • • • • • • • • • • • ••• •• • • •• •• • • • • • • • • • • • • 'M N.T.S. o. BY. JK C BY. LFS kWM ND.: FL-15210.2 Xr 9 OF 76 Notes: I. Spacing for item L• 6" from ends and 5 more equally spaced along siderite (7 total). 2. $pacing for item L• 3' from each end. MAX. _ r MN. EXTERIOR W INTERIOR 3 VERTICAL CROSS SECTION 10 Shown Direct to Masonry Outswing only wl 6 9116'Jomb Tn 1-1/4" MIN. EXTERIOR EMB. (IYP.) 1 HORIZONTAL CROSS SECTION Shown Direct \10 Outswi g onlyw/ 6-to 9/1ry 1 16" jamb Z MAX. z �: V `" n �m 7' s iC �'ix<=ZU_ E — MIN. to Ci UN •:Z C 1 Vagg EW imeu 50 0 ��Q a$ maa L D .6 z SEE NOTE 2 € c w o°1a EXTERIOR INTERIOR C 0 4 VERTICAL CROSS SECTION 10 Shown Direct to Masonry Outswing only w/ 6-9/16 Jamb a m w Ln o c �z rc o a =� � � W a a ti • • • • • • ••� • • s(uERiOR • • L E ••• ••� ••• •••SEENOTEI_1-1/4"MN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION • • • • • • • • 10 Shown Direct to Maw • • • • • • • • •• • • • • • • • • •• • • • • 4)utswing only w/ 6-9/16yjamb • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• IF: N.T.S. er: JK c BY. LFS IWM NO.: FL-15210.2 110 OF in 2 w 0 MANUAL RAISED TONGUE GEAR SYSTEM 22 1 HOPPE MUL71POINT LOCKSET HIS9000 3-Point Tongue �MULTIPOINT STRIKE PLATESTRIKE PLAff • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 11111 n i r / / ////ffll 11111 1``` V m Z p O O Q Z E z m u Q� � m • Ng 9pL`o a 6 maaL S 4 C p OZ J � W JTa fill 58 23 25 58 23 58 STRIKE JAMB FJ W h SME N.T.S. DM 9Y: JK oHK BY. LFS MMNO NO.: FL-15210.2 SHEEP 11 or 16 k%% / =44 =m 1, 1110 1i O m d 55 c°i chi -: Z zo �0 5CSaa IL �4 d E e= 3a � a b zo 0 aJo � U W {{-- � G � R 1- p �I O M O O a a d 57 G pN 60 W W 62 ir— �i mn ® 20 wk' 58 , Z ^n n 00 0 • • • • • • • • N P Q f 0 • • • • • • • • • • • N O 0 • • • • 0.0 • • • z ° •• ••• •• • • •• u+ic:02116112 i SM N.T.S. ° Mr. er: JK m' ENDURA TRIENNIUM 3000 • • • • • • • • • • • • • STRIKE JAMB DETAIL cHu. en: LFS 3 3 pt. Lock i• i i i i •• • aa•me Ho.: rc • • • • • • FL-15210.2 H • • • • • • • • • • • • • • • SHEET 12 of 16 ° ••• • • • • ••• • • •• •• • • • • • • ••• • • • •• •• 4" IP•) B" (iYP ) I I I I ° II TYP. HEAD II & JAMBS MUWON SHOWN FOR REF. I — II I I BUCKANCHORING OX � ) 4• ) Co.. 00 (NP) I►-14' PP.) '� ,•• �.......... ' `�`v o m J_ '''''rrrrrr i d m d oxzZ Z O V s4L11 sLL ° it II E C _ �w — JAMS ' Ja I--- MUW I I SHOWNF FOR OR I I —j+-cc �� �$ z r E ow II II II II W a < m :5 II II — o In 0 d CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortor joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE 'TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR IiIA! • 1/" 4 1-1/4" 2" 4" TAPCON ELCO 1/4" ULTRACON BUCK ANCHORING Ox0 >j • • • • •• ••• • • • • •• • • • • • • • • • • • • • •• N OI G 4 1-0 Z L DML02 16 12 N.T.S. •• ••• • ••• • ••• DNb'B0 JK ° Cw BY.. LFS 3 • • • 0 : • • • • • • • • • • • • i • • • • i i • • • • • • 3RW—m No.: ° FL-15210.2 smw 13 a 16 ••• • • • • ••• • • SEE HINGE DETAIL (TYP.) (rYP.) r 7-(TYP.) 3 I 11 II L a TYP. MULLION L BUCK — G IXBUCK D DIRECT TO 6-9/16"JAMB(N MASONRY TYP. HEAD 3 JAMBS DIRECT TO MASONRY _ JAMB (TYP.) — NP• (Sff SHEET 10)11 = d SILL D HINGE JAMB FRAME ANCHORING OX CONCRETE ANCHOR N0T6: i. concrete anchor bcations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted as MAX. ON CENrErmust be adjusted to maintain the min. edge distance to mortor joints, additional concrete anchors may be required to erwxe the MAX. ON CENTER'• dhwtdon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE .'MIN. CLEARANCE -TYPE - SIZE EMREDMEM TO MASONRY TO ADJACENT .EDGE ANCHOR TAPCON• 1 / r 1.1/4 r 1" ELCO 1/�" 1-i/r 1" r ULTRACON nW • 3116" 1.1/r AS SHOWN 1.1/r TAPCON �"V V RlftW INSIALLAIN N NU1tSV X.lftW INSIALLAIN N NUIES: 1. Maintain a rrini num S/8" edge distance. 1"end distance. 6 I"o.c. spacing o/ wood screws to prevent the splitting of wood. SEE HINGE DETAIL (TYP.) STRIKE MULLION HINGE MULLION % 1� 1"' ) (TYP.) • (TYP.) BUCK NGMASONRY LTYP.IXBUCK I2X MULLION DIRECT TO — — TYP. HEAD & JAMBS 6-9/16" JAMB N DIRECT TO MASONRY — JAMB (TYP.) p(SEE PT SHEET 10) L SILLrl FRAME ANCHORING OXO 1 9 28 58 I 58 • • . . • •• It2,7 • • • • •� LATCH AND DEADBOLT HINGE DETAIL e ails e • • • • • • 14StYllrg • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • • • ••• • • • •• •• DIRECT TO MASONRY I X BUCK 2X BUCK �Y ._. 6 of n \� J amD U N •• E. i�uo 2. a: o� d E aiL m 0 � cw 8 3d z �1 zg o i L Orn r U a �YY Q UIJ W —O a� �I o STRIKE MULLION HINGE DETAIL OLltswing DIRECT TO MASONRY I BUCK ^ 2X BUCK N OI Q fi N •-Z [ aATT:02/16 12 i SCALE N.T.S. DM BY: JK a CHI. BY: LFS 3 LNU1eNa Na.: � FL-15210.2 n SHELT T 4 or 16 %LUISWING THRESHOLD w DLP (QOSR) @OUTSWING THRESHOLD DLP 10, 1 i�r -- �y %������//ice%///•�� oUTSWING IHRESHOLD •" CrduEa (ZSeries) 36 LNSWWG MRESHOID EndlRo (Zd.:J 1A Zn o pi B'r� 01 1 ..... c n II I T \\ J O D OJ Fes— 2.44" —►F� 2.13" I '',''ZZZZZ ````\ o n m i E 111�� U N i1 POLY fllER JAM! %1 �� OUTSWINGINRESHOLD �? OUTSWINGSIDEIlTEADAPTER v c+ ozv '� Cohlmbia High Dom (Stll l Plastpro S r r 9 m o a m4:a� 4.56' DLL � o 7 E 0Z 4.7• �� 0 3d lj� �g zo %,LOUZSWING THRESHOID Z WOOD JAMS �\ WSWING SIDEiDE ADAPTER �y Z u CoNmbb (5751 v 5.63 K JEJ 0.57 f N N (WNSWING THRESHOLD WEAIHERSTRIP w w Columbia Endu a Force 5 �1 DOOR LIOTiOM SWEEP FF 6n o� Co 4.56" CL — i� ^ •• ••• • • • • • •• 4.56 • • •• • • • ♦ —L j1 n"� •• ••• •• • • •• DAn' 02 16 12 SCALL N.T.S. �11NSWING THRESHOLD ♦ ♦ ♦ • • ♦ • ♦ • �9 ADA THRLSHOLD DWa BY..JK I�c�i i • D�� • cwL BY.. LFS • • • • • • • • • • • DRAWm No.: • • •• • • •• FL— 15270.2 SHEET 15 of 16 ••• • • • • ••• • • \\1 I �IILI IIIl1\ V� V l •• ••• • • • • • •• • • • • • • • • • •• • • • • • • •• • i • • ••• • • ••• •• • • • ••• ••• • ••• • ••• • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • t 1.0 om \\\\ O n o i U ol •• C p g c; °rY� p oa a N♦ m 6 dlmi LL g oZ 8 `w o i$ o D:' aM q� J m o N m o a O U 2 - W i Q F m G n 00 N N i�i W n �o n h N N ny� NZ ugh 02116112 = a•.�r. N.T.S. ° • a • • • o«c. En: JK m cNc. ar: LFS 3 owurrx uo< e FL-15210.2 - O mm 1S of 1S BILL Of MATERIALS ITEM If DESCRIPTION MATERIALA 1 X BUCK SG >= 0.55 WOOD B ••• • • • • ••• • • R ,W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. a • •••••• Limitations: • • 0 0060 • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code m:kxal requirearslis 000 o:• including the "High Velocity Hurricane Zone". ••.•.• • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materijISfillR Pe beyond wall dressic • •'; or stucco. 0000 0 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and dogs' adt'rtquire Wf'If "Pt • •: • • o resistant Covering. • • • • sees *ego** 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complie *-M; SIC Section?1609.1.2 & • R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes WindtgnF.;El,as some** defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. ; .' • • • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry constructtons • ' ••• 6. Site conditions that deviate from the details of drawing FL-15210.2 require further engineering analysis by a licen•sed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ'. All other configurations do not meet the water infiltration requirements for the "HVHZ' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.2 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Miami -Dade NOA Materials 17-0712.05 Saflex PVB Interlayer (Eastman Chemical Company) 16-0314.11 Royal Mouldings (Ext. PVC) 3. Drawing No. Prepared by Signed & Sealed by No. FL-15210.2 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. �I/11111//��, 4. Calculations Anchoring Prepared by RW Building Consultants, Inc. #9813) ��� SCHkf I'f�i �Q� Signed &Sealed by (CA �.F: E NSF'••• Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. ems •y\C ��i 5. Quality Assurance i No 43409 • Certificate of Participation issued by National Accreditation and Management ;• t Institute, certifying that Plastpro, Inc. is manufacturing products within a quality = assurance program that complies with ISO/IEC 17020 and Guide 53. `'!.—� STATE OF : tU iOXN•'•'C ��i�S < Lyndon F. Schmidt, P.E. • 0 R , p'• �?\ ��� Slj�t�A,N�`,` FL PE No. 43409 Sheet 1 of 1 9/18/2017 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMI]YISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right w eaLoke this acceptance, if it is determined by Miami -Dade County Product Control Section that ;his -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 Floj ;Ng ilding Code, including the High Velocity Hurricane Zone. • •.. 0 • DESCRIPTION: Series "5570t2770" Vinyl Sliding Glass Door (Reinforced)-L.M.T. • • • • • • : • • • • • APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door Atv tr.M)", ch'eeis l through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/11 0s1jd and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp w=th the rloticeof • Acceptance number and expiration date by the Miami -Dade County Product Control Sectiov. 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 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 NOA P15-1210.01 and consists of this page I and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. k r NOA No. 17-0420.06 MIAMI•DADE COUNTY r/ 11 r-7 Expiration Date: April I4, 2021 G Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. 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, with revision A dated 04/05/17, 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 glasm dmr, prepwtd by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15'Sigmd and sCaltti by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) : * %0: 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, per FBC, TAS 2021%••; •• 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 02/15/16) 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) forge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 %6*0: PGT Industries, Inc. 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 glas : door, propjr.-by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15. Sigjp11 and seal;d by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) .... 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202094 • • - : �' 2) Large Missile Impact Test per FBC, TAS 201-94 so:**: " • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94' " "" along with marked -up drawings and installation diagram of vinyl sliding glass el 6, 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 Test reporton 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 6337 (samples A -I thru A-5), 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. (Submitted under NOA No. 15-1210. 01) ----,, r orge M. Plascncia, P.E. Prod4ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their `Nrewri Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions fot Windpyvs and Doors", dated 08/13/15, expiring on 09/30/19. * 0 0 0 0 0 '....' 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration 9okZons USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC ExterjOtINtrusiQnS 10V Windows and Doors" dated 09/15/16, expiring on 02/04/21. "" 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Qk films US-4:1im for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior. Fusions far Windows and Doors" dated 09/15/16, expiring on 04/16/20. : ' 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration joli�roans US;A, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doore*dattrd 08/:0V21. expiring on 02/28/18. "" 7. Test reports No(s). 10-002-792(A), l 0-06-M0527, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, CIear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6t' Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. • •••••• •••• •••••• • •••• • ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • • • • • • • • �� Jorge M. Plasencia, P.E. "t 'iuct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/1350 CORNERS GENERAL NOTES. 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10, 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES, ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 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 THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: Group Anchor Subetrale Frame Member D.. Edge isculc. Min. Elnbadmant A ail, steel SUS (GS) or 410 S.S. SMs (min 11 threads/(.) P.T. Ser4Mm Pine (SG•0.5 ernb Bile -3/C 9/1E la/e' Ak^M1'um, 6063-TE .12E rn i INA—. emb 315" 1Ai 3/e• 18' Sf A36• .080• rein. INekneas amb jH*zdfSWJmb 3/8' 0.0110• 3/8 0.080' Steel Stud, A953 Gr. 33'Y min. 1Ncknee • 318" 0.071. 14 Ga.M.071' 3/6' &07t• 14 Ga. 1/4' Ooo Ulbaeon P.T. Soulham Pine 5[_0.55 Jamb P-hook 1/4' Eke 410 S.S. OetaFlex P.T. south.. plm SG-0.55 H•ad/38VJemb 1• P4wek 1• 1a/E B a12. elael rood ecmv (GS) P-T. S.Alua, Ft.. G•0.55 H•ad/SWJemb 9I10" 1.3/e' pdeek g/18• I-va. 1/4'Eke Utraeen Carx:raN /nlm 2.65ka F k I• 1a18• Heed/Siaimb 1-3/19' 1a18' lingreulad CMU, STM 0-00 JemE P4oek i• 1. I-1M' 1-114^ C 1/4' EIC0 410 S.S. Crete Flex Ungmi d CMU, tASTM 290 Jamb I-L4' 1.1/4- P4aek 1414' 1-114' C.—ta trio. 3.33kaq Head/S81/Jemb 1a116• 1-314" P4xwk 1" 1.314, 114' El.. 18.8 S.S. Agg-Galor Conant. m,n 222 ka Heed/Sll, I-ir. 1a18• P-hook 1.1/2' 1.3/a" Ungouled CMU, ASTM C,1111 Jamb 2' 1.114- P4osk Y 1-i/4' P.T. Seulhem Plrs (SGe0.65) Hoad/SIIVJamb i• 1-318• P-hoak 1• t-3/6• D 110 Elm Ltuscon Conorote mhn. 2.85 k. Nad/SWJamb 2-1/2' 1-3/8• P4uek 2-t/2• 1a/8• Uiprouted CMU, A57M C4f0 Jamb 2-1/2- I-1N' P-hook 2-I/r 1.1N" W a- 410 S.S. Cmt.Fh: Cenenle min. 3.35 ks1 Ikad/SIIUJamb 27/2' 1-3W P-hook 2-1/r Te• al la,praAed CMU. m7M C-90 Janb 2-1/2' 1-1/4' ' 4t 2-1/2• t-114' IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 (GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES........7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES... ................ 17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS ........... _ 20 PARTS LIST........................21 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FRC), FTH EDITION INSTRUCTIONS: •ASTM El300-09 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE FOR WOOD CONSTRUCTION VCTION •ALUMINUM SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE DESIGN M -ALUMINUM DESIGN MANUAL, ADM-2015 •AI51 s100.1z GLASS/REINFORCEMENT. • • • • •AIGC V(010 • • • • • 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINRL • • • • • • • PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUNDUP TO THE NEXT GREATER LISTED WIDTH A?IQ/OR • HEIGHT. • 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. T1411I31 • • SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. • • • • • 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. • • 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. • • • Material Min. Fy Min. F„ Steel Screw 92 kel 120 kai 410 Screw 90 kel 110 kel Ek:o Aggm-OatorS 57 ksi 90 ksl Ern LltraCarO 155 ksl 177 kill 410 SS Elco CreteFlessD 127.4 ksl 189.7 ksl 0063-T5 Alumllum 16 kill 22 kill A36 Steel 36 kal 58 kai Gr. 33 Steel Stud 33 ksi 45 kill 1 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 GENERAL NOTES 14J ROSOWSKI UPDATED TO FBC 2017, VINYL MFG. 04/05/17 T.* GD-5570 NTS 1 1 OF 21 1291 MD-5570.0 4 A ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code HOA-No. 17-0420.06 Expiration Date 04/14/2021 �•`` ENV LYNAf "''• ` ��.• VCENSF�!!� Q? . t_ No.58705 - �ORIDA, \4� 10NAL ENG``• / A. LYNN MILLER P.E P." 58705 MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH I--- NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH PER TABLES 1 & 2 PER TABLES 1 & 2 PER TABLES 1�& 2 , PER TABLES 1 & 2 MAX. UNIT MAX. UNIT ' �� MAX. UNIT Ff f�� MAXHEIGHTHEIGHT gy^HEIGHT1 a �" HEIGHTPER TABLES 1 & 2 �g PER TABLES 1 & 2/ PER TABLES 1 & 2 / / / �� PER / � � � TABLES 1� & 2 � 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS F �r 4•PANELCONFIGURATIDNS J CONFIGURATIONS CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX.. UNIT HEIGHT PER TABLLES 1 & 2 1_— MAX, UNIT WIDTH §•PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH ��- NOM. PANEL WIDTH NOM. PANEL WIDTH - s _ PER TABLES 1 & 2 PER TABLES 1 & 2 �— r 3 Y �k � MAX. UNIT HEIGHT j� �c 17 MAX. UNIT HEIGHT T / / IS / ` TABLES 1 & 2 �� ■Y. PER TABLES 1 2 J r 6-PANEL CONFIGURATIONS J CORNER, TYP. o�rsos wRReR sRowR, iRsme cormcR se.. ' NOM. PANEL WIDTH PER TABLES 1 & 2 --- -MAX. UNTI WIDTH MAX. UNIT HEIGHT a PER TABLES 1 & 2A h/ rocRT L 7-PANEL CONFIGURATIONS J NOM. PANEL WIDTH PER TABLES 1 8 2 MA) HE PER TAI MAX. UNIT WIDTH UNITGHT L S1&2 I l 1 J� / /, 1 /c � / 1 / / / / / 8-PANEL CONFIGURATIONS PRODUCT REVISED as cem 1 with the Florida Building ode l NOA-No. 9 7-0420.06 r, � Pxplration Data 04/14/2021 BY Mis de Product ontro 111 I� � J CONFIGURATIONS NOTES: 'X" =OPERABLE PANEL '0' DLO WIDTH = NOM. PANEL WIDTH • 8-9/18' LY!W,�'� 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB = INOPERABLE PANEL 'pj= NOM. PANEL WIDTH = PANEL WIDTH - 1-3/18• 1'10 t ANY '' /��' LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXX�!0100?IM • • POCKFJ • • • t • DLO HEIGHT = DOOR HEIGHT - 11 -1/1 6 ` QC�; UCENy f •, POCKET CONFIGURATION CAN BE OXXXp. • • • • • • PANEL HEIGHT = DOOR HEIGHT - 2-112" 2) 90° & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. • • • 4��tV VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ -U3) O� ) •�07 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND 8 EXAMPLE CONFIGURATIONS I &• J ROSOWSKI �-:: REVIEWED BY THE AUTHORITY HAVING JURISDICTION. %�S '•F�ORIDA DETAIL LETTER 'rs.u�c. cpomlput rttowi:rs t NO CHANGES THIS SHEET. d9 04/05/17 ,.•' ��: '.� S,/ "•...... Cj� 4) FOR NOW PANEL WIDTH, SEE TABLES 1 & 2. • • • • • s[Rv p , OLOG NI EOL.0 5• • � ',,0NA� i��``\ •• • 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' L—SHEGT NUMBrR •N • •(941 ).180-1600• • GD-5570 NTS 2 OF 21 i MD 557D.0 A A LYNN MRLER, P.E. _ • • • • • •ERT. �M o P.EY 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL Al THRU IX WOOD INTO MASONRY CONCRETEICMU PER ANCHOR REQUIREMENT — �- 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT EDGE DISTANCE 1XOR2XWOOD 6 /LBUCKSTRIP, SEE ANCHOR / / NOTE 3,SHEET 1 PLATE AT ) / EVERY / ANCHOR LOCATION i DETAIL A2 2X WOOD BUCKSTRIP OR INTO 2X WOOD FRAMING, SEE ANCHOR 1a rr- NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE, SEE TABLE A, SHEET 1 & 1 L NOTE 3, BELOW EDGE �- 1/4' MAX. - EMBEDMENT DETAIL B1 ASTRAGAL FACING EXT. 28' D.C. DAYLIGHT (2 IB INTERK)lY OPENING -^`�,I 2s \Y\— WIDTH LETAIL Cl DETAIL D1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE INTERLOCK FRAME WIDTH — INTO METAL METAL SUBSTRATE REQUIRED IF DOOR HEIGHT IS OVER 96' 2� 80 F 26 � SEE NOTE 6, 94 I I _ -_ - - (4) THOU KEEPER ®w•X 78 II 82 EXTERIOR 3.6' O.C., SEE SHEET 78 III NOTE e, 26 M JZ 21 THIS 5 SHEET 1/4" MAX. — v THIS SHEET I SEE NOTE 6, SEE SEE NOTE S. THIS SHEET 2 I THIS SHEET EMBEDMENT - _ - _ _ _ � #B X 3/4" SMS REINFORCEMENT SCREW; 7 HORIZONTAL SECTION (XXX SHOWN) 63 PER STILE, LOCATED AT CENTERLINE AND 6", - - _ 9° & 12' FROM ENDS (FACTORY INSTALLED), DETAIL C2 DETAIL D2 ` ` DETAIL 62 INTERLOCK INTO MASONRY ` � ASTRAGAL � FACING WT. DAYLIGHT REQUIRED IF DOOR 21 HEIGHT IS OVER 46' EMBEDMENT `` /, s1 1/4' MAX. --j PENING OWIDTH xz EDGE I INTERIOR I I q DISTANCE — SEE NOTE 6, TH15 SHEET 7 XJ 28 Fla 28 25 93 28 6 TYP. ANCHOR TYPE, -EMBEDMENT AND r� 3t EDGE DISTANCE - - PER SUBSTRATE, -/ SEE TABLE A SHEET THRU KEEPER MAX - d 1 & NOTE 3, BELOW I EXTERIOR ' O.C., SEE SHEET 19 L �_ J PANEL WIDTH _ _ _ _ CONCRETE/CMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR NOTES ANCHORS, SEE EXTERIOR DIRECTION. 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SWEtI)�• • • : • • • • •DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. FOR ALL LocicsrnEs, R ALL L CK FIXED SnLESAND 26 • •—•—• • liI •]j�•j� • r �• • �I�YL SLIDING GLASS DOOR NOA (LM) 10105/15 4) CONTINUOUS ANCHOR PLATE, ITEM #6, IS REQUIRED AT ALL HORIZONTAL RAILS • • n eTA1 i nr 1 FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOFOR CKS O `�• JJ THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD • H06 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE\ EMBEDMENTAND EDGE DISTANCE PER _ SUBSTRATE.SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED s complying with the Florida Building Cod NOA-No. 17-0420.06 E-pintion Date 04/14/2021 gy Mlam .ro uct Control ,NN " Y LY 14'' ?O`y1GENy,�' z i No. 58705 ra *- STATE OF A. LYNN MILLER, P.E. P.E.0 68T86 DETAIL E1 INTO MASONRY 11(Bl1CK6iRIP CONCRETE/CMU PER ANCHOR REQUIREMENT V At PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT a°" 1 /4" MAX. GROUT AS NEEDED,SEE ANCHORNOTE 5, SHEET i TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER INTO WOOD SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, TFIIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT j ING, SEE ANCHOR AND EDGE DISTANCE PER EDGE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET DISTANCE DGE 1 &NOTE 3, THIS SHEET EDGE t TANCEDISTANCE EMBED- a.MENT_ �`-- 1 EMBEDMENT k 114" MAX. J 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGAL6, FIXED STILES AND HORIZONTAL RAILS Ei FRAMESEE HEIGHT NOTE 6, THIS SHEET Exrer 28 G e2 � 1/4" MAX." IL 114" MAX. _DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT • .." - . " .•-t• EMBEDMENT 114" MAX. DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY �— BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT 1 /4" MAX. \ Z°i / TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND J L EDGE DISTANCE PER SUBSTRATE, SEE / EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DLO WIDTH = NOM. PANEL WIDTH - 8-9116' DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, .390 F— SEE SHEETS 390 1T—��► �- 7 & 8. .390 ---1 f~ 390 2.947 -- 2.370 42 g42SHOWN I—T 1.793 3.464 4.041 1f43-46 ALSO APPLY .823 } 2.887 1.917 .060 .080 .060 2-1/2" =TOTAL .060 -. SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER PRODUCT REVISED s—plyylaq with the Florida Building Cade NOA-No. 17-0420.08 P eplratlon Date 04/14/2021 Br---> C)(2-1/2" TOTAL Cu)(3 1/2" TOTAL 8(4-1/16" TOTAL 46 (4-518" TOTAL ,. �p1Y LYN/y �• • • • • • •SILLHEIGMT) • • GILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��' LICENSE ��! EDGE • • • • • • • • • EMBED- z J EMBEDMENT DISTANCE • • • • `* :• Na. 587o5'- MENT . I • • • �! • 4 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 r• I- - EDGE _� TYP. ANCHOR TYPE, TYP. ANCHOR•t'OP� • • • • • - �� DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTWE,• PERANCHOR DETAILF1 SEE TABLE A, DETAILF2 SEE TABLreA, REQUIREMENT INTO MASONRv SHEET 1 & NOTE 3, SHEET 1 804DTE 3, THIS SHEET Nr°wooD THIS SHEC • N. • Es. INC. JR • 5 • AJSTALLATION, VERTICAL X-SECT. NO CHANGES THIS SHEET. ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • J ROSOWSKI �o "i 1- O %•. STATE OF ��� �0 04/05/17 �i tcs •'•:`•/ORIDA,.•'•���` NTS I<I 4 OF 21 IA $ I MD-5570.0 lAll A LYNN MILLET, P.E. 18.6. O.C. 9 !) THRU KEEPER 9 MAX O.C., SEE SHFF.T 19 EXTERroR ` \ v 135' DETAIL G1 F+� 135' INSIDE CORNER U 135° �7 INTEAIIXt i 2e 2e5 33 a 3S MAX 18.5.O.C. e6 19 e9 (4) THRU KEEPER @ MAX 98 EXTERIOR 35- O.C., SEE SHEET 19 DETAIL G2 135• OUTSIDE CORNER i ii m KEEPER � 0 �N) WERJOR ® INTE-RIOR SEE SHEET 19 -vo EXTERIOR 40. �_. I ��Jlirl`���`� • t 'I I ►'1INTERIOR 19.6' O.C. EXTERIOR I Ll-' so• - DETAIL H1 33 MAx,s.S 99• MSK)E CORNER EXTERIOR INTERIOR a �- 0 THRU KEEPE�\\ \�T\ I EXTERIOR MAX 3 6. O.C., \\��i\ 0, EE E SHEET 19 19 PRODUCT REVISED a -PlWm, with the Florld• 9o,,dg, Coodd NOA-No. 17-0420.06 ExPlr•tlon Date 04/1412021 MIamNDa s Produe n ro NOTES 1) DETAILS APPLY TO 2, 3 AND 4 1 RACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, • • "PIENRINO ON 0ONFI6UFl4TI011 \``\11„ p1Y LYN • • • • • • %4YL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 No. 58705 * _ CORNER ASTRAGAL HORIZ. X-SECT. A J ROSOWSKI • Qom. stM7E F�� ; •(�� c4oPYRrsNT•m1T Pw musunEs. INc. i NO CHANGES THIS SHEET. All rR9 D 04/05/17 % <C ---. tORIOT` .••'G��� i tr •..... ••• • 1070jE yN YDR • •:• 4a /0NALENI • • N. VrtNIQE, FW4275 • • • • • Ist1r480-1600 • • SGC:-V70 NTS $ 5OF 21 i MD-5570.0 &-9 A • y A. LYNN MILLER, P.C.ctRT.dAun,.•Alse P.Ea 5e70.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL 11_ INTO MASONRY OPTIONAL NON- STRUCTURAL ANCHORS FOR ` �� /\ INTERIOR POCKET' i roR Zt JAMB 91 % INTERIOR POCKETS MUST IJ1I L I I,'JIt SEE FIG T \ THIssHEEf0 INCLUDE ANON -STRUCTURAL, FRAME JAMB TO REDUCE THE t0 POSSIBILITY OF WATER INFILTRATION. 21 1 /4" MAX `J to POCKET BY OTHERS, SEE NOTE 6 BELOW. DETAIL 12 INTO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE~ AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, , SHEET 1 & NOTE 3, BELOW T EMBEDMENT II .EMBED° ' MENT• OPT. `• ANCHOR TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR CONCRETE/CMU AND EDGE DISTANCE PERL EDGE PER ANCHOR SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE REQUIREMENT & NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENI EXTFI V EXTERIOR POCKET i ! EXTERIOR 1/4" MAX. —/ SEE FIG,, THIS SHEET J1 EXTERIOR POCKET TYP. ANCI IOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEETA & NOTE 3, BELOW NCHOR NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS, 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EDGE DISTANCE EMBEDMENT rI � I i1/4" MAX. SEE FIG I, ( - THIS SHEET 31 CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS 06" AND LESS: C1 d FOR DOOR HEIGHTS OVER 96" t° 97 MAX. O.C. +n 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 IT. ANCHOR DETAIL 14 NTOMIOOD EXTERIOR V ,. •.. • • • • gXTFRIOR POCKET - • • • • A,1/j 4YL SLIDING GLASS DOOR NOA (LM) 10105/1', P-HOOK EXAMPLES, HORIZ. XSECT. 14J ROSOWSKI COPYRWIrO2017 PmnXusrRIE9,ll+c uL13 i NO CHANGES THIS SHEET. �� 04/05/17 •• •• • • 1070=EQHNOWGY DR • • e� • • • N. �iENICEI Fi 34275 - • • • • • • • I P480-9600 • • �T.�AUr Rclkss • ISGSJ570 NTS 6 OF 21 b£ MD-557D,0 $ A • • • • • • • • • • • - • • • • • • • • • - • %• • • • • • • • • • - • • • • • • • - PRODUCT REVISED es comply)�Ig with the Florid. Bolldhm Cade NO.:. 17.0420.06 Expiration Data04/14/2021 ONV GENS��/C i * No. 58705 ' v i Gt ��.•.// 0`ev�: 'sC/O/VALIIIIIIII E�G A. LYNN MILLER. P.E. Y.E11 ims I TARI P 1 Design Pressure (DP) and Anchor QuantItles Required, (br all approved configurations on Sheet 2) Use this table for: Door Unit Height Glass Types 1, 1A, 3 ar 3A SIT 84" 96" Astragal Reinforcement #29 68-15116" DLO Height 72-15/16' DLO Helght 84-15116' DLO Height Lockable Reinforcement #25 or #26 Anchor Group Anchor Group Anchor Group Sid, Interlock Reinforcement #27 A B I C D A B I C D A B C D Design Pressure +80 /.60 psi +60 / SO psf +80 / -60 pcf 24" 19.118" DLO HesdrSlll C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 1 5 1 5 5 P-hook 7 7 7 7 7 7 7 7 8 1 8__l 8 8 Design Pressure +60/-60 psf +60/-wpsf +60/-60psf 3(" 25-1/6' DLO Headr381 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 6 5 5 5 1 5 5 1-5 r P-hook 7 7 7 7 7 7 7 7 8 8 8 Design Pressure +e0/ 4Q0 P3f +60 / -60 psf +W /-60 psf 3G 31-1/8" DLO Head/Sin +1 +1 + Ec + 1 03+1 C3+ 1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 0 WWth Jamb 5 5 5 S 5 5 5 5 5 b 5 6 P-hook 7 7 7 7 7 1 7 1 7 7 8 8 1 8 1 8 z Design Pressure +60/-60psf +60/-60ps1 +80/-dopsf 42" 37-1/8" DLO 14e2d/S81 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 wlatn Jamb 5 6 5 5 5 5 5 5 6 5 5 5 P-hook 7 7 7 7 7 7 T 7 8 8 8 8 n Pressure +60/-80 psf +60/-60psf +60/-60 per 43-LDadBlll DLOJamb r!e C3+2 C3+1 C3+1 C3+1 C3+2 C3+t C3+1 C3+1 C5+2 C3+1 C3+1 C3+146" Width 5 b 5 5 5 5 5 5 5 5 8 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 B \-1/1%1`-USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REOUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4. TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11_ 16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REOUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE /MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE Bt, THIS SHEET. ✓ # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TARI r R1 Water -Limited (+) Design Pressure Sin Poser Nom. SII Height Max. (+) DP Allowed Nona 1-11116" See Note 2 42 2-1/2" +38.7 psf 43 3-1/T +60.0 psf 44 4-1/16" +60.0 psf 1 45 1 4518' -60.0 paf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE = OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. PRODUCT REVISED emd,.imy0 with the Florida mrrig o NOA-No. 17.0420e06 Expiration Date 0411412021 ly Nllam -0'rb Product Control DLO WIDTH = NOW PANEL WIDTH - 8-9/16" i I I I I l rr/rr DLO HEIGHT = DOOR HEIGHT - 11-1/16' PANEL �vittl LYNN,� •,� HEIGHT = DOOR HEIGHT - 2-1/2" pNY • • • • • • • • • • � mil• �,1GEN,gF''•. �( �` Q; • • ;tn,P •• • • • • • • • L! 'VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/1JID5 No.5E7p5 , • • • • • • • P & ANCHOR QUANTITY TABLE 8� J ROSOWSKI = .� } rrRxa con•m17 rcrwouslmEs,mc. ALL RIGHTS RES Ep NO CHANGES THIS SHEET.a lM/OS/17 •. ORID�•. •' \ ` • • 1 NI � d • • • N N F 3427D5R (G41}480-i600 • • Jj INALtE • • c•iT. Aunyatesa • SG-�570 NTS 7 OF 21 MD-5570.0 1 A A. LVNN MIU.ER, P.E. nE.rasms ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TARI F 2' Design Pressure (DP) and Anchor Quantities Required, (for all approved eonfigu'atlons on Sheet 2) Use this table for. Glass Types 2 or 4 Astragal Reinforcement #29 Lockstile Reinforcement #25 HD Interlock Reinforcement #20 Door Unit Height 80" 84" 96" 108" 120' 68.16f16" DLO Height 72-15116" DLO Height 84-15/16" DLO Height 9&15/16" DLO Height 108-15116" DLO I lelght Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C ID A I B I C I D A I B I C I D A = I D A B I C D _ Design Pressure +100/-100psf +100/.100p3f 4100/-100ps1 +60/d5pSf +60/-65psf 24' 19.1/8 DLO HeadfSNl 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1. C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 6 5 5 5 5 5 5 5 5 5 5 6 6 1 a 8 6 1 8 1 5 8 Pfiook 7 7 7 7 7 7 7 7 6 8 8 B 9 9 9 9 10 1 10 1 10 10 Design Pressure +100/-100psf +100/400pef +100/-100pef +60/-65psf +60/-55Psi` DLO Head/SIN C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+i C3+1 Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 B 9 9 9 9 10 10 1 10 10 Design Pressure +100/-100PSI` +100/-100psf +100/-100psf +60/-65psf +60/-65psf " 31-1l8' DLO Head/Sill C5+2 C3+1 C5+1 C3+1 C5+M71 5+2 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 CS+i C3+1 Width Jamb 5 5 8 5 5 r7i—F-8—=11 S 5 6 8 6 6 6 6 6 t P-hook 7 7 7 7 7 9 9 9 10 10 1 10 10 Design Pressure +f00/-f00psf +100/-100ps1 +100/-100psf +60/-65 psf +60/-85 psf 42' 3/-1/8" DLO Head/Sill C6+2 C3+2 C5+2 C3+1 C5+2 CS+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 n Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 8 B 6 8 8 6 7 6 E P-hook 7 7 7 7 7 7 7 7 8 B 8 8 9 9 9 9 10 10 10 10 o Design Pressure +100/-100psf +100/-100psf +92/-92psf• +60/.85psf +60/.65psf 48" 43-1l8' DLO Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C54-2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 WidthJamb 5 5 7 5 5 5 8 6 5 5 9 5 6 6 7 6 6 6 6 6 P-look 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +80/-80psf +80/-80psf +80/-80 psf +60/65psf +54.1/53.7 psf 49-1/8" DLOJamb HeadlS01 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+27C3+2 C5+2 C5+2 C5+2C5+2 CS+2 C5+2 CS+2r�254' 5 5 6 5 6 5 7 5 5 5 6 6 8 6 8 6 aWWthP-hcok 7 7 7 7 7 7 7 7 B 8 11 9 9 9 10 10 10 Design Pmstre +80/ -80 psf +80 / AD psf +80 / -80 psf +59.1 / -64 psf +49.6 / -53.7 psf 60' 55-1/8' DLO Head/Sill C5+3 03+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C6+2 C5+3 C3+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 Width Jamb 5 6 B 5 5 5 7 5 5 1 5 8 1 5 6 6 8 6 6 6 8 6 P-hook 7 1 7 1 7 7 7 7 7 7 1 8 1 8 8 1 8 9 9 9 9 10 10 10 10 • +1-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING •• ••• • • • • • •• • ANCI IORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS - CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT - MIDSPAN OF PANEL). TOTAL if OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: = DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: _ PRODUCT REVISED Water -Limited as complying with the Plorlde Building Cade (+) Design Pressure Non-140. 17-0420.06 SIR I Nom. SIN Max. (+) DP Expimilon Dete 04111412021 Riser Height Allowed R DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1l18" PANEL HEIGHT = DOOR HEIGHT - 2-1/2' • • • " • I tIJYL SLIDING GLASS DOOR NOA (LM) g 10/05/15 DP & ANCHOR QUANTITY TABLE S J ROSOWSKI CDPVRgNi•1017 PGTINDL6TRIES.NG. NO CHANGES THIS SHEET. 48' 04/05/17 ut � s D • • • • 1070 iEC1,INOLOGY DR • • �$ • • N. VINISE, F1.34275 • • • • • 41� �-1115• SG [� 570 NTS 8 OF 21 � MD-5570.0 j CLOT A • • • • • • • • • • • • • • • • • • • • • • 0% •• •• • • • •• •• • • • • • • • • �c rvSN4.//l' * No. 58705 OR I S <J A. LYNN MILLER. P.E. P.E.e Se705 EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84' NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF OPT. AW TO ALIGNI E POCKET BY OTHERS. SEC NOTE 6, SHEET 6 1 EXTERIOR POCKET BY OTHERS;SEE NOTE 6, SHEET6 i FRAME JAMB REQUIRED INTERIOR POCKETS SPLICE NOTE NONSTRUCTURAL ANCHORS MAY BE ADDED INFIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. HEAD SPLICE: INTERIOR rCENTERLWE OF INTERLOCK 6' MAX. _CENTERLINE OF PANEL -.2' % ANCHORAGE, SHEET /2 •�„ CLUSTER• SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEET 6 4 --SILL SPLICE INTERIOR 6" CENTERLIN MAX. [--OF PANFL f ' • 2' 7I}� ANCHORAGE, SHEET 11 "�• CLUSTER, SHEET 11 12• MAX 21.6' FRAME JAMB SEE POCKET JAMB MAX REg11RED ' INSTALLATION ON U.C. INTERIOR POCKETS SHEETS 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF — +48.21-58.6 AT A NOM. PANEL SIZE OF 48' X 84', FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/SA I C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hwk 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6' MAX. HEAD (CLUSTER ANCHORSL SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT W MAX THE INTERLOCK/ASTRAGAL. O�'To=114 _ HEAD INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE ALIGNMENT MIDSPAN OF EACH PANEL. P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. FT �tiR TAB' 2 cI • CENTERLNE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR WFORMATION. CENTERLINE{� CENTERLNE OF PANEL 2 I OF PANEL 3 .+2' ANCHORAGE. J SHEET 12 'C3' CLUSTER•_ SHEET 12 HEAD ANCHORAGE DETAILS PXXX (3-TRACK) rcEN TERLINE OF INTERLOCK {�. CENTERLINE I OF PANEL +2' ANCHORAGE, J SHEET 1/ 'C3' CLUSTER, SHEET 11 SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCI IOR EXCEPTION: DETAILS DETAILS SILL (INTERMEDIATE ANCHORS). SHE - 1 L 6 'w 4"w1A =THit MIDSPAN OF EACH PANEL. • • • JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. • • • • FOR PRODUCT REFERENCES, ALSO SEE_ A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK: 7 ANCHORS, SHEET 13 FOR GENWL• LAYOUT. • • • • • • • • • • • �I 8e LOCATIONS OF CROSS-SECTION DRAWINGS. • B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN CO IGST02017 POTINDUERIES,11M. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. BE FOUND ON: • • • • HEAD &SILL: SHEET 4 • • ALL RIGHTS RERVED 1070 ESJ Y DR N E, F 34275 • _ E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB : SHEET 3 • • • • • • 1480. 00 • (NI • • • F) SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 T. AUTH 2sale• tAAX. 6. '+Y ANCHORAGE,_ MAX. SHEET 12 _ END ANCHORAGE EXTERIOR (MIN. 1 ANCHOR) I CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFDRMATION. I�CENTERLINE I OF PANEL J 25-316' MAX. 1• ' '+2' ANCHORAGE SHEET 1 END ANCHORAGE_ (MIN, I ANCHOR) DISTANCE TO NEXT CLUSTER TO BE 25-- ff O.C. OR LESS CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O C DISTANCE TO THE NFXT ANCHOR CLUSTER IS OVER / —r( MAY EXTERIOR ID PRODUCT REVISED pl Bde with the Florida BulMing NOA-No. 17.0420.06 Expiration Date 04/_14/2021 25.3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS `( LYNII PER THE FIGURE ABOVE: ,SON.. •....... j VINYL SLIDING GLASS DOOR NOA (LM) STRAIGHT DOOR EXAMPLE NO CHANGES THIS SHEET. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • No.5B705 J ROSOWSKI ', dl'WA11 4 . J9 04/05/17 ;�FS•..FLORIDP.•''G\'?� �' S �NALE'011 1 NTS 1.11 9 OF 2.1 � I MD-55 0 0 A A. L N NM MI05 LLER, P.E 7/16" NOM. 7/16" NOM. 3/1 T HS GLASS 311 S" HS GLASS .09T PVB ,090• pyB 3116' ANN GLA55 PAINTED/ 3116' HS GLASS - LAMINATED O e1 I SURFACE Q—!)O el G] EXTERIOR EXTERIOR I— — PRODOCT IS "EXTERIOR- I \ PRODUCT IS TXTERIOR- GLAZED'IFA8"1IS I 718. NOM. GLAZED' IF$118081 IS TOWARDS THE EXTERIOR. I I GLASS TOWARDS THE EXTERIOR I I I arTE a INTERIOR I a KrEp" PRODUCT I3'INI ERIOR- I I PRODUCT..-INTERIOR-GLAI IS TOWARDD.S DS THE INTERIOR. i 79 TOWARDS THE NGLAZEDIFITERIOR 9EE 85 NOTE 2, ' SEEN07E; i THIS SHEET THLS SHEET GLASS TYPE 1 3I11T" HS CLASS- "' 7M 6" NOM. .090" PVB 3/16"AG-W 3/16" ANN GLASS - 7/16' AIR SPACE - PAINTED/ 3M 6" 3M 6" T GLASS - LAMINATEDPAINTED/ / SURFACE OpLAMINATED SURFACE 8z a3 \!f \ EXTER OR C7 EXTERIOR 7 PRODUCED.T IS -EXTERIOR- 7/8" NOM. PRODUCTIS'EXTERIOR- GLAZED' IF $82-83 IS TOWARDS T EXTERIOR I GLASS TOWADSTHEEXTERIORSITEINTERIOR BITE NTERI R PDWCTIS"tNTEROR- PRODUCT IS "INTERIOR -GLAZED" IF M8"1 IS 7s GLAZED' IF 982.831S TOWARDS THE INTERIOR.TOWARDS THE INTERIOR. ebSEE NOTE; SEE NOTE 2, -.-- GLASS TYPE 1A GLASS TYPE 2 SILICONE HOT -MELT BUTYL STRUCTURAL 1-1116" NOM. STRUCTURAL SILICONE 3/16" NOM. 3116' HS GLASS 3/16' HS GLASS— POLYISOBUTYLENE 114" NOM. FOAM WIT. .090" PVB .090" SG — WITH DESICCANT DESICCANT 16 3M6' HS GLASS 75 78 3/16" HS GLASS — EXT.GLASS EXT. GLASS WIVAIRSPACE 77 78� 7/16'AIRSPACE- 3/16' T GLASS 3/16" T GLASS PAINTED/ .02 63 LAMINATED 82 83 SURFACE INT. GLASS INT. GLASS a EXTERIOR / �( �` EXTERIOR KODISPACE SUPER PRODUCTIS"EXTERIOR• I GLAZED' IF #92-83 IS D \ I 7GLANOMSS. PRODUCT IS'EXTERIOR-I GLAZED"IFMEEXTE 78 78 ® TOWARDS THE EXTERIOR- I G ASS TOWARDS THE EXTERIOR 4SG TPS SPACER NXT I I SITE I a INTER I a INTERIOR ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILLAREA PRODUCT IS INTERIOR- I GLAZED' IF 882.83 IS I I PRODUCT IS "INTERIOR- BUTYLENE 6/16' NOM. SEAL BUTYL& 5MS" NOM. SILICONE SEAL TOWARDS THE INTERIOR. I SEE NOTE; 77 ee GLAZED" IF 982-831S TOWARDS THE INTERIOR. ) DESICCANT ROIL -FORMED THIS SHEET SEE NOTE; THIS SHEFT 1-1/15" NOM. / PAINTED/ INATED SURFACE D 7O GLASS SITE i GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED r' = TEMPERED 1-1/16" NOM. -- "PVB" = .090" TROSIFOLO PVB INTERLAYEF r BY KURARAY AMERICA, INC. "SG" = •090" SENTRYGLASM INTERLAYER 75 78 BY KURARAYAMERICA, INC. - 7e PRODUCT REVISED as complying with the Florida PAINTED/ Building Code LAMINATED NOA-No. 17.0420.06 SURFACE Expiration Date 04/14/2021 D 718' NOM. MIam�6aT m uct Cont-m GLASS BITE I 79 FOAM STAINLESS sTEEI GLASS TYPE 3A GLASS TYPE 4 EXT. GLASS I NOTES: • • 000 • • • • • • • ��` �pNY LVNry�',,� EXT. GLASS i 1) BACKBEDDING SURFACES STALL • • • • • • • • :� '��.•' 1•iGEA1,pF • :� �� NOT BE PAINTED OR LAMINATED* • • • ,•. • .•� FNOCHANGES LASS ODOR NOA (LM) 10/05/15 * : No. 587pe • • • • • *_ INT. GLASS 2) PRODUCT MAY BE EITHER e` J ROSOWSKI : 0 INT. GLASS • • • • • • •LS - INTERIOR OR EXTERIOR GLAZED, •' 77 DUR_ASEAL® 7e XL EDGE PROVIDED THAT THE "HS" SURFACE GOPYRIdRG2017 vcrlHpusTRes,PX;.HIS SHEET. �� 04/05/17 �0 OF <4�OF A LAMINATED GLAZING U IT IS AlL RI6HI5 RE5t31VlD AZORIOI`' t1`Sf�ACER SPACER •• .i`' ADHERED TO THE GLAZIN %. 1070ZCH Y DR s• GN. N}CE, 34275 °4 'i, �ONAL E• • • 41= 48 600•• . 10 OF 21 MD-5570.0 q A. LYNN M LLER P.E. T. FA BBs P.E.t 88705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR IF 2-TRACK CLUSTER'C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTEReJNE 4" EXTERIOR 327' v 3-TRACK CLUSTER -C3- ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK — CENTERLINE 4+ e EXTERIOR -- -- 3.22" " 4-TRACK CLUSTER 'CY ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" EXTERIOR ID 2-TRACK CLUSTER'CS ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" I►— `J 3-TRACK CLUSTER "Cr ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4- EXTERIOR 3 �• G 4-TRACK CLUSTER TW ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK-TO-TRACK@215" DISTANCE IS 2.375" FOR ALL SILLS: MURE3 PERTAIN TO TIE FOLLOVIIxl SILL OLUWERANC110R LOCATIONS: fc.,11 07, 1) ii. .1-0 SILL "+" INTERMEDIATE ANCHORS LAYOUT' PANEL CEMERLINE EXTERIOR 2-TRACX INTERMEDIATE 1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR V 3-TRACK INTERMEDIATE '+I' ANCHOR LOCATION 4-TRACK INTERMEDIATE '+I' ANCHOR LOCATION PANEL CENTERLINE 4- EXTERIOR I n 2-TRACK INTERMEDIATE '+2" ANCHOR LOCATIONS PANEL CENTERLINE 4" EX*EEIRIOR \/ 3-TRACK INTERMEDIATE '-2'ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR v 4TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS FKKORES PERTAIN TC THE FOLLO"* SILL INTERMF. UTEANCHOR LOCAT*W. wr,o"116�011,0- Lim Imp--ml, NO CHANCES THIS SHEET: 107.0 TECHNOLO YLTR ��• • • • • • • N. VENICE, FL f$75 • • • • • s ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL CENTERLINE 4' I. EXTERIOR V 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 22' \J 3-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTTTE'IRK)yR 3.22" 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 2 375' DISTANCE IS 2.375" FOR ALL SILLS: (LM) JAI 10105/1: 8 JROSOWSKI 8i 04/05/17 MD-5570.0 PRODUCT REVISED •S eomPIZV With the Florlda BUTlding Cod NOA-No. 17-0420,06 ExPlretloR Dwty 04/14/2021 I�I1111I IITIT CEN * No.58705 ,J30� .. SS 71E OF Ililllll A. LYNN MILLER P.E. REP 58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4' CENTERLINE EXTERIOR 2-TRACK CLUSTER"CT ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4• EXTERIOR_ �• 3.22' 3-TRACK CLUSTER'C-T ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4' CENTERLINE E_ XTTERIQR - 3.22" V 4-TRACK CLUSTER 'C3-ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— 4" CENTERLINE EXTERIOR 2-TRACK CLUSTER *CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4' EXTERIOR — 3.22" 3-TRACK CLUSTER 'CS' ANCI TOR LOCATIONS ASTRAGAL OR INTERLOCK—► 4' CENTERLINE M322- EXTEPoOR 4-TRACK CLUSTER 'CS"ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 1 DISTANCE IS 2.375" 2.375" FOR ALL HEADS: f v , Ncov,440 W, i IT� HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR 2-TRACK IWERMEDIATE +1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR I -I 3-TRACK INTERMEDIATE �J '+1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 4-TRACK INTSWETNATE +I' ANCHOR LOCATION •• •• • PANEL LOCATIONS PANEL CENTERLINE—� 4.75" EXTERIOR J I, 3-TRACK INTERMEDIATE '+2• ANCHOR LOCATIONS CENTERLINE 4' EXTERIOR 3.22' 2-TRACK INTERMEDIATE -+Y ANCHOR PANEL CENTERLINE EXTERIDR TI K•TRACK INTERMEDIATE •+2' U nr mNa PANEL_ 4` CEWCRLAIE EXTERIOR �J 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4' EXTERIOR R 3-TRACK INTERMEDIATE �J '+3' ANCHOR LOCATIONS PANEL 4• CENTERLINE EXTTE-IRIOR 1 y 4TRACK INTERMEDIATE'•3' v ANCHOR LOCATIONS NOTES: �01U NGHEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. i LOGATIDNS: _ _ 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: HeadS18 1 Jamb 5 • • • • •P-hoot• 7 GLIOIN6 O1LA90�DuDOR140A (LM) OAtOCft'IIONSB• •• 8 III PRODUCT REVISED as Comprying With th• Florida Builtlin8 Ceds NOA-No. 17-0420.06 Explratlon oa�e..04/1� 021 ByT .1rr� 10/05H5 111 Mianll- ro uct on ro J ROSOWSKI NO CHANGES THIS SHEET. IdgI04/05/17 1 J7. EHNOLO0TC,�� � ••�NVENICEFL 315 (941}4R0-160D • Sb-97 •._ ••• ••• ••• MD-557le0a.0NHS�120�1 f ••• • • • • ••• • • ••• • • • ••• • • LICENSE ••�(� No, 58705 ' A LVNN MLLER, P.E. P.Er 58705 P-HOOK ANCHORS LAYOUT: OPT. ANCH( TO AID ALIGNMEi OPT. ANCHC TO AID ALIGNME� NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. a a Heao/61A C3+1 .lamb 5 P-hook 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW)' 2.375' --� 4.75" 21.6' 21.6" MAX. MAX. O.C. EXrERwR O.C. EXTERIOR� 6" 6" MAX. MAX I 2-TRACK FRAME i 31-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB (3) WEEP NOTCHES PER END @ V X .500' (3)TRACK WEEP HOLES EVERY 24' @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X.500" I-•'-- -- 7.125" I I N HRH N 1 FY EXTERIOR M �4-TRACK FRAME JAMB ANCHORS (4) WEEP NOTCHES PER END @ 1"X.500" EXTERIOR 7 (6) TRACK WEEP HOLES EVERY 24- @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .50D" SILL WEEPHOLE LAYOUT (2 3 & 4 TRACKS) •• ••• • • • • • •• r • �I VI" YL-6LIOINfidCASS.DOOR NOA (LM) • • I • • • XLOA LOL•ATIW C RIOHTQZII POTIMUSTRIES,ING & NO CHANGES THIS SHEET. ALL RIGHTS RESERVED 170TEC O • ••• • ••• N. VENI FL 34 5 • • • • • (941*8a1600• • • cERr. o•alm, vzlne• . SOD-55 - NT9 j a 13 OF 21 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • UREs PERTAIN TD THE — I Heed+611 G3+1 JeMb 5 P hook 1 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. (5) WEEP NOTCHES PER END @ 1' X .500" SILL (10) TRACK WEEP HOLES E VERY 24" @ 1.125' X .190';1 (1) WEEP NOTCH EVERY 24- @ 1.375" X .500' J ROSOWSKI Till 44/01/17 MD-5570.0 PRODUCT REVISED comPlVng with the Florida Building oda NOA-No. 17-0420.06 EaPiration Date 04N4t2021 eY i ---> "\1" ONY'LY/v'v Q�. _ •' LIGENSF''. ��� No.58705� - �O�'• ST TE CF ;FS G. S A. LYNN MILLER, P.E. P.E A 58705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 4' 1 4" i 3.22' EXTERIOR 2-TRACK9D'CORNER 'C4' ANCHOR LOCATIONS lu (USE WHERE'C3' IS SPECIFIED) 4" 4' EXTER 3-TRACK 90' CORNER 'C4" ANCHOR LOCATIONS (USE WHERE'C7 IS SPECIFIED) 4-TRACK 90' CORNER "C4" ANCHOR L=TICS (USE WHERE'CT 19 SPECIFIED) 4 4" 4" 3. EXTERIOR 2-TRACK 90' CORNER n 'CW ANCHOR LOCATIONS v ME WHERE'C5- IS SPECIFIED) 4" 4" 3.22' EXTERIOR 3-TRACK 90'CORNER _n 'OW ANCHOR LOCATIONS v (USE "ERE -05' IS SPECIFIED) SILL 904 CORNER CLUSTER ANCHORS LAYOUT: prim 4" 4" 4" 4" 2-TRACK 90' CORNFR EXTERIOR 2-TRACK 90' CORNER EXTERIOR 'C4'ANCHOR LOCATONS n 'C'ANCHOR LOCATIONS �j (USE YYFIFRE -CS" lS SPECIFIED) �/ (USE NMERE'CS K SPECIFIED) V 4" 4' 3.27' 3-TRACK 90'CORNER EXTERIOR 'CO ANCHOR LOCATIONS (USE MERE'C3' IS SPECIFIED) 4" 4-TRACK GIV CORNER TRACK 90 ' CORNER A 'C6' ANCHOR LOCATIONS v" V ( '4 j (USE WHERE'CS' ISC4-ANCHOR LOCATIONS SPECIFIED) vn IF /USE WHERE'C3' IS SPECfIED) • • • • • • • • • • • NOTES: • • • • • • • • • 1) ALL DIMENSIONS SHOWN ARE BASEL• ON MINIMUM AFLOWID. • • • • •t•• • • • • ••• 2) DETAILS DEPICT ANCHOR OUANTIT6ANDS?4C:NCraWbVID • • SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATI N? • • 3) TRACK -TO -TRACK DISTANCE IS 2.375' • • 4.676 5' • • • FOR ALL HEADS AND SILLS: [I • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 4' 4' 3.22" 3-TRACK 90' CORNEA EXTERIOR 'C6'ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) FIGMES PERTAK TO THE FOLLOWING DD' CORNER Sll AHCHGR LO TKINS: 90' Heed'Siq 1 Jamb 1 5 P-)nok 7 PRODUCT REVISED s—pl7i.g with th. Florida S.Ildlag Cod. NOA-N.. 17-0420.06 E.plratto. �Dat. 04114/2021 Mlam `�oNY'.YN!v * NO. 58705 -�0 LJ%b I � n TE F a° 3.22' 1 0;ONAL 4-TRACK 00'CORNER EXTERIOR I//)1' A IIITIL 'Cr ANCHOR LOCATIONS (v� (USE WHERE TV IS SPECIFIED) A. LYNN fAIlER P.E. PA.4 68706 i m COPYRICHT•MI1 PGTINfX15TRIES. ALL RIGHf3 RE3ER�ED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (LM)VINYL SLIDING GLASS DOOR NOA (LM) I$110105/11, ANCHOR LOCATIONS D lr J ROSOWSKI Rl NO CHANGES THIS SHEET. 14M104/05/17 NTS IV 14 OF 21 1$£1 MD-5570.0 I IGny 1.02 '-AyM jv -R ULUO I tK /AI'4La -IUKJ LAYUU 1 4" / 4" ERIOR 2-TRACK t3S"CORNER lul 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) EXTERIOR lu 3-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) -,\ 4' EXTERIOR 4-TRACK 13S CORNER 'C4' ANCHOR LOCATIONS (USE WHERE TW IS SPECIFIED) v ®`© 4" 3EXTERIOR 2-TRACK 136' CORNEA C% I ANCHOR LOCATIONS (USE WHERE -CS IS SPECIFIED) 4" >X, S 4" EXTERIOR 3-TRACK 135 CORNER 'CS' ANCHOR LOCATIONS (USE WHERE'CS IS SPECIFIED) SILL 135o CORNER CLUSTER ANCHORS LAYOUT: I 4" 4^ _ EXT�E��RII IOR 2-TRACK 135' CORNER `j 'C4' ANCHOR LOCATIONS (USE WHERE "- IS SPECIFIED) 101E�X�TERI'.R . 3-TRACK 135' CORNER 'Cr ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) 4-TRACK 13.5' CORNER 'C5' ANCHOR LOCATIONS 4-TRACK 135' CORNER (USE WHERE-05- IS SPECIFIED) 'C4'ANCHOR LOCATIONS (USE WHEREcr IS SPF.OIFIED) NOTES: • • • • • • • • • • .00 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUMwAtL0WED. • e 0 • • • • • • • • • • • 2) DETAILS DEPICT ANCHOR O(1ANT" TNQ.VjCIt1C, ENDt)ptL jBFy .00 SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNFR CONFIGURATIONS. I I 3) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS AND SILLS: EXTERIOR V �OEEXTERIQR 4„ 2-TRACK 135' CORNER �J •C6- ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) X 4- e � 4' EXT_EIR'IOR 3-TRACK 135' CORNER 'C6• ANCHOR LOCATIONS (USE WHERE "' IS SPECIFIED) 3.22'4" EXTERIOR � 4-TRACK 135' CORNER 'C6' ANCHOR LOCATIONS (USE WHERE -CS IS SPECIFIED) U�_-XV roHromn Iw•r xllxxArmEA • • • • • • 1070 TECHNOLOGY D I • • • N. VENICE, FL 34275 _ • • • • • (941Y480.1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RCLFES PERTAIN TO THE r LOWING I W CORHER SILL ANCHrn I.nCAT : 135' Headl5ill 1 Jamb 5 P-hook 7 PRODUCT REVISED •gg with tM FloHds Ba "-ulldlnB 11• NOA-No. 17.0420.06 Expiration Dat•04/14/2021 P��.•'• UCENS�'Q��'i No. 58705 '13 '0T '. S TE4 �i�s �'F�ORIDA ,�•'•���� ��''!roNA L 1�NG�``• A. LYNN MILLER, P.E- VINYL SLIDING GLASS DOOR NOA (LM) 3 10/05/15 ANCHOR LOCATIONS E� J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 ' i NTS 111 15 OF 21 19€1 MD-5570.0 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" EXTERIOR 2-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE CT IS SPECIREO) SPLICE LOCATION 4.75. EXTERIOR rl 3-TRACK SPLICE V 'Ct' ANChKXi LOCATIONS (USE WHERE -Cr 19 SPECIFIED) SPLICE 4.76' LOCATION EXTERIOR 4" &TRACKSPLICE 'C4 ANCHOR LOCATIONS (USE WHERE •C3• IS SPECIFIED) FIntMPERTAN TOTHEFOLLOwc10s ICED HFAO ANOiOn LOCATONS, Heed16Al C3 1 Jamb 5 P•hook 7 SPLK:E LOCATION 4" EXTERIOR 3.22" 15 2-TRACKSPLIOE 'CS' ANCHOR LOCATIONS (USE WHERE CS' IS SPECIFIED) SPLICE LOCATION 4' EXTERIOR 3-TRACK SPLICE Cr15 ANCHOR LOCATIONS (USE WHERE -Cr IS SPECIFIED) SPLICE 4, LOCATION EXTERIOR 3,22" &TRACK SPLICE "D4" ANCHOR LOCATIONS (USE WHERE C5• IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4' EXTERIOR I-1 2-TRACK SPLICE ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) SPLICE LOCATION 4". EXTERIOR I�I 2-TRACK SPLICE v "CS` ANCHOR LOCATIONS (USE WHERE *CS* IS SPECIFIED) MMEB PERTAIN TO THE FIXI OWING SFL.K:ED sTI-ANCHOR I TM.ATK i HeadfSiA 1 Jamb 5 P-hook 7 SPLICE SPLICE LOCATION&" LOCATION 4" e I e It PRODUCT REVISED ---'-' . PIy1 9 with the Plorlda EXTERIOR 3.22" EXTERIOR 4•wilding Code r] 34RACK SPLICE (-i bTRACKSPLICE NDA-Ne. 17-0420.06 I` -C4' ANCHOR LOCATIONS v 'CS' ANCHOR LOCATIONS (USE LAMERE'CT IS SPECIFIED) (USE WHERE "C5' IS SPECIFIED) ERpfmtlon Det• 04114/2021 SPLICE LOCATION EXTERIOR I+- 3.22" 4-TRACK SPLICE "CAL' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET,•St9T4t:AKtLVNjSPIEETIt . 3) TRACK -TO -TRACK • • • • • • DISTANCE IS 2.375" 2.375' • • • .3i5- • • • • FOR ALL HEADS AND SILLS: • • • 4) POCKET WALL OR CAVITY IS NOT PART OF TjFjfrS AWefiOVAL ANpp IS TO BE DESIGNE BY OTHERS AND REVIEWED BY THE AUTHORLIITY HAVING JURISWIC-gON. • • • SPLICE LOCATK)Nk4' EXTERIOR 3.22" 4-TRACK SPLICE ANCHOR LOCATIONS (USE WHERE"CO' IS SPECIFIED) D • • COPYRIGM 0101] PQTINIXI9TRE9. AIL RIOMSRESERVED 1070 TECHNOLOGY DR • • • N. VENICE, FL 34275 • • (841"80-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No. 58705 P T] ISq �I F •'��` Ss� • •NCI \`� ALI,, 0 A LYNN MILLER, P.E. P.ER 55705 VINYL SLIDING GLASS DOOR NOA (LM) 1g 10105/1! ANCHOR LOCATIONS Fa J ROSOWSKI NO CHANGES THIS SHEET, 04105/17 SGD-557011 NTS 16OF21 $i MD-5570.0 Q� A D • • COPYRIGM 0101] PQTINIXI9TRE9. AIL RIOMSRESERVED 1070 TECHNOLOGY DR • • • N. VENICE, FL 34275 • • (841"80-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No. 58705 P T] ISq �I F •'��` Ss� • •NCI \`� ALI,, 0 A LYNN MILLER, P.E. P.ER 55705 VINYL SLIDING GLASS DOOR NOA (LM) 1g 10105/1! ANCHOR LOCATIONS Fa J ROSOWSKI NO CHANGES THIS SHEET, 04105/17 SGD-557011 NTS 16OF21 $i MD-5570.0 Q� A PANEL'S RIGHT STILE TYPE PANEL - TYPES SINGLE INTERLr SINGLE INTERLOCK FIXED STILE LOCKSTILE WMANDLE ASTRAGAL BOX OUT ASTRAGAL BOXIN OUTSIDE 90- ASTRAGAL INSIDE 9(' ASTRAGAL OUTSIDE 135' ASTRAGAL INSIDE 135- ASTRAGAL INTERIORORUU( IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED IN1 INGLE K E F PP K L L TC TA TV TW OUT leacovoM SINGLE INTERLOERLOCK 8 H P A C C SC SA SV SW u,f IN ( w-m AaYM _ STU RR R FV FW S S FC FD _ fwrd+7 NoxM LwKsTfLE WIRAMLE D M"XWO J J w_ STRAGAL ABox our LR U . T LL ASTRAGAL BOX IN N T U W J CT CS CF w ASTRAGAL ASTRAGAL RECEIVER N. AT AS DF RECEIVER RECEIIVER - DtTT "A- ASTRAGALVT VS VF RECFNFR • A ASTRAGAL RECEIVER =WT:rWS WF LEFT RIGHT PANEL PANEL STILE STILF. PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7.8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. i• ••• • • • • • •• CO IGHr0 2017 PGT INDUS WES, INC M L RIGHTS RESERVED • • • • 49• • 107R11ECHNOLO4Y DFi • • N. VENICE, FL•34W5 • � • • � • � (aa41)-480-1�i00• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SCREEN PANEL TYPES CINTE DOUBRLLOCE K ASTRAGAL M LOCKSTILE DOUBLE INTERLOCK JLOCKSTILE O'wv. ASTRAGAL SD SINGLE raf DOUBLE INTERLOCK �,.'L� INTERLOCK A DOUBLE INTERLOCK �'�^^^^�� LOCKSTiLE UC ASTRAGAL _ -p—I.,,�,�.� LCX OSTILE DV IMDOBLEERLOCK Lam`^^ INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) PANEL TYPES NO CHANGES THIS SHEET. PRODUCT REVISED As complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/1412021 Br .� t�1llnnyrA . LGENNN�/� No. 58705 =-a' %0 •'• STATE oP FS'•.'i ORIDP•..'G\�� ],,,01VAL 0 .' J ROSOWSKI cJTC4/0S/17 00 NITS ! 17 OF 21 l MD-5570.0 A A I — MILLER, P.E. P.E.e 5!]05 Fjj- 5.87jfl_j 1005 -�{ 812 Q 2 TRACK HEADMAMB 10.635 540 .1DO .600 .125r"�.5 930 p � 1.0++81 jl��-IL- .082 6 A14LJ���L FRAME SCREW 301 `/COVER (PVC) 8O ANCHOR PLATE 0 TRACK INSERT © 4TRACKSILL r --� 8.250 "j 8.250 LIn 100 ❑ ❑ .100 ❑ 3 dQ���® 1 A O3 3 TRACK HEAD/JAMB 4O 3 TRACK SILL 10.625 5.875 LJ�- �0� 100 ❑ ❑ ❑ 1.813 UO 0 1.681 1W ; �] -1 OS 4 TRACK HEAD/JAMB (Z)2 TRACK SILL 1.570 r- 2.833 110 - 1 TOP, BOTTOM ® AND STILE REINFORCEMENT 1.625 2.368 1.000 1 .949 252 062 1.435�� 231 060 1.613 BOTTOM RAIL 11 SUPPORT OUTER SILL 12 COVER 3 SILLTRACK O COVER 291 50.762 I .121 INTERLOCK CAP, 10 EXTENDED POCKET 5.178 2.060 r- 100- - 080 1 98 17 P-HOOK ADAPTOR 18 P-HOOK 094 .125 .626 .540 .500 .540 •291 3.000 .081 r2� -( I-- 2.607 --,1 2.975 1.406.075I LI-2.141 .062 .062 .062 19 EXTENDED KFIEPER (g KEEPER O BAR GOVERMENT � REINFORCEMENT @ FIXED PANEL CLIP 0 REINFORCEMENTPLATE 1.695 r-- 1.595 r ..8 3.483 .309 .125 2.696 070 .75 4.835 2216768 A00 r 0 300�ff 2.025 31226 2.511� 2.838 .080 2.073 Ogg 4.279 1 .100,,���_. 'Fl INTERIOR JAMB COVER I V-� A82 .120-I1+-,182 2.710 II II --� 1.875 )---- PRODUCT REVISED .120 2.291 .100 �. j •s eemplying wlth the Flores• 8 TOP. BOTTOM i INTERLOCK .300 8 INTERLOCK .400 ®ASTRAGAL EXTENDED POCKET ©1 ADAPTER K ©ASTRAGAL ADD -ON ®3 AND BOTTOM RAIL Noa-No,Code 17.0420.08 ® AND STILE REINFORCEMENT, ®REINFORCEMENT, REINFORCEMENT ®INTERLOCKADAPTER COMPOSITE STANDARD HEAVY-DUTY ENpireNon oat�_04/14/2021 REINFORCEMENT - 3.452 -� y 1.472 .125 3.209 125 2.175 070 .300 W� 135' CORNER 6 135' CORNER ASTRAGAL ®PASSIVE MOUNT 060 3.713 1.170 ®135' CORNER ASTRAGAL CAP, EXTERIOR --1.912 -� .065 1.261 .012 .210 .062 1.261 1. 261 .252 --� 81_ 7/16'B1 �l !"1 SOUAREBE D BEVELEAD BEVELED BEAD OGEAD 046 p-5'00 .229 ®135' CORNER ASTRAGAL CAP, INTERIOR 173 • • r.2logo ® 1-3/18� OGEE BEAD 3.326 1 .090 3.2147 1- Cg)90' CORNER ASTRAGAL ••s • • • )--- 3.345 I 3.345 •919 L .060.065 ��L.nlg NOTES: 1) SEE SHEET FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 90' CORNER ® ASTRAGAL CAP, 90' CORNER ® ASTRAGAL CAP, 3) ALL DIMENSIONS IN INCHES. EXTERIOR INTERIOR • •• 15 1 • I L3 VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05/15 • CCP KINT02017 PGTINM)STRIES,IN1 ALL RIGHTS RESERVED • • • 1070Te(OHNOLOGW DR • • • • • • FL %421R "A1n • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • IIIEXTRUSIONS IEmI J ROSOWSKI I lel NO CHANGES THIS SHEET. RA104/05/171 NTS IjI 18 OF 21 19 C MD-5570.0 By \``111n,,, 11,E �CENSF'�i��'�� . ,k No.58705 Itl S10NAIL A. LYNN MILLER, P.F- P.E.6 EE705 (4) CLIP ANCHOR TYPE AS USED IN INSTALLATION, TABLE A, SHEET 1 _--S(3) #10 X 1.5'SMS 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMB ATTACHMENT'o JAMB TO HEAD PANEL &SUBSTRATE, STILE ° USING 4 INSTALL ONE BLOCK AT HEADER ASSEMBLY INSTALLATION EACH INTERLOCK. BLOCK ANCHORS, SEE AT ASTRAGAL, INSTALL ° TABLE 1 ONE BLOCK THAT i SPANS BOTH PANELS. z3 FIXED PANEL CLIP INSTALL ONE CLIP AT THE MIDSPAN OF EACH FD(ED (-SX(2)1/4PANEL-TO-FRAME JAMB LOCATION. f 2-1/4" SMS ATTACH WITH #8 X 1-1/4" @ 34-1/2" MAX O.C. (2GHSUPPORT, pI � THROUG NTANEL INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 'w INTERIOR \� NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATK)NS• 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. • • 4 OWTINUIDUS AN(PIOR "TE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. • i • • • VINYL SLIDING GLASS DOOR NOA (LM) 10/05/1 PANEL ��! `�• • • p • ... • • i • • �81 ACCESSORIES INSTALLATION �� sI J ROSOWSK ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY,. • • • • • • • • • • IVI I YINULU "Y UK • N. CE, FL•9 2j5 • • i (9/1)-480-1fp0• •IRISGD-5570I1I NTS II 10pF21 Iil MD-5570.0 ai A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• KEEPER TO JAMB ATTACHMENT PRODUCT REVISED as comp) with the FI-Ide e.lmms 1• Hon -No. 17-0420.06 expiration Date 0411412D2i \. II ()NY LYNly PC1.�H.• LICENS <'� � •�.: N�o.558705 ' y�osf* � �NAL ING``. A. LYNN MILLER, P.E. P.E./ 5"05 BOX SCREEN DETAILS: toe toz n� HORIZONTAL SE EXAMPLE VERTICAL SECTION EXAMPLE .875 r+— 1.9193 .875 ---y Imo— I 1.9193 1.020 - I-�— 1.874 L L (S1� BOX SCREEN TOP RAIL .062 tot BOX SCREEN OBOTTOM RAIL — .062 102 BOX SCREEN @SIDE RAIL 1.020 —y ITS 1.593 1373 .6 1.072 L ,055 03 1.8yy33 062 4 1---- .372 L too SCX to, BOX toe SCREEN REEN SCREEN OXO INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER 306 1. �1�I� O50 BOX SCREEN toe ASTRAGAL ADAPTER — .055 1(1.487 ►� BOX SCREEN 707 SILL ADD -ON --1 1.487 �-•a-- • I i- • .06 1.51 • BOX SCREEN HEAD toe AND JAMB ADD -ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 121 to HORIZONTAL SECTION EXAMPLE r- —►j 1-1.081 1.202-1-�--t� .11..7L78 11..7Jy,78 .935 .050 —4— ,050 .045 BEEN tr SCREEN t24 SCREEN OXO WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER L, r .725 1.435 �— .765 782 .040 .062 123 SCREEN VINYL 12� FRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON VERTICAL SECTION • • • EXXA 1�• • • • • NOTES: • • • • • • • • 1)ALL DIMENSIONS IN INCHES. • 4 %AgYL SLIDING GLASS DOOR NOA (LM) 10/05/15 •• s SCREEN DETAILS 14 J ROSOWSKI le 11 :oPVRroNre2ot7 1bGD-!i570jj9 NO CHANGES THIS SHEET. e� 04/05/17 070 Tj4NO DR V N. Z-41GE, FL,64275• NTS W 20 OF 21 1$ MD-5570.0 5i A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED complying with the Florida Building Cads NOA_No. 17-0420.06 expl-tlon oats 04/14/2021 By `t1t1,,, I, ni,� �ONY.LYNN y'% a�.•'• t.10ENgF •. �((� * No.5870S s'/0NAIL III" G \` A. LYNN MILLER. P.E. RE 0 5R705 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . 000 . . M IAM NDADE ® 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.2ov/economy PGT Industnes, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the•Alld•may immediately revoke, modify, or suspend the use of such product or material withirr heir iurisdictji q.• RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade •goe.L y Prodt it �VoAtrol Section that this product or material fails to meet the requirements of the applicable j Vvftg code. . This product is approved as described herein, and has been designed to comply wi aThe Florida Building Code includin& the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series "CA-5540" Outswing PVC Casement Window — L.M.I` • • • • • • • • . . APPROVAL DOCUMENT: Drawing No. MD-5540C.0 titled "Vinyl Casement • ;ndo �NOA (t* * * , sheets 1 through I 1 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared py triartufacturer, sjgned and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product QontrQl Revis:wSt'dfnp with the Notice of Acceptance number and expiration date by the Miami -Dade CounN� Ffoduct ContrcJ. Section. . • 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.11 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY NOA No. 17-0614.16 - . .. Expiration Date: September]7, 2020 jjj 17 Approval Date: September 14, 2017 q/ W Page I . . ...... PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0420.11) 2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets l through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace, 4SQ TPS spacer system, Durasealo spacer system, Super Spacer® NXTTV spacer system Tina XL • • • • • • EdgeTM spacer system at insulated glass, prepared by Fenestratim? Testing J,nbatpry, •, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970,"dated '??P16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idafm1:brtega. P1 :.... (Submitted under previous NOA No. 16-0714.11) • • • • • • .... . ..... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...... .... ..:..' 2) Uniform Static Air Pressure Test, Loading per W TAS72Q2.44 ... • • • 3) Water Resistance Test, per FBC, TAS 202-9;1• •; •: • •, 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94:...:. """ 5) Large Missile Impact Test per FBC, TAS 20; -94• • : •. •.: 6) Cyclic Wind Pressure Loading per FBC, TAS 203 94 • along with marked -up drawings and installation diagram of a series CA5540/CA5440 vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0420.11) 3. 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 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0420.11) 4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued by Fenestration Testing La oratory, Inc. 1 (Submitted under NOA No. 15-0420.11) J Manuel P re P.E. Product Contro Ex finer NOA No. l -0614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. f64+jjAj9. "SentryGlas® (Clear and White) Glass Interlayers" dated 0412541, expir np on 07/04/18. • 3. ...... .... Notice of Acceptance No. 12-1120.02 issued to Royal Window,-wdDpor Profiles, ...... • Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. • • • • 0000* • • • • • 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window'aliil Mor Pw* ll A, • • • • • • Plant 13 for their "Bronze and Lighter Shades of Cap Coatedlfti "d PVC Me*rior Extrusions for Windows and Doors" dated 04/16/15, expiring '-O 16/2Q. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Windowand Door Pi'vMt9,* • • •• • Plant 13 for their "Performance Core Rigid PVC Exterior Extrnsions for Windows • and Doors" dated 04/16/15, expiring on 04/16/20. • • • • •s F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t1 Edition (2014) and with FBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. for their Series "CA-5540" Outswing PVC Casement Window - L.M.1." approved on 25/16 and expiring on 09/17/20. Manuel P.E. Product Cont r 1 Ex iner NOA N 17- 614.16 Expiration Date: September]7, 2020 Approval Date: September 14, 2017 E-2 1— _ MAX. JAMB O.C. SEE TABLES 4-8 4 � . 28' MAX. 0.C� 4' MAX. TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE MAX. BUCK WIDTH SEE TABLES —B, SEE SHEET 3 a � MAX. BUCK WIDTH SEE TABLES 4-8 r 1.25' MAX. raBLEsa� MAX.O.C.SEE D, SEE SHE ET4 1L VIIGHTSIBLE MAX. BUCK l - L HEIGHTSEE 1� HEIGHT TABLES 4.8 - - F T A SEE C / SHEE VISIBLE 1 LIGHT WIDTH 1 - MAX. O.C. SEED TABLES 4-8 1 I I \ / I HEIGHT TABLE I C, SEE SHEET 4 VISIBLE I LIGHT I WIDTH I 1 1.25' MAX. �— O TYP. INTEGRAL FIN & J-CHANNEL FRAME ANCHORAGE BUCK T SEE :S 4-8 IMPACT RATING DESIGN PRESSURE RATING LARGE 8 SMALL MISSILE VARIES PER OPTIONS, SEE IMPACT RESISTANT TABLES 4.8. SHEETS 8-9 FRAME ASSEMBLY TUBE MULL, SEE 81 1/4' MAX SHEETS 5-6 FOR ANCHORAGE DETAILS COMBINED WIDTH / IIA VISIBLE / LIGMT ' HEIGHT I 63' MAX. / E E. SEE FRAME SHEET /� \ ASSEMBLY TUBE LENGTH MAX. JAMB O.C. VISIBLE SEE TABLES LIGHT - ► 4A WIDTH —r 4• MAX (TYP.) 28' MAX. O.C. I} 3• MIN. \L/ADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 TYP. X-X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540IMPACT RESISTANT, VINYL CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). VISIBLE LIGHT FORMULAS_ 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. WIDTH: BUCK WIDTH - 64d/4• 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. HEIGHT: BUCK HEIGHT ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR).--- GENERAL NOTES ........................................-. 1 ELEVATIONS...._...................................................... 1 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD FRAME. GLASS & ANCHOR OPTIONS ................... 2 BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION, FLANGE & EQUAL LEG ................ 3 INSTALLATION, INTEGRAL FIN & J-CRANNEL...... 4 6) MAX. 1/4• SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. FRAME ASSEMBLY TUBE ....................................... " BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. GLAZING DETAILS ................................................... 7 DESIGN PRESSURES .............................................. 8.9 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. BOM 8 ASSEMBLY ................................................... 10-11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/CYCLE TEST PRESSURE, FRAW%V4t*`SIG AW G•%SS PT•'i ASTW EI JM. • • C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. • • • • • • • • • 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE T#.UIREDI;SION PPESS•REWHE"A1115% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT VMTHOTHER 01ISSAIAP MATERIALS @HALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. • • 000 • • • • • • • CODES / STANDARDS USED: 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION •2017 FLORIDA BUILDING CODE (FBC), STH EDITION 10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NON ELCO CRETFFLEX NQA; ELCO AOGRE-GATOR NOA; ENER N ND DOOR ROFI D WHITE •2014 FLORIDA BUILDING CODE (FBC), STH EDITION �i �� Pi • • • •ASTM E730009 BRONZFAIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTJPN ANS 6 A NDS M SIGN M F� • •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION • • • • • • • • • •ALUMINUM DESIGN MANUAL, AOM-2015 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA. INC. :0. • • • • • • • • •AISI S100.12 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL • • • • 1114,411 : • • • • : • •AISC 360-10 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rn � a•N U O oa 0 a,op } ^ s o e C') N N. N Z LLO .a0 wF x$ a g W Uro Oa< Z =N w ¢ O mxa o�v z ¢ z E' J W _ LL O Z p F_ a•�5 F co W 00 W g W ~ Z Z ups N Q O U ¢Elf w } W U Z J W 0 U •P4 ->s•p s yag 11111111111/� _ LYN)v * : No. 58M5 ST TE (V � ONAL A. LYNN MILLER, RE P.FA 58705 Glass Tye Description Table 4 Sheet N 5- 7/8' laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5I16' Laminated; (2) Liles of 11W A Glass with .D90" PVB elterlayer 4 8 6 7/8' Laminated I.G.: 11W T Exterior Cep + 7/16' Air Space + 5/16' Laminated; (2) Utes of 1I8' A Glass with .D9(r PVB Interayer 5 B 7 7/8' Laminated LG.: 3/16" A Exterior Cap + 31T Air Space + 5/16" Lamkated; (2) Ldes of 118" A Glass with .090' PVB Interlayer 6 9 8 718' Laminated I.G.: 3116" T Exterior Cap + 3/M' Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .090' PVB Interlayer 6 9 '9 7/8' Laminated I.G.: 1/B' A Exterior Cap + 7116' AN Space + 5116' Laminated; (2) Utes of 1/8' H Glass with .090' SG Interlayer .7 9 10 7/8' Lamklated I.G.: 1/8' T Exterior Cap + 7/16" Air Space + SMIr Laminated; (2) Lhea of 1/e' H Glass with :090' SG Interlayer 7 9 11 7/8" Laminated I.G,: 3116' A EKtedor Cap + 3/8" AIr Space + &I S' Laminated; (2) Utes of 11W H Glass with .090" SG Interayer 7 9 12 79r Laminated I.G.: 3116' T Exterior Cap + 31B' Air Space + 5116' Lamnated; (2) Utes of 118' H pass with .OW SG Bltertayer 7 9 13 71W Laminated I-G.: 1/8' A Exterior Cap + 5/16' Air Space + 7/16' Laminated; (2) Utes o(3/16' A Glass with .09X SG Interlayer 8 9 14 7/8" Laminated LG.: 1/8' T Exterior Cap + 5M 6' AU Space + 7/16' Laminated; (2) Utes o(3118" A Glass with .09T SG Interlayer 8 9 15 7/8" Laminated I.G.: 3116' A Fxderfor Cap + 114' Air Space + 7116• Laminated; (2) Liles ofWIG* A Glass with .090' SG Interlayer 8 9 16 7/8' Laminated I.G.: 3116" T Exterior Cap + 1W Air Space + T116' Laminated; (2) Liles of 3116" A Glace with .090" SG Interlayer B 9 Group Anchor Substrata Me' Edge Distance min' Embedmenr A AHO SMS (sled. I" B.S. or 4105.5.) P.T. So1dMn Piro (SG-0.55) 7/ 6 6 Steel, A36' 318' 0.050" Steel Stud, A653 Gr. M' 3/8' 0,D451- (18 Go.) AMoiltan, 6063-W 318' 0.050' 3116'sleet Lft x n P.T. Southern Pine (SG=0.55) 7116' 13181 Commie (mkt; 2-55 ksi) 1' 13/t' Lkgaukd CMU, (ASTM G90) 2-112- 1-V4' B 912 SMS (steel. I" S.B. Of 410 S.S.) P.T. Southern Pine (SG-0.55) 9118' 13111" Steel. A38' 31B• 0,050' Steel Stud, AM3 Gr. 33' 31B' 0.0451' its Ga. ) Akmintrll, 5063-TS' 3/6 0,063' 114' stets Ultneen P.Y. Southern Pine (543•0.55) 1' 1-3!e' 1/4'.rear Orete4ex P.T. Souu*m Piro (SG=0.55) I. 1-3!6 1/4' dad A ator Comm ksi T' 1.314' C 114' steel lttracm Ll; A9 LA'W ) 1 114- steel x Oonusts (min. 3.35 ksl) 1' 1310 1/4' steel Ultracm Calcrele (min, 2B5 ksi) 2-1? 1Jlt' D 'W' steel Cml.bx Concrete (min. 3.35 ke0 24/2' ilv Urgrotxed CMU, (ASTM C.90) 2-1!2' I-lf4' 114" steel Aggro-Gator C."..'ete min. 3275 kst 1412' I_UIr Grouted CMU, IASTM CAO 2' 7 VNGROUTEO CD4U' VALUES NAY BE USED FOR GROUTED CMU APPLICATIONS. 'A- � ANNEALED 'H' = HEAT STRENGTHENED -r=TEMPERED 'PVB' • .090' T.ROSIFOLO PV8 BY KURARAY AMERICA INC. SG' _ .OW' SENTRYGLASO INTERLAYER BY KLIRARAY AMERICA, INC. GLASS TYPES 9 THROUGH 1e MAY NOT BE USED WITH JCHANNEL ORINTEORAL • FIN FRAMES. GLASS TYPES 5, 7, 9, 11,13 8 15 MAY NOT BE USED IN • THE. HVHZ ABOVE 30'. SILICONE HO7-Mg70UM At WINUM STRUCTURALI • STRUMRAL SILICONEPOLYISOBVINLENE 1/4'NOU. FOAM- 3N6NOM.�REINFORCEUF NS'NO> j: WITH DESICCANT WITH BIIM a DESICCANT / DESICCANT \ EXT.GLASS EXT. GLASS I FS INT. GLASS �-IITT.GLASS p.IT. GL,l55. U KODISPACE �. SUPER DURASEALS 4SG TPS SPACERL*NXTR' (4SPACER Matetial Min: F. Min. Fa Steel Screw 92 kal 120 ksi 18-8 screw 60 ksl 95 ksi 410 Screw 90 ksi 110 kei Elco Aggre-Gstor® 57 ksi 96 ksi Eko UkraCon® 155 ksi 1T7 kai 47D 55 Ek0 CndeFlex® 127.4 its[ 189.7 kei 8063-TS AL_num 18 kei 22 kai A. Steel 36 ksi 58 kei Gr. 33 Steel Stud 33 ksi 45 ksf Group Anchor Substrate Min. Edge Min. Distance Embedmene 2.1/2' Rigehank Roofrg Nag P.T. Southern Pine (SG-.55) NO* 2.7116' P.T. Southern Pins (SG=.55) 1/2' 1.318' 01D Trusshead SMS Apkn4sltn 6�T5.• 3W 0.050, rated, S,SS.S. or 410 Steel Stud, Gr. 33' 3/9' O,tM51' (18 GO.) S..1 F Steel, AW 3/8' 0.050, P.T. Southern Pile. (SG=.55) 9/1e' t31S' Al2 SMS Alurplmxn 6063-TW 31W 0.083' (steel, 188 S.S. St eA Stud, Gr. 33' 31W 0.050' tX 410 S.S.) Sled, A3fi 0/8' 0.050' WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW- Group Anchor Substrate Min. Edge Min. Distance Embedmene 2.1/2' Rigehank Roofrg Nag P.T. Southern Pine (SG-.55) NO* 2.7116' P.T. Southern Pins (SG=.55) 1/2' 1.318' 01D Trusshead SMS Apkn4sltn 6�T5.• 3W 0.050, rated, S,SS.S. or 410 Steel Stud, Gr. 33' 3/9' O,tM51' (18 GO.) S..1 F Steel, AW 3/8' 0.050, P.T. Southern Pile. (SG=.55) 9/1e' t31S' Al2 SMS Alurplmxn 6063-TW 31W 0.083' (steel, 188 S.S. St eA Stud, Gr. 33' 31W 0.050' tX 410 S.S.) Sled, A3fi 0/8' 0.050' WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW- WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW- FLANGE t 2 BOX OR EQUAL LEG JCHANNEL I INTEGRAL FIN P artfl Description Material 100 KDmmeding 4SG TPS Spacer System 101 Quanex Super Spacer O T with Hot Men Butyl See this 102 Quanex Durasetal Spacer Sheet br 103 _Carl-- XL Edge Spacer Materials REFi PO*INT. UNT FAI AREA eUT� 5ne'NOM. SILICONE SEAL ROLL FORSTAINLESS S1DDEXT. GLA0> GLASS XL EDGE"' E roa SPACER 1,7 NOM.GLASS BITE TYP. fat(`DFIC'r REVISED olyine with the rhiridn R'q!'hng 0,& A-ptsace N. 1 %-Obj4. ' • . .. I `�`��NY LYJyy TYP. GLAZING DETAIL00 • _ p • • • 1-a Il V1'L CASEMENT WINDOW NOA (LM) 8 9/9/14 = * � ' • • •• _4. • • • • • • e i CWSS/ANCHORS/FRAME OPTIONS A k J ROSOWSKI CERT. OF AIiTH. e292% i��ss •!2 pMOA•••:,�,���� COPYRIG $10 11JJ0 TECHFi{QLO�)f pRfVE 06/16167� JR - ANCHORS RE -GROUPED. �r TONAL n�r�\`` Pcre4Dlls 1. 14• VENICL, FL342r5 ALL RIGHTS R E( IED �41 �80-' 6('�1 • r �A-55�019 NTS < 2 OF 11 > MD-5540C.0 r B A. LYNN MILLER, P.E. P.E.s 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • Is • •• •• ••• 0 0 0 000 0 0 REFi PO*INT. UNT FAI AREA eUT� 5ne'NOM. SILICONE SEAL ROLL FORSTAINLESS S1DDEXT. GLA0> GLASS XL EDGE"' E roa SPACER 1,7 NOM.GLASS BITE TYP. fat(`DFIC'r REVISED olyine with the rhiridn R'q!'hng 0,& A-ptsace N. 1 %-Obj4. ' • . .. I `�`��NY LYJyy TYP. GLAZING DETAIL00 • _ p • • • 1-a Il V1'L CASEMENT WINDOW NOA (LM) 8 9/9/14 = * � ' • • •• _4. • • • • • • e i CWSS/ANCHORS/FRAME OPTIONS A k J ROSOWSKI CERT. OF AIiTH. e292% i��ss •!2 pMOA•••:,�,���� COPYRIG $10 11JJ0 TECHFi{QLO�)f pRfVE 06/16167� JR - ANCHORS RE -GROUPED. �r TONAL n�r�\`` Pcre4Dlls 1. 14• VENICL, FL342r5 ALL RIGHTS R E( IED �41 �80-' 6('�1 • r �A-55�019 NTS < 2 OF 11 > MD-5540C.0 r B A. LYNN MILLER, P.E. P.E.s 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • Is • •• •• ••• 0 0 0 000 0 0 ANCHORED THROUGH FRAME INTO 2X WOOD — FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN I ��5 ' I� cc / 0 SEE SHEETS 10 d 11 FOR —� HARDWARE 11 L HD REINF. n O BUCK VISIBJK HEIGHT LIG HEI 22 11�HD REINEXTEERIIOR SEE SHEET10d11FOHARDWAREOUAL-LEGSOFRAME SHOW 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. -- . 1 EDGE DISTANCE yI EMBEDMENT .J� -1/4" MAX. SHIM TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. C i SEE SHEETS 10 d 11 FOR HARDWARE (j(} C }- Zl STD. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 114" MAX. SHIM SEE SHEETS 10 d 11 EMBEDMENT - FORHARDWARE U EDGE 1 DISTANCE TYP. ANCHOR TYPE, - EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (LOCK JAMB) INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 114" MAX. SHIM EMBEDMENT 4 )r IL =�n(� EDGE DISTANCE " - I ❑ IJ u U�o ❑ I \Y�� / `� TYP. ANCHOR TYPE. } EMBEDMENT AND I� EDGE DISTANCE PER --- — - - SUBSTRATE.SEE / �� 1 . • TABLE 2, SHEET 2. FLANGE15) \ 11 VISIBLE LIGHT WIDTH -I 63 62 EXTERIOR (HINGE JAMB) FRAME SHOWN HD REINF. EQUAL - LEG/BOX BUCK WIDTH `i FRAME NOTES: SHOWN 1)USEONLY HORIZONTAL_ SECTION A -A ]�D SUBSTRATE -APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, ANCHORS LISTED ON TABLE 2, HINGE d REINFORCEMENT SHEET 2, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL. SEE_ SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. BE USED ON ANY SIDE OF THE 1/4' MAX. WINDOW. SHIM ' -� % 2) MASONRY ANCHORS MAY BE USED -"� 1/4" MAX. SHIM INTO WOOD AS PER TABLE 2, SHEET �� - I STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN a HINGE d REINFORCEMENT, 1.1YP THICK ARE TO BE CONSIDERED 87/ (ALL SIDES) IX INSTALLATIONS. 1X WOOD BUCKS SEE SHEETS 10 d 11 ARE OPTIONAL IF UNIT IS INSTALLED e/ FOR HARDWARE DIRECTLY TO SUBSTRATE. WOOD Q 0 BUCKS DEPICTED AS 2X ARE 1-1R" TYP. ANCHOR THICK OR GREATER 1X AND ZX ❑ TYPE, EMBEDMENT /X ❑ BKS (WHEN USED) SHALL BE AND EDGE DESIUCGNED AND SECURED TO FLANGE EOUAL PRODUCT REVISED DISTANCE PER FRAME I] LEG/BOX EXTERIOR PROPERLY TRANSFER LOADS TO SUBSTRATES., SEE N.e- ^MIYm! vnth the PIMda THE STRUCTURE WOOD BUCK SHOWN FRAME jL dms Code / DESIGN AND INSTALLATION IS THE TA(HINGE JAMB AND SHOWNv TYP. ANCHOR TYPE, EMBEDMENT RESPONSIBILITY OFTHE ENGINEER SHOWN) SUBSTRATE, SEE TABLE 2, SHEET 2. AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. B>' EXTERIOR -114"MAX. SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION Nalomi _v.ea'm n (ALSO REFERRED TO AS DAYLIGHT OPTION fl OPTION OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH —j- BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL `�NpN.. LYNN,y + ... II( • . EMBEDMENT INSTALLATION �( - EDGE DISTANCE OPTION 2 VERTICAL SECTION B-B ANCHORED THROUGH SHOWN WITH HEAVY-DUTY SASH, FRAME DIRECTLY INTO HINGE d REINFORCEMENT CONCRETE/CMU. • • • • • • = MYL CASEMENT WINDOW NOA (LM) 0 919/14 k ; No. 58705 * _ VISIBLE LIGHT FORMULAS "FLANGE & EQUAL-LEGBOX FRAMES om J ROSOWSKI '• �Q�'•, ST TE F WIDTH: BUCK WIDTH -63/4' HEIGHT: BUCK HEIGHT -6-3A1' • O) • v • • iCC ''•FtORIDA,.•' ' ig19 • CERT.EFAUT14A�298 NAL..... • COPYRI:HT&2017 1070 TECHYOLOGY DRI\ : 05/65/17 - JR - NO CHANGES THIS SHEET. // I / t t 111111 `7 PGT INDUSjRIEj, INC. ALL RIGHTS RBSERVED 7 • • ,V7 941 }48 1 3 • 5 • a CAy 40 - ' NTS < 3 OF 11 ; o � z MD-5540C.0 > z z B A LVNN MILLER, PE. P.E.0 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN SEE SHEETS 10 & 11 FOR —� HARDWARE 11 HD REINF. BUCK VISIBLE HEIGHT LIGHT HEIGHT 72 11 HD REINF. EXTERIOR SEE SHEETS 10 & 11 FOR - HARDWARE INTEGRALFIN FRAME SHOWN 1/4' MAX. SHIM I_ EMBEDMENT EDGE DISTANCE —+-{ TYP. ANCHOR EDGE DISTANCE TYPE, EMBEDMENT AND EDGEDISTANCE PER SUBSTl TABLE E RATESEE I \1\ 1/4' MAX. SHIM ANT_ TYP. AN1CHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) Ji— STANDARD SASH RAIL HINGE & REINFORCEMENT (ALL SIDES) _SEE SHEETS 10 & 11 FOR HARDWARE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO ZX EMBEDMENT WOOD FRAME OR \ BUCKSTRIP. SEE NOTE 2. THIS SHET. VERTICAL SECTION D-D SHOWN WITH HEAVY-DUTY SASH. HINGE & REINFORCEMENT INSTALLATION OPTION 6 ANCHORED THROUGHFRAMEINTO I� 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. _SEE SHEETS 10 & 11 FOR HARDWARE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. 114' MAX. SHIM SEE NOTE 2, THIS SHEET. �_ Imo- EDGE DISTANCE J-CHANNEL �15) `% VISIBLE LIGHT WIDTH FRAME HO REINF. NOTES: SHOWN 3 uu INTEGRAL FIN FRAME SHOWN EXTERIOR BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 b SHOWN WITH HEAVY-DUTY SASH, 3, SHEET 2. FOLLOW EMBEDMENT HINGE &REINFORCEMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZON THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS 1/4' MAX. SHIM THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF--� UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS ❑ DEPICTED AS 2X ARE 1.12' THICK OR GREATER I AND 2X BUCKS TYP. ANCHOR (WHEN USED) SHALL BE DESIGNED TYPE, EMBEDMENT AND SECURED TO PROPERLY �— AND EDGE TRANSFESTRUCTURE. . ADS WOOD BL- DISTANCE PER _ STRUCTURE. WOOD BUCK DESIGN SUBSTRATE, SEE AND INSTALLATION IS THE TABLES 2 & 3. RESPONSIBILITY OF THE SHEET 2. ENGINEER OR ARCHITECT OF YINTEGRALI�RECORD. ) 7 EXTERIOR 3) VISIBLE LIGHT WIDTH OR �1/4'MAX. SHIM HEIGHT (ALSO REFERRED TO AS INSTALLATION DAYLIGHT OPENING) IS MEASURED OPTION 7 j FROM BEADING TO BEADING • • • • • • AiIcHOIWDTH%puGH • • • • • NE INTO NrcTA• EDGE • • • Ii•RA• • • • • DISTANCE VISIBLE LIGHT FORMULAS - FIN ANWOR FLANGE MAYBE REMOVED IN -FIELD INSTALLATION OPTION 8 ANOHORE TTHROUGH FRAME INTO METAL 114' MAX. SHIM • f-vy�-� I=I UiIJYL CASEMENT WINDOW NOA (LM) 1`al9/9114 DTH:BUCK WIDTH - B-3/4'• • HEIGHT: BUCK HEIGHT • 63/4' lRl J-CHANNEL & INTEGRAL FIN FRAMES ; b J ROSOWSKI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER • • •LN�. CERT. OF AUTO ."29B rc • • • SUBSTRATE. SEE TABLE 3, SHEET 2. • • (SCREW SHOWN) COPYRI 114 zo170 H OL Y DRIV 05/45/17 - JR - NO CHANGES THIS SHEET. PGTINDUS RI ,INCENICE,fL 34E75ALL RIGHTS F RveD}4&,1&00 • • m CAV- 40 ° NTS r 4 OF 11 i MD-5540C.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMBEDMENT I TYP. ANCHOR TYPE. _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. PRODUCTRF.VISPp >h -.031 y -ilb If. FImi w Ruild*Cate . _, ,. No. 58705 .P - •1 -v = �, CCIS •'• FLORIDp....•G�?� NAL rrr IIIII II\\\ A LYNN MILLER, P.E. P E.* 58705 ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL 5540 SERIES / \ \ CASEMENT \ WINDOW \ MAXIMUM DESIGN -- PRESSURE WHEN I I USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: I +/- 70.0 PSF i B) COMBINED COMPONENTS: 8' MAX., SEE NOTE 3, THIS SHEET I' MAX ADDITIONAL MULLION ANCHOR 4- MAX.—�I�...: SEE NOTE 3, THIS SHEET i J r 63' MAX. I 81-114'MAX. -- WINDOW ANCHOR C) HORIZONTAL SECTION E-E: �- SHALLOW, FLUSH CAP 5540 SERIES 5540 SERIES CASEMENT— - CASEMENT WINDOW • o WINDOW FRAME ASSEMBLY TUBEIdULL J/j MIN. # 10 X 3/4-SMS 0 17- / MAX O.C. THROUGH DEEP. FLUSH CAP— EXTERIOR INSTALLATION HOLES, SEE SEE SHEET 6 FOR FRAME WINDOWS APPROVAL FOR ANCHOR INFO. ASSEMBLY TUBEMULLION - DETAILS ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63' MAX. FOR FIXED CASEMENT A) INDIVIDUAL A, 4(' MAX FOR CASEMENT B) COMBINED . 5540 SERIES COMPONENTS: A= 60' MAXFOR AWNINGI COMPONENTS: AWNING-- __ -- I WINDOW \ �""--- A --y FRAME /V \ ASSEMBLY TUBE/MULL F -% \ Ff \ 5SERIES CA 127 1/4' MAX \ CASEMENT WINDOW 84'MAX FRAME ASSEMBLY TUBEIMUUL 5CA SERIES CA FIXED CASEMENT WINDOW* THIS SHEET 'UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES ALSO SEE NEXT SHEET' VERTICAL SECTION Ff j _WINDOW ANCHOR 4' MAX. MIN, #10X3l4'SMSQ 1T MAX O.C. THROUGH 4, MAX INSTALLATION HOLES, - SEE WINDOWS . APPROVALFOR I ANCHOR INFO. t 27-1 /4' MAX. ADDITIONAL MULLION ANCHOR SEE NOTE 3, r THIS SHEET VERTICAL SECTION G-G EXTERIOR MIN. # 10 X 3/4- SMS a 17- MAX O.C. THROUGH INSTALLATION HOLES, SEE - WINDOWS APPROVAL FOR ANCHOR INFO. 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, OUANTTTY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540-SERIES CASEMENT. FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBEIMULL. IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE W NDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY. 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEGBOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS. WITH MIN. #10 X 3/4- SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO 17- MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCE WD/3' 0 "GT♦ ORIBE USWD IN IEE OR CRC! CONFIGURATIONS, TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-114' IN WIDTH OR HEIQiT, FROM W.DON:OCK � Y*D� B0 K.NCLUDING THE FRAME ASSEMBLY NBE/MULL WIDTH. 6) SHEET 5 R 6 REFER TO UNCLIPPED MULLION • ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE • • •"-WINYL CASEMENT WINDOW NOA(LM) E 9/9/14 TUBE MULLION UNDER SEPARATE APPROVAL. • • • • FRAME ASSEMBLY TUBE DETAILS A lomd J ROSOWSKI I .00 • : CERI�OF Al1•ll�. Q92B8 • ¢ • 0 • COP o zotS 1070 T>RCNNOL GY DRIYE 05%15/17 - JR - NO CHANGES THIS SHEET. PGTINDI�I TR S,INt= N."C�y FL:rj75• • _ ALL RIGHTS VSERVEp (941)-4*80600 • ♦ • C$ 3540 �, NTS 5 OF 11 o z MD-5540C.0 • • • • • • • • • • • •• •• • • • •• •• 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW (HEAD) M40 SERIES CASEMENT WINDOW (SILL) SHALLOW FLUSH CAP FRAME ASSEMBLY TUBEMIULL 5540 SERIES FIXED CASEMENT -'AXX" REVISED ...ptyirlg with the M—dn Ru"me Cock nnertmrm N. 17- CYo14z EtgiRticn Dete�. %%i tI11t",,, rt/t \\. �O�SY LYNN "I �. Or Ns •, �j 'i * No. 58705 .0 . STAT F (v�� I 10NAL EN ` //��ttr llltll\\` A. LYNN MILLER P.E.P.E.# 56705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES WINDOW ANCHOR SEE NOTE2. SHEETS END CAP TO SPAN BOTH WINDOWS. RFA1 WITH INSTALL 7 ADDITIONAL GROUP F ANCHORS THROUGH THE END CAP. NOTES FOR FRAME ASSEMBLY TUBE END CAP: � FRAME ASSEMBLY TU13EIMULL FRONT VIEW 1) APPLIES TO FIN OR J-CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET S. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14'. 1.250^ - 100 3.250 `-0 FRAME ASSEMBLY TUBE. ALUM 6005-T5 EXTERIOR SIDE VIEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. 1-1/4' -+•i 81.114' MAX. 81-1/4- MAX. \ \ y\ �\ 1 63'� MAX -_I - M CASE. .GSE. GSE_, / EASE. A �- - -� 81-1/4'MAX. 127-1/4' r GSE 2 OR MORE WINDOWS WITH VERTICAL MAX L nT FRAME ASSEMBLY TUBE/MULL-; (4 WINDOWS MAX) T -. ' I �C1l5E�o 127-1/4' 1-114' I+— - 127.1/4' MAX G MAX. 255-314- f 1 121114- MAX �\ 63' > MAX. MAX. GSE FIXED GSEMENT• / CASE. -'GSE' _L I ♦• 127-lM" MAX. Itth' 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH 255-3/4' MAX. —^ HORIZONTAL FRAME 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) A- 63' MAX. FOR FIXED CASEMENT �- A= 40• MAX. FOR CASEMENT A= 60' MAX. FOR AWNING r /.�A �y FI%ED P GSE. 1 71/4' L ` m-va• \ MAX / 255-3/4' MAX "> 127-1l4' I/ / CASE MAX PR:1DucT REVISED R eartpi WiQI l?le Fl:a M2 \711•vIS Rul Code 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH 1.874" �I + .221' -�I F� REMOVE FOR HORIZONTAL FRAME 1.874' �I T APPIICAT10N5 ASSEMBLYTUBE/MULL. .375' .527' rVARIOU�D SIZES. TYPES 060' 1.441'.060'•UNDER SEPARATE APPROVAL 91 SHALLOW. FLUSH i1DEEP,FLUSH +_1,,/-FIN • • • : • • • : • ' PVC CAP' PVC-__{.664• • • • • � �f1NYL CASEMENT WINDOW NOA (LM) 0 9/9/14 EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR FRAME ASSEMBLY TUBE • • • • • 8• 93 END CAP, PVC rTFRAME ASSEMBLY TUBE DETAILS B * m J ROSOWSKI id • CERT.•F AUlHNNN9296 1070 T H OL Y DRIcoPYN. UENICEeFL 34Q75 • • PGTINDUALL RIGHTf941}•46'0•1600 • • ;10545/17 - JR - NO CHANGES THIS SHEET. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NTS l 6 OF 11 1f €I MD-5540C.0 `W`tllli"1//" Q�•••. •'•LICENSE'•. �(3�� No. 58705 ,�0� . 57 TE OF A LYNN MILLER P.E. P.EJI 58705 A -+{ 718' NOM. i 5/16' A/A PVB f 7/16' AIR SPACE 1/8"AGLASS � EXTEROR • a-- 100.103 i GLASS TYPE 5 -1 71W NOM. [ - 5116" HM SG 7/16" AIR SPACE- 1 /8' A GLASS a EXTERIOR GLASS TYPE 9 -+{ 7/8' NOM. r r 7/16" A(A SG 5/16" AIR SPACE 1/8"AGLASS—\ \\ (� EXTERIOR • i 100-103 GLAZINGNOTES: GLASS TYPE 13 'A = ANNEALED 'H"" HEAT STRENGTHENED T =TEMPERED 'PVB' = .09(r TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG" = .090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) 5EE TYPICAL OLAZING DETAIL ON SHEET 2. 5/16" A/A F 7/16' AIR 1/8' T a -+{ 7Ar NOM. GLASS TYPE 6 -1 7/6' NOM. �- 5116" HM SG 7/16" AIR SPACE 1/8" T GLASS— aEXTERIOR 100.103-- - _. • -►{ 7/8' NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16' A GLASS EXTERIOR GLASS TYPE 7 I'll" B NOM. 5116' HM SG 3/8" AIR SPACE 3/16" A GLASS <,jEXTERIOR I_[7\1 11 l GLASS TYPE 11 -�{ 7/8' NOM. r 1 7/8' NOM. If 7/16- A/A SG -- - 7/16" A/A SG 5/16' AIR SPACE 1/4" AIR SPACE---\ \TF 1/8" T GLASS 3/16" A GLASS G] EXTERIOR a EXTERIOR 700.103 700.103 •• ••• • • ' ' • GLASS TYPE 14 ' •�LS45S.�1'P� 15 •• ••• •• • • • •• GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH R INTEGRAL GLASS TYPES 5, 7.9, 11, 13 ' 84`MAC �T_ BE USED44 • • • • • • • • FIN FRAMES ••THE HVHZ*ABOVE 301.• • • •• • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16" A/A PVB ---- 3/8' AIR SPACE - 3/16" T GLASS- a EXTERIOR ►{ 7/8" NOM. I— GLASS TYPE 8 I ! S/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS l� EXTERIOR GLASS TYPE 12 +-� 718' NOM. If 7/16" AJA SG 1/4" AIR SPACE 3/16" T GLASS GJEXTERIOR \ • GLASS TYPE 16 m 05/15/17 - JR - NO o- CHANGES THIS SHEET. 03 > 01 U) 0 ..tl p p OJ� 0 _I O Si Z ILA Cps tl W= L) UppO W F Z Q � r Z p W z 0 0 z J H w F 2 w w p s o y U Z v Ir J z c� � a0 cams \\\%\\1,,,,,,,, 11 4�ONY LYNN P�...• VICENSF �., (�� i * : No. 58705 p0�'•. SYn 7 RIO TONAL 00" ,""III 1100, A. LYNN MILER, RE P.E.# 58705 TABLE 4'. NOTES,' Window Design Pressure, (+)-pat( dxa uamsek 1) SUCK DIMENSIONS SHOWN. 118' A GP, AIRSPACE, 11W A, PVB, US' A s..n.N lorcr.. 6 .OW Re.40l+e.a TV": 2) FOR SIZES NOT SHOWN, Wkdow Buck WId01(in) ROUND UP TO THE NEXT Dinerrkm M 24 44851 28 ♦651.70 a . 30.683 .JLv.7e 31.052 .A9_m 31.431 HCJ_1n 31.819 .AR/Jn 32217 .w_m 32.625 .esvn 33.043 .cu ,n 33.472 tea.,,,. 33,012 �.,,,, 34.385 .__... 3/.Bi28 .__. 35.306 __. 35.797 __. 36 __. __ AVAILABLE WIDTH OR HEIGHT DIMENSION Window Design Pressure, (+)- pef) 1/6" T GP, AIRSPACE, 118" A, .DW PVB, U8" A Window ./-59.6 -651a6.2 MAX. IAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER MAX. O.C. SPACING IF ANCHORING SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO 8, C OR D A NCHORS APPLIES TO FANCHORS ISEE TABLE 2) (SEETABLE3) 1267" 4• S..n,laseaI 10 Meal 6 MAX. JAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER MAX. O.C. SPACING IF ANCHORING SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET APPLIES TOB,COR DANCHORS APPUESTO FANCHORS (SEE TABLE 2) ISEE TABLE 3) •• 00•2.676 • • • • •• 4' • V1070�COPYART 83201Pr:TINnI1✓kA1� wr ALL RIGHTSIRJ RVEEg T941', GLASS TYPES 5, 7, 9, 11. 13 A 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. PRODUCT REVISED a e—piyb* withthe FWd. B..Idio8 c0dc 1 Ob 14. ►6 A— W.11nee W - — `111111111, NY LYlyH //'. "0EN If No. 0 9/9/14 58705 _ # J ROSOWSKI - G1 = %p�T ••. Tt F� . ��� OR _ jGY DRI05t15/17 - JR - NO CHANGES THIS SHEET. 34275 • •� m • • • el I t n1 C,:W-40 I'^°I I�.I NTS " 8 OF 11 g z° MD-5540C.0 � z° B A. LYNN MAZER. P.E. _• 11I I I I I P E 0 58705 141NYL CASEMENT WINDOW NOA (LM) u DESIGN PRESSURE TABLES A • • • • • • • • • • • • • •• •• • • • •• •• ••• • 000 • • TABLE 6: WmdowDesign Pressure, (+/-psf) IMeW Ocemi.to* 3118' A CAP, ARSPACE, 1/6' A, .090' PVS, I/6' A 6 3H8' T CAP, AIRSPACE, 118' A, .090' PVB, 1/8' A 6.cn, "V, f>eYd fa Omee Type:4Y1y 7 & 8 Wk16ow Buck WIdt110n) DIt-I8na 30.663 1 31.052 31.431 1 31.819 32.217 1 32.625 33.043 33.412 33.912 34.365 1 34.829 35.308 35.797 1 38 71.593 +0S/-70 +651.70 +GN-70 +e&-70 +e9-70 +e9-70 +S9.70 .69.70 +651-70 +e9-70 +651-70 +e51-70 +851-70 +89-70 72 a65/_70 +e5/a0 a661-70 +69-70 +8S!_70 •e9-70 +89.70 +651-70 +851_70 +89.70 +651.70 +651-70 +65/-70 +651-70 73 +69.70 +65'-70 +89-70 -651.70 +851-70 +B51-70 -651-70 +6500 +65/-70 +69.70 +651.70 +851-70 +651-70 +651_70 74 +651.70 +651-TO +89-70 +66470 +61V-70 +89_70 +6 770 +e9.70 +69-70 +e51-70 +051-70 +651-70 +W-70 +e5/-70 _ 75 +6&-70 .89-70 +89-70 +651.70 +89-70 +651-70 +651-70 +69.70 +&51.70 +651-70 +89-70 +89-70 +e5/-70 +651-70 �- re •69_7O +651-70 +OW-70 .851-70 +69-70 +69.70 +651-70 +BSd•70 +69.70 +85'-70 +65/-70 +651-70 +B9-70 +851-70 77 +e9-70 -051.70 +69-70 +69.70 +651-70 +651-70 +89.70 +69-70 +65/-70 +69.70 +651-70 +89-70 +86/-70 +651.70 78 +65/-70 +851-70 a651-70 +651-70 +651-70 +69-70 +651-70 +89-70 +e6N0 +69-70 •651-70 +69-70 +85/-70 +65/•70 79 +89.70 +69-70 IN'+69.70 +89.70 +6&-70 +89-70 +69-70 •69.70 +69-)0 +89.70 +69.70 +69-70 +69.70 60 +65/-70 +BSI-70 +85/•70 +69.70 a651.70 +851-70 +851-70 +89.70 +69.70 +65'-70 +86/_ 70 +89-70 +89-70 .89.70 81 +651.70 +051-70 +69.70 +831.70 +651-70 +6940 +e61-70 +69-70 +05/-70 +851-70 +65/-70 +69-70 .89-70 +051-70 82 +e9-70 .69-70 +85r-70 +69.70 .89.70 +651-70 +89.70 +89-70 +69.70 +89.70 +85/-70 agy_70 +09.70 +69-70 83 +65l-70 +551-70 +SU-70 +65J-70 +851-70 +69.70 +651.70 .651-70 +651.70 .89.70 +e9.70 +651.70 +65/-70 +651-70 84 +69.70 +69.70 +es7.70 +651.70 +69.70 +69-70 +65/-70 +861-70 +89-70 +81Y•70 .69-70 +6-5 70 +851-70 +65/-70 TABLE 7: Window Design Pressure, I+/. p4 Sepn. Hrge 4 ra cisc 9,10,11 lnr A CAP, ARSPACE, I/r H, .M' SG, 118' H 8 tIS T CAP, ARSPACE, 1/B' H, .090' SG, tl6' H 3/1e' A CAP, ARSPACE, 11V H, .090' SG, 1W H 8 3/16' T CAP, AIRSPACE, Ile' H, .09T SG, low H Type' 912 wkxlow Buek wmm (In) Oknembna 24 1 26 1 28 1 30 1 32 1 34.005 1 35.705 1 36.921 36.066 39.729 40 +701-110 +7a-110 .7a-110 +ro-110 .7a-110 +7a-110 +7a•110 +ro-110 +701-110 +ro-110 +ro•J10 +ro-110+7a-110+ro_0*+7a-110 +70/-110 +7a-110 .70F110 +7a-110 +ro-11oas7a-110 EA. +ro-1f0 +ro-110 .ro•110 .7a.1fo +m-110.7a-110 +ro-110 ; -110 +7a-110 +7a-110 +701.110 +70d-110 +ro•110 +7a-110 +7a-110 +ro-110 +7d-110 +701-110 +701-110 +701-110 +701-110 +ro•110 +ro•110 +ro•110 +ro-170 .ro-110 +7a•110 +7d-110 +701-110 +70'-110 •ro•11D +701-110 TABLES: MAX. JAMB O.C. SPACING IF MAX. O.C. SPACING IF ANCHORING ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEETABLE3) 12.67' 4- MAX. JAMBO.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPUES TO B, COR D ANCHORS (SEE TABLE 2) 10.13' 'GLASS TYPES 9 THROUGH GLASS TYPES 5, 7, 9. 11. 13 16 MAY NOT BE USED WITH ' 8 15 MAY NOT BE UBED IN J-CHANNEL OR USED THE HVHZ ABOVE 301. • FIN FRAMES • Window Design Pressure, (+/- psq Baca � a L de to ax /a Tip, Tip, ty 13, 14, 15 8 18 1IB' A CAP, AIRSPACE, 316- A, .090- SG, Y16- A 8 1/8- T CAP, AIRSPACE, 3118- A, .09o' SG, 1'16- A 118' A CAP, AIRSPACE, a 16' A .090' SG, 3.16' A 8 3'18- T CAP, AIRSPACE, a 16' A, .DW" SG, 3/16' A �i7ort W hdw Buck Widlh (in) Dm Sms 34.005 34 414 34.834 35,264 35705 35.157 36 821 37 096 1 37.594 38.085 38.6 39.129 39.672 40 71.41 +70/-110 +701.110 +7DA10 +701-110 +7a-110 +70'-110 +70f.110 +7IN_110 .701-110 +71V-110 .7a-110 +711/-110 +701-110 +7a-110 72 +701-110 +701.110 .7a-110 +701.110 +701-110 +7a-110 +70f-110 a7(Y-110 +7a-110 +701-110 +7a-110 +701-110 +7a-110 73 +701-110 +7(1'.110 .71Y-110 +70f-110 +70I-110 +Ta-110 N0f-110 +70;-110 +70,1-110 .70j-110 .7a-110 +701-110 74 +70f-110 .701-110 +MA10 +701-110 .7a-110 +701-110 .70FA10 +701.110 +70MIO +701-110 +70f-110 75 +70f-110 +701•110 +70110 +701-110 +7a-110 +7a-110 +70f-I 10 +711;-110 +70010 +701110 • • • 76 1 +70/410 +70fmo +7a-110 •7(Y-110 s7a-110 +70E-110 .7a-110 +M.11D .701-110 • • • • i • • $ 77 +70/•110 +701-110 +M.110 +7D1.1 00 +7a-110 +701-110 +7a-I10 +701-110 = T8 ' 19 80 III 82 83 84 +706'-110 +701-110 +70-110 +701-110 1 .7a-110 +701110 +70(.110 - �O.t�S� ING 1�• MAXANCHORING 1B OOUGHTHEFRAME PER SHEETS 3 & 4 • • • • • • +7a-110 •7a-110 .7a-110 +7a-110 +70(-110 +70/-110 +701-110 +70d-110 +7a-110 +70/ 110 +-7a-110 +7a-110 +701.110 +7a.110 +ro-110 +701-110 +70f-110 +70-110 APPL•91T0 \ •lyt D ANCHORS • (SEE!BLE2) • • +701-110 +70/-110 +70/•110 • • 1818R" • • • • • • NOTES: 1) BUCK DIMENSIONS SHOWN. • • 2) FOR SIZES NOT SHOWN, • • ROUND UP TO THE NEXT • • even.. _ • • - ...... DIMENSION. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ac-,phicg with Br PV ida Buddm6 Curie A cep!+eu No %7-�ig Ewrirm4nl Diee.�QQ m 05/15/17 - JR - NO i CHANGES THIS SHEET. p m LU U)Ix 3 .aa 0 0 _ ¢ rn O 77 CD N ` Q' u1 O cg N -1 Z LL m m g .0�0 O xw� �� Ovo F Zoo LU d Q oN 'J410 >� Z m �zrn 3 C) z m m F O a ® iQ � w IoeuS n m z Z Q' CO w CO c11 z z m aQ O U z i� Z W Q V > e1n1 O caD c `�1 \1111 I11 /711 ANY LYNN * NO 58705 pO 57/ffE�OP �. ��CC1S "I ORIDP, -'GNz• �11111 ,11\ A. LYNN MILLER. P.E. P.E1587o5 EXTE C ATTACHED' FRAME JAI ATTACHI TO VEI SIDE RI FRAME V t K I IL:AL 9N OPo4sI H.Ight enue6.n O 12249' 1 2` L1 ,e - 90.001'4I.00R 3 o a4.2u a �e om oao s o•-7s zu• s ecro1•as.aOP s — _ 2.583' � 2.583' o--e,.oar s VENT BOTTOM RAIL @ OR- OUSED ON STD. VENT ONLY .0 7S POSHOWN 82 USED ON HD VENT ONLY —�{ �— .340' —�{ .807" �— ATTACHED TO FRAME JAMB ATTACHED TO � HD VENT RAIL STANDARD VENT RAIL ATTACHED TO FRAME JAMB 82\J 168' I JJJ l o — v .�J J1.166' VENT SIDE RAIL 26 6253 � BO - I o 5 1.527 1.522" Iwo I; FRAME SILL O 15 57 HD VENT O STANDARD VENT EXTERIOR ' 11 REINFORCEMENT 10 REINFORCEMENT l�� ATTACHEDTO --/--I FRAMEJAMBa�— RAME SILL 62 SHOWN ATTACHED TO FRAMEJAMS NOTES: LOCKJAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. 2) INTEGRAL FIN FRAME SHOWN. PART N1. OTHER FRAME TYPES APPLY. VERTICAL L HARDWARE HINGE JAMB • • • • ____• 1070 ar,jT llkTfilkninlR I NA/EMICG, FL &427.% ALL RIGHTS $E!9ERVE:T (941)-✓ , •1600• • 0 EXTERIOR lul HORIZONTAL HARDWARE SECTION SILL •• ••• • • • • • •• • • • • • ♦ � INYL CASEMENT WINDOW NOA (LM) •• • f • BOM & ASSEMBLY A VRODUCT REVISED " e rilmg ", the Fl"0" R�aa� rude �{ .864' .301' 1 L�prtatlm Drte fy .754' Dr M mn l*/�— .035" -��-J OIG GLAZING EXTRUDED BEAD 80 SCREEN FRAME �`��INYILYNN �,� ��?•'V\CEN,gF �����:� 0 9/9/14 y, No. 58705 J ROSOWSKI10 7 - JR - NO CHANGES THIS SHEET. /nNAL E� ` MILLER. Pljl� p 2 MD-554000 p; > B A MI.E. 0 INI NTS lyl 10 OF 11 I I . I I I I LYNN REM 58M5 TAB - 3.500' _ ' - 3.500" 0 TRIPDED CO-EXTRUDEDTRIP J WEATHERSTRIP WEATHERSTRIP WEATHERSTRIP j 1 2.880" 2.880' 1 -dO0 dOL7 85 .075' � .075' 6 f .625• ` T .825' I v e'� `• .219' � .21 IV J 1.375 �• (J J•CHANNEL FRAME FLANGE FRAME (r'-1 20 72 88� 3.500' _ 3.500' CO -EXTRUDED � CO -EXTRUDED WEATHERSTRIP WEATHERSTRIP EXTERIOR 2.880' 2.81i0' d�0� dO , .075^ 075' �-��-lo rum :1 �� o Pj��� MITERED FRAME 6 VENT CORNERS WITH INTERIOR AND .218' -21W EXTERIOR WELDS ('y J/ �:/ 1.375' IL•�1�(4r,X O3 rNTEGRAL FIN FRAME Oa EQUAL IEGrBOX FRAME 80 VENT ASSEMBLY DETAIL 87 SCREEN ASSEMBLY 72 DETAIL PRODUCT REVlSPD NOTES: :01ying with Ihe braid. Reding Code 1) SOME PARTSIOPTIONS NOT SHOWN ON 400eLesnx l4e 1 -�1Q,1Se DRAWING FOR CLARITY. 6 6'P^°dm' Dem 2) J-CHANNEL FRAME SHOWN, PART #1.OTHER FRAME FRAME TYPES, PARTS#2-4.APPLY. 1 ASSEMBLY 3) ITEMS # 7-9. 12-14.16-19, 59, 61. 6671. 73, DETAIL 75-77, 79, 81-63, 88, 89 6 94-99 ARE NOT USED `�1111 AND ARE NOT PART OF y41SAWBOV�. • • • • • • BONY LYgI/I, • • • • • • • • • ��•:• <10EN3F S. 4) ENEROI PVC TO ME LABELED FOR AAMik• • • • • • P : •,F� EXTRUDER CODE. • • • • • • • ; ,k : No. 58705 • • • • • • • : • • • • VINYL CASEMENT WINDOW NOA (Let) 8 9/9/14 _ * BOM 8ASSEMBLY BaJ ROSOWSKI _v ' ` {•E a �0�•. STA O b (C - 'c/ORIDP• • CERT.OtFAUTW.•26296 ' • • • coPyRl(iTQ27 1070 TE H OLOvY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET.�ff 1E • • LGT INbUSIRA INCN- N. ViNIQE,4FL 34Q75 _ _ f,,�,,���e3 • ! ALL RtGHTs ti ,•� 41 8T1-1 Q00 • • CA-5540 NTS 2 11 OF 11 o i MD-5540C.0 o- x° B A. L11 MILLER. P.F yam VED:(§ !� •1900:054000 RE.#59705 # Part# Description Material 820125 JF hsnnel Frame PVC 2 620126 Flanp Frame PVC 3 620127 Integral Fin Frame PVC 4 620128 Equal Leg/Box Fm" PVC 5 820130 Standard Vent Rai PVC 8 820173 HD Vent Rail PVC 10 820164 Standard Vent Ralnbraemem (Full Length) Alan. 600575 11 820161 HD Vent Wlnbroement VI h HD Vent Alum. BOOS-TS 15 STP247 Weatherstrip, 85 +/-1 dlao. Flex PVC 20 7024 Multi -Point look C Stw 21 7011 Multi -Point Lock Flats d Plate C steel 22 Marisa with size Tie Bar C Steel 23 20222 Tie Bar Guide C Slsel 21 7014 MulIP- k Keeps, C steal 25 71024)OWPPFX #10.24 x 9/18' PhL PH Machine Screw SS 28 7B)O4PPTX410 #8 x 3/4• PH. PH Tek SS 27 78X112PSAX #8 x 1-1/Y PH. FH Tek SS 28 20249/50 Dyed Operator (narrow lard < or = to 24'), L/R C Steel 29 20249)pSOX d Operator nen ry xart < or - to 24 UR SS 30 20261/52 Dull Arm rotor (wide lent>24.1 L/R C Steel 31 20251YJ52X Dual Ann rotor tent>24• LIR SS 32 7033 Duel Ann Operator Track SS 33 20241/42 FID Dual Ann Operator. UR C Steel 34 20241)042X HD Dual Arm Operator, UR SS 35 20214 hD O rotor Track S3 36 7031 tor BackingPlate C Steel 37 20253 rotor Cover 38 7030 Operator Gasket White Neoprane 39 Standard Handle C Steel 40 7018 Fuldaq Handle C Steel 41 7019 T4*rdb blurn C Steel 42 78X12PPMSX 0632 x 1IT PH. PH Machine Screw Ss 43 78S34PFAX 08 x 3/4' PH. FH SS 41 TWPSDX #8 x 1' PM. FH Talk SS 45 TMC7032LFURH Stud Bracket, L1R C Sbel 46 7MC7032LHYJRHX Stud Bracket,UR SS 47 20243 HD Stud Bracket, roMrandad C Steel 48 20243X HD Stud Bracket, nonharded SS 49 73337LWRH Egress Hinge, LIR CS" 50 73337LHWRW Egress Hinge, LIR SS 51 73338LFVRH Washable , UR C steel S? 7393BLHY/RHX Washable lain , LIR SS 53 20246M HD Washable HI , UR C Steal 54 20245MX HD Wnhble Hi , UR SS 55 720247/8 HD Washable M Track, UR C Stw 58 720247Xr8X HD Waehebb Hi a Track, UR SS 67 78X74FPAX x 3/4' PH. FH w/#7 Head S9 56 731S77 ratty Slide Pbstic 6o 73348 Snubber CSteel 62 720250 HD Snubber Die-mt 2>ne 63 76X12PPSMSX 08 x 112' PH. PH SS 64 20187 Anchor Hale PVC 72 720135 Lami IG Gazklg Be.d PVC' 74 Backbeddi , GE 77M or Dow 791 Siaeone 78 71816N seal Book B' x 1' x 118' 85 ♦I- 5 alum. EPDM so 87008 Extruded Screen Frame 47040 Screen Cortar K 7CASPM Tensbn Spdrrp 6181SC34 Screen Cloth N84 616W/24 .140' Screen S M.cNnsfHand R.Il d 620160A Frame An— Tube Alum. BOOS-75 620177 Shallow, Flush G Pvc 820178 Deep, Flush Cs PVC ' 'F'""r Ae:w"L"' T .^'°° '� • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • M IAM FDADE -� 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.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consb-uction 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. ESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I. ' APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Windpwv. JJ0A sheets 1 through I i of 11, dated 09/09/14, with revision B dated 06/06/17, prepared 4-T6vufacturer;.signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Gomrol Revision} stamp with the Notice of Acceptance number and expiration date by the Miami -Dade �onnty Product Vontrol Section. •••••• •••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant "" LABELING: Each unit shall bear a permanent label with the manufacturer's n4me'ot.logo,.city,.state, model/series, and following statement: "Miami -Dade County Product Control Appsov a, unlesb16415 Anise noted herein. •. RENEWAL of this NOA shall be considered after a renewal application has been filed and there hh 1 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 NOAH 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 'Yjo�]1'71117 Page l PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile lmpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega; Pei: (Submitted under previous NOA No.16-0629.12) ' 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 see.. 'see2Ws' 2) Uniform Static Air Pressure Test, Loading pgUrsg", TAS 94 3) Water Resistance Test, per FBC, TAS 202-94.... e 4) Large Missile Impact Test per FBC, TAS 20T-94-' '''' 5) Cyclic Wind Pressure Loading per FBC, TASK 94 .-a. 6) Forced Entry Test, per FBC 2411.3.2.1, and T'AS 202-94 "" along with marked -up drawings and installation diagram of a P JUA!id wir}dA prepared by Fenestration Testing Laboratory, Inc., Test Report Rio. F.TL-7829' fl'3ted 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 14-0930.25)'00011 ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51b Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P ez, E Product Control xa liner NOA No. 1 - 614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E - 1 sees.. sees.. sees.. sees. sees. . e. e.• e eeeeee e . eeeeee PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01 /19/ 17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. ...... F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 51 Editioa.(=4) ai% 46C 6i6 Edition (2017), dated August 29, 2017, issued by manufacturer signed and sealed by Anthony Lynn Miller, P.E. • • • • • 2. Statement letter of no financial interest, dated June 9, 2017, issuet*61 manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ...... .... 00 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaj4W,QWascon, P 1 Supervisor, Product Control Section. ' : . (Submitted under NOA No. 14-0930.25) 0.0 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 0v, 2(r1.6, signed by Ishaq Chanda, P.E. ... • (Submitted under previous NOA No.16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel a z, P.E. Product Contr aminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX. O.C. SEE FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD B, SEE i- - I� — I - TABLES 4-13 LITE (CAP) MUST TEMPERED. SHEET 3 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY - - - APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER VISIBLE ANCHOR TYPE. LIGHT WIDTH 4) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. (- 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. IX AND ZX BUCKS (WHEN USED) 1 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR A ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OFSUFFICIENTLENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 4-13 6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. B _ 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE 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. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX NO& ELCO AGGRE-GATOR NOA: ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & VIBLE LIGHT HEIGHT r 6' MAX. D, SEE y SHEET4i —�L MAIK. BUCK HEIGHT, SEE -� TABLES 4-13 r (LONG OR SHORTSIDE) ' A. SEE i C SHEET3 MAX. O.C. SEE TABLES J - 4-9 6- MAX. �— D TYP. EQUAL-LEG/BOX & FLANGE FRAME (90° CORNERS) W MAX 6- MAX. /�YMAX. r MAX, O.C. SEE TABLES VISIBLE LIGHT HEIGHT 4-13 ' IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE VARIES PER GLASS TYPE, SEE IMPACT RESISTANT TABLES 4-13. SHEETS 6-10 MAX. BUCK W107H SEE TABLES 4-9 (SHORT OR LONG SIDE) _ r 1.25' MAX. MAX. O.C. SEE TABLES 4-9 1L I VISIBLE LIGHT WIDTH VISIBLE / LIGHT C.SEE / HEIGHT SHEET4 MAX BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) --1 1.25' MAX. ---� �— TYP, INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) 1,25'MAX. MAX. O.C.: TABLES BRONZEAJGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN MAX. BUCK SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NOS & ALUMINUM DESIGN MANUAL HEIGHT, SEE TABLES 4-9 1 1)^PVB' = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. VISIBLE (LONG OR 'SG'=.09('SENTRYGLAS® INTERLAYER BY KURARAY AMERICA. INC. LIGHT WIDTH SHORT SIDE) 6' MAX. • • • • • ,, ___ .__• • • GENERALNOTES....._..................1 ELEVATIONS.................................1 FRAME,GLASS..ANCHOR VISIBLE LIGHT FORMULAS • • • • • • •' S.C.• • • 0 ��~-�r • • • ••Y— 6'•A1AX 1.25' MAX WIDTH: BUCK WIDTH - 4-3/16' HEIGHT: BUCK HEIGHT - 4-3I78' OPTIONS .............................2 SEE T1(BL�S 4�3 • • SEE • • • • • • INSTALLATION, FLANGE & CODES / STANDARDS USED: • • • • • MAX. BUCK WIDTH SEE TABLES 4-13 • • • • EQUAL LEG. .........................3 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION (SHORT OR LONG SIDE) ---� INSTALLATION, INTEGRAL FIN & JCHANNEL s2014 FLORIDA BUILDING CODE (FBC), STH EDITION TYP. EQUAL-IEGBOX & .............._..........4 GLAZING DETAILS ........................5 •ASTM E7300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •6LAWQ% FRAMEICUR•V�Q • • • DESIGN PRESSURES ...................8-10 •ALUMINUM DESIGN MANUAL, ADM-2015 • OR ANGLED GORNERS) • • • BOM &ASSEMBLY ....................... 11 •AISI S100-12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VISIBLE LIGHT HEIGHT VISIBLE _ LIGHT WIDTH I -_I I— - MAX. O.C. SEE TABLES 4-9 _ MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) MAX. O.C. SEE TABLES 4-9 MAX BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) �►— 1.25- MAX. PRODI1171' RE VISE•O m eaa00m with \In Fwio' 3wWA" Cade A«apmaoe Na�/.�Q�Q�4_� ,'FI'atinn A JR - 06IM17 - UPDATED ANCHORAGE TO F13C 2017. z" tD d Y m 0 �o rn 0 0 a�np 0 C) N o K N V) s Z LL m ^ xe = ou U (Wj o o H Z v w •tl V O Z j W LL O W ® $ 0 ❑ n5 Iaays a _ Z C3 W w 0 Z Z am s O LL X J U LL Q N U W v1 ; w, d 11 xoNv sF M�4�;': N10.58705 ' '0 MST? "YII�ONAL ENG�� /III III " A. LYNN MILLER, P.E. P.E.6 58705 TABLE 3- ANCHr1R5 INCTAI I Fn THRI'11 Ir%W IN7F -Al PW Group Anchor Subdrale Min. Edge Didance Min. Embedment' E 2-V2" k .131' Common Nei P.T. Southem Piro (SG-.55) w. 2.7/18' 2-177 Rin"hank Roofing Nail P.T. Southern Pine (SG-.55) 31W 2-7116' F #10 Tnashead SMS (steel, 1S-0 S.S. or 410 S.S.) P.T. Southern Piro (SG=.55) 1/Y 1.318' Aluminum, 8083-TY 3l8" 0.050' Steel Stud, Gr. 33' 3l8' 0.0451' (18 Ga.) Steel, A36- 3/8- 0.050" #12 SMS (steel, 1" S.S. or 410 S. S.) P.T. Southern Pine (SG-.55) 911E 13/8" Aluminum, 6083.T5' 3/8" 0.0&r Steel Stuck Gr. 33' 3/8' 0.050' 'A' = ANNEALED •H• = HEAT STRENGTHENED 'T' = TEMPERED 'PVB' = .090' TROSIFOL 8 PVB BY KURARAY AMERICA. INC. 'SG" = .090' SENTRYGLAS 8 INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: FLANGE BOX OR EQUAL LEG 0 J-CHANNEL INTEGRAL FIN UALIFIED• COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES S FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13. SHEETS 5-10. LONG �I LONG SHORT — SIDE SIDE 7_ I 0 SN f/1 0 LONG LONG — LONG SIDE SIDE I SIDE —4 0z T —�JI Tr LcNj ftd LL 1 • • • • • • • • • • • • 1070 TECHNOLOGY DRIVE • • N. VENICE, FL 34275 • • • • 4MelAel • • yn. Fr tllOkst • •• (941)-480-1600 • • S e/ • • • • • • • iB Screw 410Scow 90 ksi COPYRIGHT O 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED EkoAWm Glltoi6 57 ksi 'MIN, OF Elco UlueConS 155 ksi 177 ksi VINYL FIXED WINDOW NOA(LMB,SM) 9/9/14 �'D1 • • f0 •eF1aI® 127.1 897 ksi BEVONO • �OB3.T kvNnm Bksi 22 ksi 3 " • • Ay sled • 06 kei se kst a GLASS/ANCHORSIFRAME OPTIONS o m J ROSOWSKI ME');4L • • • •Gr. 33481ee15•d • 4 ksi 45 ksi S�eoIR �• • • • I I PW-5520121 NTS If 20F 11 Joi fl MD-5520.0 W B • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RP.V IStU n< eo Tipny weh th4 FLwkle (L�IdInB C We. AccePta No Inl ```11111nu1rlll77 * : No. 58705 A� 'i�t�`s •'• GRID/!,.•' •���: ",S ONAI E�G`�� //11111110 A. LVNN MILLER P.E. P.E.# 587D5 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH EMBEDMENT EDGE DISTANCE FRAME INTO 2X WOOD FRAME OR SUCKSTRIP SEE NOTE 2. THIS SHEET.- FLANGE EMBEDMENT � EDGE DISTANCE FRAME SHOWN -•--� - EXTERIOR a L1/4' MAX. TYP. ANCHOR TYPE. ?, �a SHIM EMBEDMENT AND TYP. ANCHOR TYPE DISTANCE PER PER EMSEDMENTANO SUBSTRATE, EDGE DISTANCE PER SEE TABLE 2, SHEET 2. \a SUBSTRATE, SEE 5 TABLE 2, SHEET 2. BUCK VISIBLE II HEIGHT LIGHT HEIGHT EQUAL. LEGIBOX FRAME SHOWN NOTES: WS- THICK I.G. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER.IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM I'THICK I.G. BEADING TO BEADING. TYP. ANCHOR TYPE. EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2. SHEET 2. -1/4' MAX. SHIM • EMBEDMENT INSTALLATION OPTION 2 I ' ANCHOREDTHROUGH T EDGE DISTANCE FRAME DIRECTLY ,r,MU.INTO VERTICAL SECTION B-B CONCRETEICMU. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME �.aII DIRECTLY INTO CONCRETE/CMU. F - I 1/4' MAX. iii SHIM 2 • ll -1 _ INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 114 j � Q EDGE - • DISTANCE l' THICK I.G. IE P F TYP. ANCHOR TYEEMBEDMENDEDGE DISTAEPER ^. SUBSTRATE, SEE TABLE 2, SHEET Z. IC�OL._J�� ___ 1 7I8'THICK I.G. FLANGE EXTERIOR VISIBLE LIGHT WIDTH FRAME jj��\_/ EQUAL. SHOWN LEG/BOX BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A -A DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL_ SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. V4' MAX. SHIM / FLANGE FRAME SHOWN 010 011 *12 STEEL "I' MAX. SHIM - SMS(G5XSEE --� - TABLE 2, SHEET 2. EQUAL LEGIBOX FRAME SHOWN PRODUCT REVISE nir-9 with thn.Flmk, a t4c" c & A 170 >a cm o.oe B�l�MUM LIt1 EXTERIOR INSTALLATION " INSTALLATION OPTION 4 OPTION 4 ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL I I I AAA/, ••i i i ``t11111 �a YLY ••• ••• i i ••• 1070 TECHNOLOGY DRIVE �• • • • • • • • • • • • N. VENICE, FL 34275 ` �.•' � 5�t� • • • • • • • • • (941)-480-1600 9 VISIBLE LIGHT FORMULAS CERT. OFAUTH.1R29296 017 COPYRGAIGHPGTINDUSTRIES. INC. ALLLLRRIGHTS RESERVED _ c1 ` WIDTH: BUCK WIDTH -4.3116' �(•• BA HEIGHT:B I -4aH6• ;� VINYL FIXED WINDOW NOA (LM&SM) 9/9114 • : o FLANGE & EQUAL-LEG/BOX FRAMES dm J ROSOWSKI '77 • • : : : • : : : fit • ••• • • • • • • • • • • Iol PW-5520 NTS 3 OF 11 z° MD-5520.0 INI Itl IV I Isl B I A LYNN MILLER, P E, I _ PEAL St4705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 1/4' MAX. SHIM --- 1/4' MAX. SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD I�-- EDGE DISTANCE INTO 2X WOOD FRAME OR BUCKSTRIP INTEGRAL FIN INTO 2X WOOD r EMBEDMENT n FRAME OR BUCKSTRIP. SEE SEE NOTE 2. THIS SHEET. FRAME OR BUCKSTRIP. SEE 1I \IJ) NOTE 2. THIS SHEET. III NOTE 2, THIS SHEET. -- EDGE 11 v /-{� 13 I EDGE DISTANCE DISTANCE r �� lF, J-CHANNEL0IFRAMESHOWN 1 0"`�'Ll 1•THICK LG.EMBEDMENT 1 1/4' MAX. SHIM TYP. ANCHOR TYPE, J EMBEDMENT AND 11I ` EMBEDMENT ANDTYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE, SEE O DISTANCE PER SUBSTRATE, TABLE 2, SHEET 2 INTEOPAL TYP. ANCHOR TYPE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE •- 5 (NAIL SHOWN) FRAME DISTANCE PER SUBSTRATE, J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH SHOWN -�. SEE TABLE 3, SHEET 2. FRAME --T� � 7 (NAIL SHOWN) 7/8' THICK I,G. NOTES: SHOWN wY — BUCK WIDTH \ J 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE E LIMITS. ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. c BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 8 3, SHEET 2. 2) MASONRY ANCHORS MAY BE USED INTO WOOD / AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS VISIBLE THAN 1-1/2• THICK ARE TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4' MAX. SHIM #10 OR #12 STEEL 114' MAX WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK SMS (GS), SEE SHIM OR GREATER. 1X AND 2X BUCKS (WHEN USED) TABLES 2 A 3, ^ SHALL BE DESIGNED TO PROPERLY TRANSFER I SHEET2. �� �J PRODUCT REV15G0 LOADS TO THE STRUCTURE. WOOD BUCK DESIGN n —plymg with the Fhrirh AND INSTALLATION IS THE RESPONSIBILITY OF r,,dd.S Cndc A—pt—No 1 - OR THE ENGINEER OR ARCHITECT OF RECORD. 4 1 EaTint' Date 'm 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS B° xt nducl 1' THICK LMtPA60 T G- MEASURED FROM BEADING TO BEADING. 4� � Q ' - FIN ANDIOR FLANGE MAY BE NO CHANGES THIS SHEET. \ REMOVED IN -FIELD INTEGRAL FIN -- EXTERIOR C�.C- EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT FRAME SHOWN j 3 AND EDGE DISTANCE PER / SUBSTRATE, SEE TABLE 3, SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH LE .SHEET2 FIN, INSTALLATION THROUGH 2. SHEET 2. FRAME 1/4' MAX INTO METAL, SEE TABLE 3, SHEET 2. INTO METAL, SEE TABLE 2. SHEET 2. OMY LYNN ' $HD o� o SHIM • • • • • • • • • • • • 1070 TECHNOLOGY DRIVE � • • • • • • • • • N. VENICE, FL 34275 • • • • • • • • • INSTALLATION EDGE • • • • • • • • • • • (941)-480-1600 ; * : No. 587,05 _ OPTION 5 _ • • • • • • • • - IS • ANCHORED THROUGH _ "— • • • • • • • • • • • • ® COPYRIGHT 0 2017 PGT INDUSTRIES. INC. �•'L * - INTEGRAL FIN INTO 2X ��� CERT. OF AUTH. #29296 ALL RIGHTS RESERVED a WOOD FRAME OR I VISIBLE LIGHT FORMULAS TE F� 'tV BUCKSTRIP. SEE NOTE 2. WIDTH: BUCK WIDTH-4-3116' VINYL FIXED WINDOW NOA(LM&SM) 919/14 a �: THIS SHEET. EMBEDMENT HEIGHT: B•OK H2!?:l 4-3/1C • • • • • • • • k �'SS� •"""' �.jG\�� • • • • • • � J-CHANNEL 8 INTEGRAL FIN FRAMES �a J ROSOWSKI �., ANAL VERTICAL SECTION D-D •• • • • • • • • tlltt111 • • • • • • • • • • • �' o - A. LYNN MILLER, P.E. • • • • • • • • • • • I�il P'rrvazu I�,l i`I I S hI 4 Vf 11 l�`1-u-552u.0 ICI u I I P.E.#58705 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16" AIA PVB — 7/16' AIR SPACE — 1/8" A_ GLASS— EXTERIOR GLASS TYPE 7 7118' A/A PVB — 7/16" AIR SPACE — 1/8" T GLASS— EXTERIOR 1 71- NOM. r I 5/16" A/A PVB — 7/16" AIR SPACE — 1/8" T GLASS- 1�j EXTERIOR GLASS TYPE 8 1' M. 7/16" A/A PVB --- 3/8" AIR SPACE 3/16" A GLASS EXTERIOR - 1718, NOM. I � 5/16" ALA PVB 318" AIR SPACE 3/16" A GLASS aEXTERIOR GLASS TYPE 9 �-+ l" NOM. —►{ 7/16" A/A PVB i 3/8" AIR SPACE 3/16" T GLASS EXTERIOR le 7I8" NOM. 5/16" A/A PVB 4/A" AID CDArC --" • •" �"' • ""` PRODUCT REVISFD 3/16" T GLASS m —rAY'"a "iLN 1° F�% BuiMene OIMe ]EXTERIOR Aceepbace No 4"00 L F"Pnnon Oxe 6 Hy �0-83 M' Uedc PrsMKt CoI GLASS TYPE 10 NO CHANGES THIS SHEET. V NOM, +-{ N 7/16" A/A SG o "aa 3/8"AIR SPACE rnp O o0 3116" A GLASS O w 'N O n EXTERIOR • O -, z LL sp .cK i (8 -80 3 — • 180-03 �/ 80.83 W V • 3 err / c W 'T U GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z -- o z ®� o a" 1` M. 1' NOM. 1^ NOM. z co lz / By Niami Dade Prsduct CarexJ < W Fa - W OU - ' 7/16' A/A SG 7/16" H/H SG 7116" H/H SG EXTERIOR o X o N 3/8" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 1@' NOM.GIASS cWj LL z yNN 3/16" T GLASS 1/6' T GLASS \� 3/16' T GLASS BITE TYP. d EXTERIOR EXTERIOR eD83 J��74 epl ssap sa 6 `(7 — ��IIIIII eo B3 • .... �qNYLYph '. • • • • • • • �a•�• / GLASS TYPE 15 GLASeWPE i1 • •: : : : •: • • GLASS TYPE 17 (78 E�l� !_ ' *P No. 58705 p'' . 'A = ANNEALED �` p�T ST �] F �.•�TE ^H" = HEAT STRENGTHENED T= TEMPERED 'PVB'=.080^7ROSIFOL® GLASS TYPES 14 THROUGH 17 MAY NOT BE U 1NIIFL I F-t J-CHANNELORE RAL• • • • TYP. GLAZING DETAILS — "A` PVB BY KURARAV AMERICA, INC. FIN FRAMES • • • • • • • • "II I I 111111' 'SG"=.M'SENTRYGLAS® • • • • • • • • • • • IN 1 ERLATER 5T KURA kAT AMERICA, INI . • • • i • • • • • ' ` "P.E.N II • • • I I 58705 I� • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Window Design Pressure, (+/- psf) use R+s ISM Ha r y pe 1/8' A Cap - Airspace - 5/16" A/A with PVB Window Long Side (in) Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 18 +/-50 +/-50 +/SO +1-50 +1-50 +/-50 +lSO +/-50 +1.50 +/-50 +ISO +/-50 20 +/410 +1.50 +/SO +/-So +1-50 +ISO +ISO 0-50 +ISO +/-50 +140 +/-60 22 +/SO +ISO ♦ISO +ISO +ISO +/-5O 0-50 +ISO +/-50 +/-50 +ISO +1.50 24 0-50 +ISO +/-50 +ISO +ISO +ISO +ISO +150 +/SO +/S0 +150 +/-60 26 +/SO +ISO +/-50 +/SO +ISO +ISO 41-50 +ISO +/SO +/SO +ISO +1.50 28 +I SO +I.60 +1-50 +I.50 +ISO +IdO +1.30 +1-50 +/S0 +/SO +/-w +150 30 +650 +/Sp ♦/.L0 +130 +/SO +l-SD +1-50 +1L0 +1.50 +/SO +1.50 m 32 41-W +ISO +1-80 1 +ISO 1 +ISO 1 +ISO 1 44-50 W-60 +/-so I+/5O 36 +ILO +/-50 41-50 +150 +/L0 +rLO +ISO 1 +/-60 y 38 +1-50 +ISO +/-60 +ISO *I-OO 40 +/ W +/SO +/SO +/SO +/SO +ISO AA%...C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FLAME PER SHFET53&4 THROUGH THE INTEGRAL FIN PER SHEETO APPLIES TO A, B, COR DANCHORS APPLIESTOEORFANCHORS (SEE TABLE 2) (SEE TABLE 3) ss" a 51.05 +760 42 +/-60 +lSO +ISO +150 +ISO 44 +l-50 +/SO +/SO +ISO 46 +ISO +ISO +1.50 48 +rLo +r-5o TABLE 5: Window Design PFessure, (+/- psf) I>a<mn uNe 1/8" TCap -Airspace -5/16" A/A with PVB n ,a, TYDea W Ind Long Silo Dimensions 60.926 64 88 68 70 74 77 32 +/a0 +/-50 +/-50 +/-50 +ILO +1SO +/-60 34 +/d0 +/-50 +/-80 +/SO +1.50 +/SO +/S0 36 +ILO +I-50 +/SO +/-50 +1-50 4150 +ISO 38 +ILO +ISO +/SO +/-50 +ILO +/v0 +ISO 40 +/L0 +/-50 +/-60 +1-50 0-50 +1-50 +/-50 42 +/SO +/-50 +/-so +/-80 +/•50 +150 +/-50 41 8 +ILO +1.60 +1-50 +ISO +rLO +ISO +1L0 y 46 +ILO +/SO +ILO +/-50 +/LO +ISO +/-80 g 48 N SO +1L0 +ILO +1-60 +ILO +/-SO +ILO 0-50 +1�0 +/L0 a/-90 +/SO scan +/•60 52 +ILO +ISO +/-W +/-50 +1L0 54 +/LO +ISO +/SO +ISO 56 +/LO +/SO +ISO �4 58 +/d0 +/SO 60.926 +/LO +ILO +/-W +ISO +/SO +ILO +/-50 +130 +/-50 +ILO +/SO +ISO +1-47.5 +ILO +ILO +/-49.1 +1-06.1 +ILO +1.50 +148.2 +/-45.1 +1L0 +1L9.8 +1-47.4 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING TIyHQNGHjJ}jtJ&jPE SHEE &4 R UGHTHEINTEGRALFINPERSHEET4 APPLIES TO R,B,;jNrV • sAP1{IESTOEORF ANCHORS ETA It • • • • • (SEE TABLE 3) • • IS• • • • 63.5' REAN RS,4•FORFANCHORS IT-7-iT—A • • • • • •• ••• • ••• • ••• ••• • • • • ••• • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. / LONG uRODUCr REVISrii SIDE � mndY9+F � f•+--- LONG SIDE � I�\•�,A�C� ` � Accedence Ne L d!etllln CkM SHORT � n SIDE � � SHORT I _ ',4:s1:i Dede Gr)Mi8 1� SIDE I� NO CHANGES THIS SHEET. f •+— LONG SIDE SHORT LONG SIDE SIDE L 3 O F �&01 8 Q ; p 0N $ W a1o0 0 N SHORT _ Q SIDE f� p ' a 8LU 0 LL 0 ULU ) Q J w Z LL- .(g a `aCNY LYNH,y�' NOTES: 1) BUCK DIMENSIONS SHOWN. ` � ��,•'• \,10ENgF •, llF � 2) FOR SIZES NOT SHOWN, ROUND UP TO THE fi• ; NO. 58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), � : � .-►/' J � y=�( i7 � (� • � FIND THE SMALLEST SQUARE WINDOW SIZE IN O,� •. ST : ` � F �` THETABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL i�••-�C ORIDP.••'•\�� ii SS COMPLETELY FIT WITHIN. ••....• G`\ !OVAL E?•` //1111111\3 A. LVNN MILLERA. MILLER, P.E� �P.E q 507(15�Is Dmtnslons 40 42 44 to 48 48 to Zs Window Design +150 +I50 +1-50 +/50 +/•SO +/-� +1-60 +1-50 N•50 +/•50 +/-50 +/50 +/50 +1-50 +/50 +150 +/-50 +1-50 +/-50 +/•50 +/-50 +150 +r5o +/5D a -so +r5o +/-50 J-60 +I5o +/•50 N50 +150 +/-60 +Aso +/-50 +l50 +/-50 +/-50 +1.50 +/-50 +1- 0 +150 +/SO +150 +1-50 M50 +l•50 +l•5D +/50 +1-50 +1{A +/50 68 +ISO 80.92a +ISO TABLE 7: W sHoow Dimmslons 60.92E 32 +170 34 +I-70 36 +1-70 36 +/-70 Window Design Pressure, (+l- psf) 1/8" TCaD-Alrsoace - 7/16" A/A with PVB +!•70 +/•ro +1.70 +/•70 +l•70 +/•70 +1.70 +170 +1•ro +rao +lao ,170 +/ao +/ao +/.711 1 N.7n 1 +1.711 1 +1.711 1 +1.70 1 Nan for Gass 1 9 & I a I MAX. O.C. SPACING IF ANCHORING MAX.O.0 SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO A. B, C OR D ANCHORS APPUESTOEOAFANCHORS (SEE TABLE 2) (SEE TABLE 3) 15" 3.5' FOR E ANCHORS, OFOR F ANCHORS +/-ro +/-70 +/•70 +1.70 +/-70 +/-70 +I-ro+1-70 M+/70 +1-ro +1-70+170 +1-70 60.926 +! 70 +1.70 +/-70 MAIL O.0 SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEET53&4 TMOUGH THE INTEGRAL FIN PER SHEET APPUESTOILCORDANCHORS APPLIES TO F ANCHORS S E 7ABIf 2 (SEE TABLE 3) •• • • .. ... .. . .... •• ••• • •e• • ••• • • • • • • • _ • • •f • • •• • • •• ••• • • • • or • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG :•RODUCT REVISED SIDE ss.—Dl7im ssith the FW& F— LONG SIDE L� A"i!dmE Code -F- �, I fl -=- 7M ►7- t4. 32 Expiration ben: ZfYf,D SHORT e7 SIDE \1i Dad.I4uhd y `I SHORT L --I SIDE NO CHANGES THIS SHEET. �— LONG SIDE —� T SHORT LONG SIDE ¢ SIDE L m � y �_ O a 0 o C1 N aJoG O N SHORT —t SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. O Z LL m B •ao U O cWLU i W S2 .0 ON oAa o > v v m Z cR¢i Qco O Lul p Z Q F n g ® O LU laws Z of 3 N H r W N Of Z x EL o 0 LL Z N K U Z > an'1 in W o -asap d sgnS \`1\1\riiU4/1/ P�1, ,�.• LICENSE. •. �(� '� No. 58705 �o�•.. STA q J�:�� � •. TE F ZONAL H NALENG�. ^L; ^� P.E.t 5R705 Window Design Pressure, (+►- ps1) use this tale Im Glass Tym: 12 3/16' A Cap - Airspace - 7116" A/A with PVB Window long Side (in) Dimensions 69.649 71 73 75 78 80 85 66 89 92 96 99 32 +/-70 +1-70 +1.70 +1.70 +/-70 +1-70 +1-TO +/-70 +/-70 +/-TO +1-70 +/-70 34 +/-TO +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +00 +/-70 +1-70 +/-70 36 +1-70 +1.70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 38 +1-70 +1.70 +1.70 +/•70 +/-70 +1-70 +1-70 +/•70 +/-70 +/-70 +/-70 +1.70 40 +/-70 +1.70 +1.70 +1.70 +/-70 +1.70 +1-70 +/-70 +1-70 +1.70 +1-70 +1-70 42 1 +1-70 +1.70 +1.70 1 +f-70 +/-70 +1-70 +/-70 1 +/•70 +1.70 1 +/•70 +1-69.5 +1.66.7 e, 48 +/-70 +/-70 +/-TO +1-70 +1-70 +1-70 +1-70 +/-70 +1.67.8 +/-66.3 +/-61.9 +/-59.7 y 50 +/-70 +/-70 +/-70 44-70 +1-70 +1-70 +lfi9.5 +/-68.6 +1.66.9 H-i3.4 +1-59.9 H 52 +1-70 +1-70 +/-70 +/-70 +/-70 +1.70 +ISl.8 +/-66.9 +1-64.2 +/-81.6 54 +/-70 +/-70 1 +1-70 +/-70 +/-70 +/-70 +1-66.2 +/-65.3 1 N32.5 _ 70 +/•70 +/a9.9 +/L7.9 +1a5.2 6+ +/-70 +/-70 +/.68.3 +/-66,3 66 4f4i9.9 +/$6.9 +/�6.7 MAX. O.C. SPACING IF ANCHORING MOX. O.C. SPACING IF ANORING THROUGH THE FRAME PER SHEETS 364 THROUGH THE INTEGRAL FIN PER SHUT APPLIES TO B, C OR D ANCHORS APPIIESTOFANCHDRS (SEE TABLE 2) ISEE TABLE 3) ss.s• 4• 69.649 +1-67.1 56 +1-70 +1-70 +1-70 +/.70 +l-70 +1d9.2 +1-64.7 57 +/-70 +/•70 +1-70 +/-TO 41-0.8 +/+68.1 +/-64 ISO 41-70 +1-70 +PTO +1.69.7 +/-67 +1.65.3 CH 62 +1-70 TABLE 9: Window Design Pressure, (+1-pef) tB� Gla 3116" T Cap -Airspace - 7116" A/A with PVB toa Typm 13 Window Long Sid* On) Olm•nfions 69.649 71 73 75 78 80 66 86 89 92 96 99 32 +1.70 ♦1.70 +1-70 +f-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 +1-70 +1-70 34 +/-70 +/-70 +1-TO +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1-70 36 +1-70 +1-70 +I-70 +/•70 +/-70 +/-70 +/-70 +l•70 +l-TO +1•70 +1-70 +1.70 38 +I-70 +1-70 +1•70 +/•70 +/-70 +t-70 +1•70 +/-70 +1.70 +1-70 +1-70 +I-70 40 +/-7O +/•70 +/-70 +/-70 +/-70 +/-70 +/•70 +00 +1-70 +1-70 +1-70 +1-70 42 +1-70 +I-70 +/-70 +/-70 +/-TO +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/a0 44 +I-70 +1-70 +/-TO +/-70 +/a0 +/a0 +/-70 +/-70 +/-70 +1-70 +f-70 +1a0 46 +/-70 +1-70 +1-70 +/•70 +1-70 +00 +/-70 +1-70 +1-70 +1-70 +/-70 +IH68.6 48 +1-70 +1•70 +1-70 +1.70 +I.70 +1-70 +1-70 +1-70 +1-70 +1-70 +1H68.8 +1.66.3 y 50 +1.70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/d6.6 y 52 +1•70 +1-70 +h70 +/•70 +I-70 +1-70 +1-70 +/-70 +1.70 +1+58.5 54 +/-7D +/40 +1-70 +1-70 +1-70 +1-70 +1.70 • +1-70 V-690 • • • • 56 +/-70 +1-70 +670 +1-70 +/•70 +/-70 +/-70 +/-70 57 +/-70 +/-70 +/_70 +1-70 +1-70 +/-70 +/-70 • • • • • • • 60 +/-70 +l_TO +f-To1 +lao 1 +/-70 +/-70 A+/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 ;d m CAO +l_T1 MAX.O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHEFRAMEPERSHEETS394 THROUGH THE INTEGRAL FIN PER SHEET APP+IF•STOji,••DANCHOR ••• APPUES TQ F ANWJ, • (SEE ABLE 2) • • • (%ETA6LE3) • • • �.S` • • • • 3? • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f� LONG SIDE -� SHORT SIDE '4" / SHORT SIDE LONG SIDE T__ SHORT O LONG SIDE SIDE SHORT SIDE �- NO-ES: 1) BUCK DIMENSIONS SHOWN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WIND0WS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)A80VE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PR(AXJCT REVISFXF mnpym wGd, ft FIalift Rnlring A°CcuaM «, �,n,,, No I - Ob 14. 0 Cxyir�tiwA Oats Ny hlian Oak-�FrodnctC NO CHANGES THIS SHEET. h LU Y m U) a O O O >- ^ al°0 0 gi o I 9 QJ O m AB 0 z U $ ^4 u U (wj o e LU Z y j °N LU °d OND o > z V) W U. J 0 ®19 O0 IL laa�,s Z 0 W Z LLI K LL X D- O o LL Z N Z W 3 > o a wl1 �ass0 ,auaS t "Y LY/V/ ..IC...... �( * NO. 58705 ST . 'NEF, �'A`I'0NAL tENG ` A. LVP.E.0 58705 r.c. 56 +1-70 +1-70 +1-70 +/.70 +l-70 +1d9.2 +1-64.7 57 +/-70 +/•70 +1-70 +/-TO 41-0.8 +/+68.1 +/-64 ISO 41-70 +1-70 +PTO +1.69.7 +/-67 +1.65.3 CH 62 +1-70 TABLE 9: Window Design Pressure, (+1-pef) tB� Gla 3116" T Cap -Airspace - 7116" A/A with PVB toa Typm 13 Window Long Sid* On) Olm•nfions 69.649 71 73 75 78 80 66 86 89 92 96 99 32 +1.70 ♦1.70 +1-70 +f-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 +1-70 +1-70 34 +/-70 +/-70 +1-TO +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1-70 36 +1-70 +1-70 +I-70 +/•70 +/-70 +/-70 +/-70 +l•70 +l-TO +1•70 +1-70 +1.70 38 +I-70 +1-70 +1•70 +/•70 +/-70 +t-70 +1•70 +/-70 +1.70 +1-70 +1-70 +I-70 40 +/-7O +/•70 +/-70 +/-70 +/-70 +/-70 +/•70 +00 +1-70 +1-70 +1-70 +1-70 42 +1-70 +I-70 +/-70 +/-70 +/-TO +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/a0 44 +I-70 +1-70 +/-TO +/-70 +/a0 +/a0 +/-70 +/-70 +/-70 +1-70 +f-70 +1a0 46 +/-70 +1-70 +1-70 +/•70 +1-70 +00 +/-70 +1-70 +1-70 +1-70 +/-70 +IH68.6 48 +1-70 +1•70 +1-70 +1.70 +I.70 +1-70 +1-70 +1-70 +1-70 +1-70 +1H68.8 +1.66.3 y 50 +1.70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/d6.6 y 52 +1•70 +1-70 +h70 +/•70 +I-70 +1-70 +1-70 +/-70 +1.70 +1+58.5 54 +/-7D +/40 +1-70 +1-70 +1-70 +1-70 +1.70 • +1-70 V-690 • • • • 56 +/-70 +1-70 +670 +1-70 +/•70 +/-70 +/-70 +/-70 57 +/-70 +/-70 +/_70 +1-70 +1-70 +/-70 +/-70 • • • • • • • 60 +/-70 +l_TO +f-To1 +lao 1 +/-70 +/-70 A+/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 ;d m CAO +l_T1 MAX.O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHEFRAMEPERSHEETS394 THROUGH THE INTEGRAL FIN PER SHEET APP+IF•STOji,••DANCHOR ••• APPUES TQ F ANWJ, • (SEE ABLE 2) • • • (%ETA6LE3) • • • �.S` • • • • 3? • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f� LONG SIDE -� SHORT SIDE '4" / SHORT SIDE LONG SIDE T__ SHORT O LONG SIDE SIDE SHORT SIDE �- NO-ES: 1) BUCK DIMENSIONS SHOWN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WIND0WS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)A80VE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PR(AXJCT REVISFXF mnpym wGd, ft FIalift Rnlring A°CcuaM «, �,n,,, No I - Ob 14. 0 Cxyir�tiwA Oats Ny hlian Oak-�FrodnctC NO CHANGES THIS SHEET. h LU Y m U) a O O O >- ^ al°0 0 gi o I 9 QJ O m AB 0 z U $ ^4 u U (wj o e LU Z y j °N LU °d OND o > z V) W U. J 0 ®19 O0 IL laa�,s Z 0 W Z LLI K LL X D- O o LL Z N Z W 3 > o a wl1 �ass0 ,auaS t "Y LY/V/ ..IC...... �( * NO. 58705 ST . 'NEF, �'A`I'0NAL tENG ` A. LVP.E.0 58705 r.c. TABLE 9: Window Design Pressure, (+1-pef) tB� Gla 3116" T Cap -Airspace - 7116" A/A with PVB toa Typm 13 Window Long Sid* On) Olm•nfions 69.649 71 73 75 78 80 66 86 89 92 96 99 32 +1.70 ♦1.70 +1-70 +f-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 +1-70 +1-70 34 +/-70 +/-70 +1-TO +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1-70 36 +1-70 +1-70 +I-70 +/•70 +/-70 +/-70 +/-70 +l•70 +l-TO +1•70 +1-70 +1.70 38 +I-70 +1-70 +1•70 +/•70 +/-70 +t-70 +1•70 +/-70 +1.70 +1-70 +1-70 +I-70 40 +/-7O +/•70 +/-70 +/-70 +/-70 +/-70 +/•70 +00 +1-70 +1-70 +1-70 +1-70 42 +1-70 +I-70 +/-70 +/-70 +/-TO +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/a0 44 +I-70 +1-70 +/-TO +/-70 +/a0 +/a0 +/-70 +/-70 +/-70 +1-70 +f-70 +1a0 46 +/-70 +1-70 +1-70 +/•70 +1-70 +00 +/-70 +1-70 +1-70 +1-70 +/-70 +IH68.6 48 +1-70 +1•70 +1-70 +1.70 +I.70 +1-70 +1-70 +1-70 +1-70 +1-70 +1H68.8 +1.66.3 y 50 +1.70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/d6.6 y 52 +1•70 +1-70 +h70 +/•70 +I-70 +1-70 +1-70 +/-70 +1.70 +1+58.5 54 +/-7D +/40 +1-70 +1-70 +1-70 +1-70 +1.70 • +1-70 V-690 • • • • 56 +/-70 +1-70 +670 +1-70 +/•70 +/-70 +/-70 +/-70 57 +/-70 +/-70 +/_70 +1-70 +1-70 +/-70 +/-70 • • • • • • • 60 +/-70 +l_TO +f-To1 +lao 1 +/-70 +/-70 A+/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 ;d m CAO +l_T1 MAX.O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHEFRAMEPERSHEETS394 THROUGH THE INTEGRAL FIN PER SHEET APP+IF•STOji,••DANCHOR ••• APPUES TQ F ANWJ, • (SEE ABLE 2) • • • (%ETA6LE3) • • • �.S` • • • • 3? • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f� LONG SIDE -� SHORT SIDE '4" / SHORT SIDE LONG SIDE T__ SHORT O LONG SIDE SIDE SHORT SIDE �- NO-ES: 1) BUCK DIMENSIONS SHOWN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WIND0WS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)A80VE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PR(AXJCT REVISFXF mnpym wGd, ft FIalift Rnlring A°CcuaM «, �,n,,, No I - Ob 14. 0 Cxyir�tiwA Oats Ny hlian Oak-�FrodnctC NO CHANGES THIS SHEET. h LU Y m U) a O O O >- ^ al°0 0 gi o I 9 QJ O m AB 0 z U $ ^4 u U (wj o e LU Z y j °N LU °d OND o > z V) W U. J 0 ®19 O0 IL laa�,s Z 0 W Z LLI K LL X D- O o LL Z N Z W 3 > o a wl1 �ass0 ,auaS t "Y LY/V/ ..IC...... �( * NO. 58705 ST . 'NEF, �'A`I'0NAL tENG ` A. LVP.E.0 58705 r.c. A+/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 ;d m CAO +l_T1 MAX.O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHEFRAMEPERSHEETS394 THROUGH THE INTEGRAL FIN PER SHEET APP+IF•STOji,••DANCHOR ••• APPUES TQ F ANWJ, • (SEE ABLE 2) • • • (%ETA6LE3) • • • �.S` • • • • 3? • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f� LONG SIDE -� SHORT SIDE '4" / SHORT SIDE LONG SIDE T__ SHORT O LONG SIDE SIDE SHORT SIDE �- NO-ES: 1) BUCK DIMENSIONS SHOWN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WIND0WS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)A80VE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PR(AXJCT REVISFXF mnpym wGd, ft FIalift Rnlring A°CcuaM «, �,n,,, No I - Ob 14. 0 Cxyir�tiwA Oats Ny hlian Oak-�FrodnctC NO CHANGES THIS SHEET. h LU Y m U) a O O O >- ^ al°0 0 gi o I 9 QJ O m AB 0 z U $ ^4 u U (wj o e LU Z y j °N LU °d OND o > z V) W U. J 0 ®19 O0 IL laa�,s Z 0 W Z LLI K LL X D- O o LL Z N Z W 3 > o a wl1 �ass0 ,auaS t "Y LY/V/ ..IC...... �( * NO. 58705 ST . 'NEF, �'A`I'0NAL tENG ` A. LVP.E.0 58705 r.c. m CAO +l_T1 MAX.O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHEFRAMEPERSHEETS394 THROUGH THE INTEGRAL FIN PER SHEET APP+IF•STOji,••DANCHOR ••• APPUES TQ F ANWJ, • (SEE ABLE 2) • • • (%ETA6LE3) • • • �.S` • • • • 3? • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f� LONG SIDE -� SHORT SIDE '4" / SHORT SIDE LONG SIDE T__ SHORT O LONG SIDE SIDE SHORT SIDE �- NO-ES: 1) BUCK DIMENSIONS SHOWN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WIND0WS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)A80VE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PR(AXJCT REVISFXF mnpym wGd, ft FIalift Rnlring A°CcuaM «, �,n,,, No I - Ob 14. 0 Cxyir�tiwA Oats Ny hlian Oak-�FrodnctC NO CHANGES THIS SHEET. h LU Y m U) a O O O >- ^ al°0 0 gi o I 9 QJ O m AB 0 z U $ ^4 u U (wj o e LU Z y j °N LU °d OND o > z V) W U. J 0 ®19 O0 IL laa�,s Z 0 W Z LLI K LL X D- O o LL Z N Z W 3 > o a wl1 �ass0 ,auaS t "Y LY/V/ ..IC...... �( * NO. 58705 ST . 'NEF, �'A`I'0NAL tENG ` A. LVP.E.0 58705 r.c. Window Design Pressure, (+l- psi) Use 8as 1shN fm G•ss Type: 14 3116" A Cap - Airspace - 7116" A/A with SG Aftwow Lang Side (In) DYnenslons 89.649 71 73 75 78 8o 86 88 89 92 96 1 99 32 +8W-110 +801410 +801-110 +80/-110 +60V-110 +80/-110 +801.110 +801-110 +8W-110 +80/-110 +90/-110 1 +801-110 34 +801.110 +801.110 +801-11D +80/-110 +8W-110 +80/-110 +801.110 +801.110 +801-110 +8d-109.4 +80/-108.3 4801-107.6 36 +8W-110 +801410 +801-110 +80/-110 +8W-109.5 +80/-108.6 +80%106.6 +8W-106.5 +80%108.5 +m-104.7 +BW-103.6 +801-102.9 38 +60/-109.7 +801-108.9 +60/-107.8 +801-106.8 +801-105.5 +801.104.6 +80/-102.7 +80H102.4 +90/-101.4 +801-100.5 +W-99.4 +80/-96.7 40 +8W106.3 +8W-105.5 +BW-104.4 +801-103.3 +801.101.9 +80/-101 +801-99.1 +801.9&7 +80/-97.7 +80/-96.8 +80/A5,7 +80/AS 42 +W-103.3 +8W-102.5 +8W-101.3 +80/-100.2 +9W9&8 +BWA7.9 +8-95.8 +80/A5.5 +W-9.5 +801-93.5 +W-92.4 +W-90.7 44 +801-100.7 +60/99.8 +BW-99.6 +BW-97.5 +80/-96 +901-95 +8W-92.9 +001-926 +8W-91.5 +8WA0.4 +BW27.1 +9-84.7 46 +8W-9&4 +8/-97.5 +BDI-96.2 +BW95 +801-93.4 +W-925 +90/-90.3 +80/-09.9 +8W-0.1 +801.85.5 +8W-83.1 +8W-016 4 ao_r°A, +ON-96.3 +901-9&4 +8-94A +BW-92.9 +801-91.2 +80)A0.2 +301.88 +80/-87.6 +801-84.6 +M-82.6 +8W-00.2 +/-78.6 50 +BW-94.6 +8W-93.6 +801.92.2 +W-90.9 +801.89.2 +601-0.2 +8W-85.4 +80/-04.5 +8W-82.4 +W-802 +1-77.6 52 +801-93 +B01-92 +8W-90.5 +80-89.2 +BW-87.4 +W-86.4 +8W-833 +801-025 +8W-80.2 +/-76 5 +801-91.7 +801-90.6 +90/-89.1 +BW-87.7 +80f25.6 +801-84.7 +8W-01.3 +80/-80.4 +/-78.1 56 +80/-90.5 +BW-89.4 +90/-07.8 +80l-86.4 +MY-84.4 +8W-03.2 +/-79.3 +/-78.5 67 +80490 +801-68.8 +BW-87.2 +80/-85.8 +5W-034 +BW-82 +/-78.1 6o 62 64 66 68 69.649 +8W-07.2 +BW-06 +8W-01 +80`-025 +m-ft1 +l-7&6 +M-84.6 +501-03.8 +SW4121 +BW-80.4 +/-78 MU. O.C.SCACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 A 4 MAX. O.0 SPACING IF AN0IDRING THROUG14 TIE INTEGRAL FIN PER SHEET ♦8W-029 +8D/-02 +801-801 +/-711.4 +9W-81.1 +BW-001 +1-78.3 APPUES 70 B, C OR D ANCHORS (SEE TABLE 2) NOTAPPUCARLE +/-79.3 +/-78.4 13.2' +/-77.7 .t II: TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE -y b SHORT �\ 51`E �L -� � SHORT SIDE �- �- LONG SIDE -+-� SHORT LONG SIDE � SIDE L _ -j 'GLASS TYPES 14 THROUGH SHORT 17 MAY NOT BE USED WITH SIDE J-CHANNEL OR INTEGRAL e FIN FRAMES. Window Design Pressure, (+1- psf) Use= 3/16" T Cap - Airspace - 7/16" A/A with SG T - F 10 Dimrlsiaa1 77.76 79 81 53 86 87 91 38 +BW-110 +wio +BO/-110 +8D'-110 +aW-110 +80/-110 +0-11i 40 +&Y-110 +801-110 +8W-110 +80'-110 +601-110 +8W109.9 +BW-108 42 +80%110 +BW-109.8 +8W-105.8 +9W-107.9 +801-108.7 +80/•108.3 +8W-104 44 +901-107.3 +8D'-108.7 +8W-105.7 +8W104.7 +BW103.4 +80/-103 +8W-101 48 +8W-102 +W.101.3 +80-100.3 +50/-99.2 +801-07.3 +801-912 +801-92 60 +8W-99.8 +M-09.1 +801-98 +801.98.9 +8W-03.9 +W-93.1 +10-09. 51 +80/-98.8 +80/-99 +BOW-98.9 +8W-95.8 +04MB +8W-92 +W-N. 64 +80%98.1 +8W&5.3 +8W-94 +80/421 +B0I-0B.4 +8W-08.5 +0-85. 56 +8W414 +BW-03.2 +SW-91.6 +80t-90.1 +BW47.2 +W.W3 +04M 58 +BW91.4 +8W-90.6 +BW-09 +BW-07.6 +BW.85.1 +BW-84.2 +801-00. to 61 g +BW-87.8 +BW-87 +BW-85.3 +80f-03.6 +801-81.2 +BW-8D.5 +/-77.3 co83 +BW 85.5 +Bq-04.8 +80 528 +BO-01.1 +4.78.8 N-78 +/-74.8 64 +80/-04.4 +BW.83,5 +80of-81.7 +1-00 +1.77.5 +/-78.6 +/-73.5 66 +80d22 +=-81.2 +/-79.4 +1.7-1.6 +145 +1-74.2 +/-71 85 +/-00 +09.1 +/-77.2 +1-75.4 +1-72.7 +/-71.9 70 W-78 +l-T7.1 +/-75 +1-73.2 +/-70.5 FE +eW-1D3.5 +8W1032 +8W-100.8 +BW-97. +64.8 +BW496.7 +8W-941 +M-91. +W-90.4 +M-89.2 +8W-87.3 +BoW-04. +8W-07.7 +53/418.2 +80/-"3 +80/-81. +BW-M4 +801-05 +50/-828 +/-79.8 +W-82.7 +8W-81.1 +1-7&9 +/-75.3 17:2 +/-78.8 +1.78.3 +/-72.5 +!•78 +l-7B.3 +473.8 +/•70.2 +1.74.8 +l -725 +1-70.4 +8W892 +50'-00.6 MAX. O.CSPACING IFANCHORING MAIL O.0 SPACING IFANCHORING THROWHTHE FMME PER SHEETS 3.4 THEINTEGRAL PINCER SHEET4APPUESTOKCORDANCHORS (SEE T1t8lE 2)• • • 7THROUGH N:71APPUCABLE• i • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NOTES: 1) BUCK DIMENSIONS SHOWN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PRO:lUCr R�� 1S es c Ptyiv th aw FL+iA A.mce . No 11' 0614.0 NO CHANGES THIS SHEET. h LU ti Y In m v O o a f0� p N O 4 3 " 'n J B ZLLg 0 UU_d eg co FW2 co rx 7 V) ON LU a1 Dmo 2 N Q O Z m LL O 3: H m ® O O W 2 co 'a w � LL x D Q LL 2 N w u, > 2 w > CD d ``111111111 ///T - Y LYNIV ��1.• UCENSP •. lN%l No. 58705 ' po� _ s6E sir'ONAL III I I�NG\ A. LYNN MiLLEKA. LYNN V.t_ P.E.e 58705 TABLE 12: Window Design Pressure, (0. psf use Ins uMe for Gbss Type: 18 118" T Cap -Airspace - 7116" WFi with SG Window Long Sloe On) DMMslons 60.926 64 66 - 68 70 74 77 80 84 87 92 97 99 32 +801.110 +801-110 +804110 +80/-110 +80/-110 +80/-110 4801-1110 +8a-11D +801.110 +e01-110 +801-110 4801-110 +801-110 34 +801-110 +801-110 +801-110 +801-110 +8a-110 +801.110 +801•110 +Ba-110 +Bol•110 4801-110 +90/-110 +=-110 +80/-110 36 +01-110 +801-110 +Ba-110 +801-11D +801•110 +801.110 +801-110 +W-110 +801-110 +8a-110 +90/-110 +801-110 +801.110 38 +"-110 +BOI-110 +ea-110 +801-110 +801.110 +801•110 +801.110 +801-110 +80F110 +80/410 4801-110 +Ba-110 40 +501-110 +=-110 +ea-110 +80/-110 +80/410 +801.110 +8a-110 +Ba-110 +801•110 +8a-110 +ea-110 42 4801-110 +801-110 +801.110 +501.110 +801-110 +8a-110 +801-110 +8a-110 +80/-110 +8a-110 • 44 +01-110 +801.110 +8(Y-110 +801.110 +801-110 +801-110 +80/-110 +8a-110 +801-110 32 0 46 +801.110 +801.110 +80/-110 +801.110 +801-110 +801-110 +801-110 +Ba-110 g 48 +ea-110 +801.110 +901•110 +801.110 +801.110 +80/-110 +e01-110 y 50 +sol-110 +80/-110 +807110 +801-110 +80/-tto +80/-110 52 +801-110 +801-110 +801-110 +80/-110 +001-110 MkX. O.C. SPACING IF ANCHORING THROUGHTHEFMMEPERSHEETS3&4 MAX. O.C. SPAONGIF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 54 +8a-110 +801.110 +80%110 +8a-110 56 +ea•110 +Ba-lio +801.110 APPUESTOB,COROANCHORS (SEE TAKE 2) NOTAPPLICABLE 58 +&a-110 +sof-110 1ie- 60.926 +801-110 TABLE 13: TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �•� LONG SIDE �_ / PFOD17Ci'RCVISFIJ SHORT [\� giid�7ci�ilh tM F4orid� SIDE ,\coe,w nxuhie) O SHORT I- E�I,irxtioe D�qe SIDE r- �+- LONG SIDE NO CHANGES THIS SHEET. T- SHORT LONG SIDE A`JII SIDE Y 0] GLASS TYPES 14 THROUGH w 17 MAY NOT BE USED WITH SHORT tr J-CHANNEL OR INTEGRAL SIDE rn O O • FIN FRAMES. N 0 Nof Window Design Pressure, (+/-pal) Use this mNe forGese Type 17 MIS" TCap -Airspace -7/18" H/H with SG Window Long Sid& (in) Dimensions 77.76V79 81 &3 86 87 91 94 96 89 1D4 107 111 lie 120 125 136 144 36 +801-110 +Ba-110 +W-110 +8a•110 +9a-110 +801-110 -New-110 +Ba-110 +801-110 +Ba-110 +8a-110 +8a-110 +8a-tto +90/-110 +8a-110 +8ol-110 +8a-110 40 +801-110 +801-110 +8a-110 +901-110 +Ba-110 +8a-110 +801-110 +8a-110 +801-110 +8a-110 +eorllo +80f-110 +80/•110 +801-110 +801-110 +8a-110 +8a-n0 42 +801-11a +9a-110 +8a-110 +90/-110 +801.110 +801.110 +901-110 +ea-110 +801.110 +9a-110 +801-110 +801-ilo +80/-llo +8a-110 +80/-110 +8a-lio +8a-no 44 +801410 +801-110 +Ba-110 +Ba-110 +901-110 +801.110 +80/•ilo +8a-110 +8a-010 +801.110 +8a-110 +8a-110 +8a-llo +801-110 +8a-ilo +801-110 48 +801-110 +Ba•110 +8a•i 10 +8a-110 +80/•110 +9a-110 +80/410 +801-110 +8aa10 +8a•110 +9aa10 +801-110 +&a-110 +8of-llo +Bo/-llo so +80!•110 +Ba-110 +Ba-010 +9a-110 +80/-110 +Ba-110 +80/•110 +e0/-010 +8a-110 +8a-110 +801-110 +eo/-110 +8pi-110 +80f-110 51 +eol-ilo +801.110 +ea-110 +8a-110 +ea-ilo +90/-110 +80/-110 +801d10 +801-110 +80/-110 +8a-110 +801-110 1 +80/-110 +801-110 54 +801.110 +801-1110 +801-010 +8a-110 +801-110 +801•110 +801-1110 +801-110 +80/-110 +801-110 +e0f-110 +80/-110 4801-110 56 +801-1/0 +80/-110 +e01-110 +ea-110 +801-110 +801-110 +Wf-110 +S01.110 +801-110 +80/-110 +8a-110 +801-110 $ 58 +80/-1 ID +Ba-110 +801-110 +&a-ilo +801-110 +801.110 +801-110 +801.110 +801.110 +801-110 +8a-llo ry 61 +801-110 +801-110 +801-110 +80f-110 +801-110 +80/-110 +801-110 +801-110 +801•110 401-110 N 83 +801-110 +801-110 +80/-llo +e(y-i 10 +801-110 +901-110 +801-110 +801•110 +8a-lio 64 +801-110 +801-110 +e01-110 +8a-/10 +801-/10 +801-110 +10-110 +801-110 98 +80/-llo +801-110 +8a-110 +80f-110 +801.110 +BD/-110 +Ba-110 as +801-110 +801.110 +801-110 +e01-110 +80/-11D +e0/-110 70 +Bol•llo +e01-110 +e0/-110 +e01-110 +e01-110 NOTES •• ••• • ••• • ••• 1) BUCK DIMENSIONS SHOWN. • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • • • 3) FOR ARCHRECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THBRABlE(S) ABOVE NMIOH THE ARC/11VECTURAtWI19DOW MIBL COMPLETELY FIT WITHIN, W LL of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OD Z = LLi U s �_ � w v � ` ��Ilp � � p Z V W U O P�.,.• �1GENSF ••'/C��% No. 58705 •� V _ •F.omov. �G\��: / NAL 0,1 //1111111\\ A. LYNN MILLER, P.E. P.E.# 58705 FRAME ASSEMBLY DETI ..__ `5 1 ANCHOR COVER �1164" U I�T�yI 1 7/8" BEAD 175' 1_ ID MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR C1 3.500' .062" II II 3.500" 062' 683' .625 .625" T- 1.3175F11HANNEL FRAME F 0 FLANGE FRAME IT J- 3.500' -II-- .062" 1.375"11 O INTEGRAL FIN FRAME pr7m i 1.4 OEQUAL LEG/BOX FRAME SILICONE ALUMINUM pOLYISO- INFORCEMENT HOT-MELTSUTYL4ANT DESICCANT FILL AREA STRUCTURAL • IIUYLENE STRUCTURAL SILICONE 3116" NOW." NOM/ SEAL I �5116"NOM. POLYISOBUTYLEN 114" NOM. FOAM WITH BUT/ ! SILICONE SEAL WITH DESICCANT DESICCANT DESICROLL-FORMED STAINLESS STEEL EXT.GLASS EXT.GLASS EXT. GLA5 INT.GLASS EXT. GLASSINT.GLASS INT.GLASSINT. GLASS KODISPACE e SUPER 82 DURASEA00 XL EDGETM 8 4SG TPS SPACERG'NXT1N TAAI F 1A• SPACER SPACER Part Description Materiel 80 Kommeding 4SG TPS Spacer System 81 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Maledels 83 Cardinal XL Edge Spacer # Part# Description Material 1 620117 .1-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Cow PVC 6 720136 7/8' Glazing Bead PVC 7 720135 1' Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N ISetting Block (7/8' x 1' x 118"), 85 +1. 5 duro. EPDM •• ••• • • • • • •• • NOTE•:• • • • • • • • • •I) SOMB1PAF•rS NOT SHOWN F40R GLARITY. • • • 2) j"A NNEL WAME SROWN,9AR*#1.4b1HER FRAME TYPES APPLY. 3) ITEMS # 8-73, 75.77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. • • •4 ERGI PVC„TO BE LED FOR AWAA UDER 6 • • • • :LP E• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 ® COPYRIGHT02017 PGTINDLISTRIES,INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) 2 9/9/14 BOM & ASSEMBLY J ROSOWSKI PW-5520 NTS F!11OF11 of MD-5520.0 a B NOOLICr RF.V1.9W nmrAy"4+vith the Fbwbt, nuiIdM9C-& — —A `\ o'lo Y LYNAyM, . 14, L10ENst •, ��� No. 58705 0. ZU %I'ONAL EaG "IlilwW, A. LYNN MILLER, P.E. P.EJt 58705 It MIAMI-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.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction 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 On 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. )ESCRIPTION: Series "AR-5510" PVC Horizontal Rolling Window — L.M.I. :...;. A,PPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal Rolle,l` Iv1", shee"L. through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufart4P.r. signet]."' sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Proditet Control fectien. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000 • 0*000 LABELING: Each unit shall bear a permanent label with the manufacturer's name' QZ logo, e4l. gtate, model/series, and following statement: "Miami -Dade County Product Control Apprgjq(d'. junless otherwise noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been Iled�dqd there has been no change in the applicable building code negatively affecting the performance of this P bdutt. ; .00o ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Expiration Date: September 24, 2020 Z 5 1 i Approval Date: August 31, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, k I'L-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E., (Submitted under previous NOA No. 16-0714.17) • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •., • ,,.. 2) Uniform Static Air Pressure Test, Loading per-RiCsTAS'3 91 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and 1AS202-94:...:. 5) Large Missile Impact Test per FBC, TAS 201-V40 0 6) Cyclic Wind Pressure Loading per FBC, TAS,:0�;94 •.,.,- along with marked -up drawings and installation diagram of seriuo5*410 and seriAs 5510 PVC horizontal sliding windows, prepared by Fenestration:Testi;g Labnrjgq, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sewed py jdahifis Ortega, P.E. .. . . .. (Submitted under NOA No.15-0903.10) *0:.00 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. 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 series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resource$ (nR). ;'"• • .. . .... E. MATERIAL CERTIFICATIONS ...... ' ....' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmerftV,'I1tt. for thei? "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayw dated Ol✓494;i, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameri�; for Ne.ir.' "SentryGlas® (Clear and White) Glass Interlayers" dated 06, 2&451 expiring -on 07/04/18. : ' . . 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenesttatiw1.Solutibns USA for their "White Rigid PVC Exterior Extrusions for Windows and boors: dele4 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. Prpduct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31 /17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0903. 10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. •000:0 Jorge M. Plasencia, P.E. r,duct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 2S ANCHORS. SEE CLUSTER DETAILS SHEET 5 12-3I4' MAX O.C. B" MAX. -� I-+--_ _-a B. SEE SHE'ET3 MAX _ SEE SHEETS 418 A SEE SHEET 3 T MAX. --'--^-1- ± T • I GLEE'- SHFFT4t 10'MAX -- - If-yL ' 18' 76' EQUALLYI FACED ANCHORS PER TABLES 17-22 a MAX. O.C. MAX r BUCK I HEIGHT / / SEE SHEETS j 416 _ - -_ __ 6'MAX -EPHOSHEEHOLE SEC SILL .LE� DETAIT EN -.•-f -..- X SHEET3 I -T SEE SILL IT HEET4 SHEE74 ES e 75' MAX. BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 4' O.C. BETWEEN D. SEE 2-5 ANCHORS, SEE CLUSTER SHEET a DETAILS SHEET 5 r B' MAX ----I I-•f- C 1 72' MAX. SUCK HEIGHT - 3" MAX. D 75" MAX. BUCK WIDTH --►{ ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN E. SEE'— SHEFT3EOUALLYSPACEDANCHORS PERTABLES L 23-27 6' MAX. SEE SILL SHEET3 1)THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' N THE HVHZ,THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY, USE ONLY MIAMI.OADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C00 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED I INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE IAl2' TH'CK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EORI OR ARCHITECT OF RECORD. (AO% 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQJIRED MR EMBEDMENT. INSTALLATON ANCHORS SHOULD BE SEALED. OVERALL SRALINGiFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOVD THE SCOPE OF THESE INSTRUCTIONS. 6)114' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IN70 WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROGION RESISTANCE 6) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-80T2. 8073 d W74; ELCO ULTRACON NCA; CLOG ORETEFLEX NOA; ELOD AGGREGATOR NCA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE A BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA5; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAFBPA NOS B ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: uul 1) DETERMINE THE SITE SPECIFIC, tMNDOW OPEMNG5 DESIGN PRESSURE REQUIREMENT USING FROMWNDL( AD STANDARD ASIDE 7. Redsw 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX. XO, XOX). SIZE, GLAZING OPTION FROM (TABLE 1)ANO � pNY•LYNq/ REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDCf%WEW@ JpNQ J��ij �1 9p��� ��' JR TABLES 6-16 (SHEETS M). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE 1JNO0W OPEN&IG • , 'qW• • • • •,(LIB - Revbed OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE. TABLE. • • ti • •��� 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO TH•INSTAU,.:DN • _ •" ;• 000 • �, - CONDITIONS • • • - • • - DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE A SMALL MISSILE LEVEL- SEE SHEETS 6-8 IMPACT RESISTANT 15.85 MAX. O.C. I I 18.8•1' MAX. D.C. -� B. SEE - SHEET 3 E 63" a MAX. BUCK HEIGHT 15.6T I.. 4' O.C. BETWEEN i a e 3" MAX. WEEPHOLES 140- MAX BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME_ SHOWN AS XOX CONFIGURATION CODES/STANDARDS USED: •2D17 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E13DO-00 •ANSVAFBPA NDS-20IS FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 GENERAL NOTES ........... ..... .._.. 1 ELEVATIONS... _­ ........ .......... .... LEVA TIONS............................... 1 FRAME, GLASS A ANCHOR OPTIONS ......................_..... 2 INSTALLATION. FLANGE A EQUAL LEGA30X_...__....._ 3 INSTALLATION. INTEGRAL FIN S J-CHANNEL._................... 4 GLAZING DETAIL._ ................. _.. 5 DESIGN PRESSURES ...... _.... _.... " ANCHOR QUANTITIES ............ .._ 9-16 EXTRUSION PROFILES A BOM._.17 I ASSEMBLY ................... PRODUCT REVISED a ""PTOwith the Florida BWIdlnB Cod NOA-Ito. 17-0411.03 Expl-"- [ •" 09/24/2020 2e1c Rehsom 03/27/17 UPDATED ADOEO TO2J1T. NOTE TO ANCHOHO R D7Y. Tela By Tate: Revhlgn: MIamFD ro uet onh 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16). VERIFY THE ANCHORISUBSTR+ FS WILL•6�• • REQUIREMENTS FOR YOUR OPENING'SCONDITION FROM TABLES 2OR3.ANDTHATALL MIN_ REQUIREMENTS FROM THIS SHEET SET ARE NET. - � . J /p�� %O.(I• +e • (V�'`� ® 1070 TECHNOLOGY DRIVE De iptlgrc GENERAL NOTES & ELEVATION Dro or J ROSOWSKI Title: HORIZONTAL ROLLER- LM Dgts: 05/15/15 5)INSTALL AS PER SHEET 3 FOR FLANGE(EQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL RNI.tiCH/WNEL INSTALLATION. USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. •: '•F<OfBDA , •'• �11 rS "•• • ' G��� yr �ONAL• E�t� i N. VENICE, FL 34276 (wl)- 0-1600 • • • • • • NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (JrHANNEL, RANGE, • • • • III •L1I • LOPYNf�R•ZOITP ITINOLA:TIM W_ A RpH18 REB Ss, ,iii dw. 5eds: Snaee: Ore•Inq Na Rer. CERT. OF AUTH. M298 INTEGRAL FIN OR EQUAL LEG/BOX). SEE FIGURE BON SHEET 2. - • - _ A. LYN P.E• HR-5510 TUTS 1 OF 18 M D-HR5510-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Glass Type Description (Listed from Exterior to Interior) 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7116' Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass with .090' PVB Irderlayer 8 7/8' Laminated I.G.: 1116" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Liles of 1/8' A Glass with .090" PVB Interfayer 7 71W Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/15" Laminated; (2) Utes of 118" A Glass with .090" PVB Intedayer 8 7/8" Laminated I.G.: 3/16" T Extedor Cap + 3/8' Air Space + 5116" Laminated; (2) IJtes of 118" A Glass with .09T PVB Intedayer 10 7/8' Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Utes of 1/8' H Glass with .09T SG Interlayer 11 7/8' Laminated I.G.: 3116" A Exterior Cap + 318" Air Spare + 5116' Laminated; (2) Utes of 1/8' H Glass with .090' SG Intertayr 12 7/8" Laminated I.G.: W16" T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 1/r H Glass with .OW SG Intenayr 14 7f8' Laminated I.G.: 1/8" T Exterior Cap + 5`16' AV Space + 7/16" Laminated; (2) Lees of 3116' A Glass with DW SG Intedayer 15 7Ar Laminated I.G.: 3/16' A Exterior Cap + 1/4" Alr Space + 7/16' Laminated; (2) Utes of 3/16' A Glass wth .090' SG Intedeyer 18 718" Laminated I.G.: 3/16' T Exterior Cap + 114' Air Space + WIT Laminated; (2) Liles of 3/16' A Glass with .090" SG Intedayer Group Anchor Substrate Min. Edge Distance Min. Embedment! A #10 SINS (steel, 18.8 S.S. or 410 S.S.) P.T. Soul Pine (SG=O. ) /16 1318" Steel, A381 3l8" 0.050" Steel Stud, A853 Gr. 33' 3/8. 0.0451" (18 Ga.) Aluminum, 6063T5- 318" 0.05D" 3/18'steel Ultraoon P.T. Southern Pine (SG=0.55) 7116" 1-&8' Concrete (min. Z85 ksi) 1' 13/8' Lhtgroulad CMU, (ASTM G-GO) 2.1/2' B k12 SMS (steel, lB-83.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 13I8' Steel, A36* M. 0.050" Steel Stud, A653 Or. 33' 3/8' 0.0451' (18 Ga.) Alum)rwm, 6063-T5' 3/8" 0.063" C 1/4' steel Utracon Concrete (min. 2.85 ksi) 1' 13/4" Ungrotded CMU, (ASTM C-90) 2-1/2' 1-114" 114" steel Cretetex Concrete (min 3.35 ksi) V 13/4" 1/4' steel Ul racon Concrete (min. 2 85 kel) 2-11T 13l4- 114* steel Ultirpoon P.T. Southern Pine SG=0.55 1' 1-W 1/4' sled CreleMa Concrete (min. 3.35 Mal) -1 1 Tr- D 1!4" sled Creletex ngrou[ r u P.T. SaNrem Pine (SG=0.55) 1" 1-M" 1/4• steel Aggre-Gator Concrete (min. 3.275 ksl) 1-1/2" 1-W 1l4' steel Aggro-Gator P.T. Southern Pine (SG=D.55 Grouted CMU, (ASTM 690) 1" 2" 1 2' Group Anchor Substrate Min. Edge Distance Min, Embedment' E 2-1Pr x .13V Comrnon Mae P.T. Sorthom Pine (SG-0.55) IT 27/1T 2-1/7 Pong•ahank Rcotrg Nell P.T. Southern Pine (SG�0.55) 318" 2-7/18• F rf'10 , I ad SMS (sleeeld, «a10 S. .) S.S. ss P.T. Southern Pine (SG-0.55) 11T 1318• • Allan inum W63T5. 318" 0.050' is Steel Stud Gr. 33' 318" 0.0451- (18 Ga. Steel, A-W 1 3/8" 1 0.050' 812 SINS (steel, 16E S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1.318' Aluminum MTh. 3/8" OA63" Steel Stud, Gr. 33" 318- 0.050" • • Steel, A36' 1 18' O.OStI• 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A'= ANNEALED 'H" = HEAT STRENGTHENED T = TEMPERED -PVB" = .09T TROSIFOLO PVB BY KURARAY AMERICA, INC "SG' _ .090" SENTRYGIAS® 'NTERLAYER BYKURARAY AMERICA INC. GLASS TYPES 5, 7, 11 3 15 MAY NOT BE USED IN THE • HVHZ ABOVE 3(r. Materiel Min. F, Min. Fs Steel Screw 92 kel 120 ksl 11" Spew 60 kel 95 ksl 410 Screw 90 kd 110 ksi Elso •Gator® 57 kal 96 ksl 410 SS Elea Cn IaFlove 127.4 ksi 169.7 ksi 6063-T5 Mumimml 16 k i 22 Mai 1 36 ks 58k it GASeld 33 kd 45 INSTALLATION NOTES, SEE SHEETS 3 84 FOR ILLUSTRATIONS. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TA13LES 2 8 3. THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE W NDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. THIS SHEET. ALL WOOD BUCKS LESS THAN 1.112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOC BUCKSARE OPTIONAL IF UNT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER WAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRLCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) YtSIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. From Types (tee Fig B) Glass Options (ties Table 1) Installation Conditions Substrate Option Detall Shoot Through the ....Into 2X Wood Frane/8uckstrip - sheet 4, option 5 J-Channel 01) 1 4 Integral In... ....Into Metal - sheet 4, option 8 Through the frame ....Into 2X Wood Frane/Buckstdp - sheet 4, option 8 of the window...... ....kHo Metal - sheet 4, oplicn 7 ....We 2X Wood Fra o Budrshlp - sheet 3, option 1 Flange (Ir2) 1 4 Through the same of the wind...........thmtgh ....kdo Concn3sICMU - sheet 3, option 2 iX &ckatrlp IMo C-10CMU - sheet 3, option 3 ....kdo Metal . ahM 3, colon 4 Through the ....kdo 2X Wood Frame/Buckstdp - sheet 4, option 5 Integral Fin ( ) 1 4 integral an...... ....Imo Metal • sheet 4, option B Through Me from ....kilo 2X Wmd Frame/BuckeMp- sheet 4, option 8 of the window...... _„ Wo Metal - sheet 4, option 7 Box 1 (04) Egr K4) .1-4 Thrctph the same of IFe window.......,AMLgh ....No 2X Wood Frarnd8uckstrip - sheet 3, option 1 ....kde Concrete/CMU - shoot 3. option 2 1XBukstlp Into ConcretoJCMU - sheen 3, option 3 ....into Metei -$heet J, option 4 2 FLANGE 4 BOX OR EQUAL - LEG 1 J-CHANNEL U U INTEGRAL - FIN PRODUCT REVISED 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. as co-pying with the Fiodds Building Cods HOA-No. I T-0411.08 • ••• is Is,`�O.Y LyYLNN%,! Rwlaed l>r JR Doiw 03/27/17 Rew.kn: Eaprration Data 09/2412020 by • • • J �'' al-1CV'S(+i . ( ':Fp Mlam a let uct oral Rw4sed W. Doh: ftweon; • •• •Q;•• • • • • • • • Yoa!l705 • • is • it ••• • • •: * _ - e D-Ipfi- �� "HREADS �Q �} :: y <(/�C GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 4070 TECHNOLOGY DRIVE 1EYOND THE d r ST 74` '• F O .• �/ FS' •. �oamP,.• N. VENICE, FL 34276 (u1).46D-16go 11' HORIZONTAL ROLLER - LM Oete: 05/15/15 i FATE. • v�S/Q tJ !• N .P! wrrmrnrtetartrorwwsTSIE4 Ne. s«n./uod1: scow: I1,o.rsrp w. • • • • • • � � • y P, a Auw«r1s CERT. OFAUiH.929M HR-5510 NTS 2 OF 18 MD-HR5510-01 R..e B ••• • • • • ••• • • • • • • • • • • • • INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH EDGE D STANCE SEE TABLE 2, SHEET 2. FRAME INTO 2X WOOD FRAME OR BUCXSTRIP. -�_�SEE NOTE 2, SHEET 2-0MENT w FLANGE FRAME R7 D OR *12 STEEL SMS(G5),SEE SHOWN O TABLE 2, SHEET 2. T t ;L I- � i/4' MAX SHIM IN DADE APPROVED MULLION, �g FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VISIBLE IFILIXE. VERTICAL OR HORIZONTAL. LIGHT E SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2, SHEET 2 BUCK / \ HEIGHT EXTERIOR _ �� 21 OR12210R 23 VIS 13LE I UGHT SEE SH ETS fi-8) HEIGHT TYPICAL FOR ALL SASH WEEP NOTOHE 314 X1/ 1•t/a'X th EQUAL LEG FRAME SHOWN .. . INSTALLATION OPTION 2 ANCHOREDTHROUGH .•• _ FRAME DIRECTLY INTO CONCRETEICMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE VERTICAL DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B-B OPERABLE SASH INSTALLATION OPTION 3 INSTALLATION 21 OR2OR( 23 ANCHORED THROUGH FRAME AND 1X OPTION 4 1 SUCKSTRIP INTO CONCRETE/CMU ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS ALL f SEE NOTE 2, SHEET 2. TYPICAL FOR ALL 1 FRAME INTO METAL 'XO" OR'OX" SASH 1 114" MAX SHIM EMBEDMENT ( �j , �-{ 1k" MAX, SHIM 13 79 1�\ 1 28 20 -\OPERABLE C43. � __ EDGE J SASHo -- DISTANCE �� ° 28 1-0 FIXED 41 �' �j TYP. ANCHOR TYPE, XE `) EMBEDMENTAND VISIBLE I o 1 EDGE DISTANCE PER LIGHT WIDTH �— j1/ SUBSTRATE, SEE _ ILi�"ll TABLE 2, SHEET 2. - J' I\ ' VISIBLE _ 42 FLANGE LIGHT WIDTH f EXTERIOR j/ FRAME 72 \— 14 rl (y EQUAL 24 OR%25 OR 26 ���lll SHOWN � C � U LED (1) AT MID -SPAN OF INTERLOCK (SEE SHEETS ") TYPICAL FOR ALL FRAME (43 (1) 3.1I2' FROM EACH SASH 'XO" OR "OX" FIXED MEETING RAIL SHOWN CORNER AND (1) AT CENTER OF BUCK WIDTH SASH STILESMAILS HORIZONTAL SECTION A -A (OX) 30 16 19 16 I (SEE SHEETS 7-8) TYPICAL OPERABLE (`0` 2 _. OPERABLE SASH FOROX'SASH SASH Ift q VISIBLE 45 47 LITE V LISBDTHWH GHT WI�, J 18 II 1 U FIXED c - 7 29 FLANGE I ... - - --- - FRAME 15 SHOWN 6785 p I p O 34 - - - _ VISIBLE 42 EXTERIOR - 25 RC226 LIGHT WIDTH - - - �� 2 (SEE SHEETS B-B)TYPICAL FOR 72 4 4 ALL "XOX' FIXED MEETING RAIL 1,4 MAX Y' BUCK WIDTH SHIM SHIM HORIZONTAL SECTION E-E (XOX) EQUAL F.G PRODUCT REVISED •s eompying with the FI-Ild. -_ I AS PER SECTION A.A ABOVE FRAME Mill, 1I,Mil// SHOWN Bullding Code NoA-lo. 17-0411.08 T •• ,• EMBEDMENT �`` Op1Y..• NHA' % QO1� �' Dets: R°"ice • • r��'�L1L♦N,p�y� �L • • JR 03/27/17 NO CHANGES THIS SHEET. ExPlmtlonD •0 /24/2020 • Q� 0074 •.'jo•� • • Re.WE 9Y: Oats: RMden: 6 NN mi-D e F uet Contmi EDGE DISTANCE _ 7 f • • • ®' OeenWllon: VISIBLE LIGHT FORMULAS 31 1� ; �_ FLANGE & EQUAL-LEG/BOX aom er• FRAMES E( QUAL I ITE, XO S QX) �T., FATE ' (V�� 1070 TECHNOLOGY DRIVE P,. ••' irk: CIRIDN. VENICE. F L 34275 J ROSOWSKI WIDTH: BUCK WIDTH 12-4-7/4• lsS ���` .HEIGHT: BUCK HEIGHT -7.1W • • • •�, /01Q ` '�>�• HORIZONTAL ROLLER - LM • • 7j/ �IR•2W7 �3IHnU0. NG 05/15/15 II 1111• • ALL RE. SerM�/Model: SeoM: Sh;t: 'L Drorirg No. R�r. • • • 7%P . • • !rT. O:AUTH. M208 HR-5510 NITS 3 OF 18 E.III MD-HR5510-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES I INSTALLATION OPTION_6 UGH INSTALLATION ANCHOREDTHROFRAME NT02X INSTALLATION OPTION 5 ANCHORED 7 21 R0R@--11 WOOD FRAME 2 B0UCKS RIP SEE THROUGH FRAME SEE INSTALLATION NOTES SH'EET2 (SEE SHEETS E-8) O ANCHORED THROUGH INTO METAL ONTEGRAL TYPICAL FOR ALL ' EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT 1 FINIFLANGE REMOVED) •XO' OR'OX' SASH WOOD FRAME OR SUCK- _L/n,�II STRIP. SEE NOTE 2, EDGE —�-{ 1/4' MAX. SHIM 19 16 30 16 �i I J \II SHEET 2. DISTANCE 13 �2 OPERABLE ' 28 1 EDGE J-CHANNEL -� #10OR#12STEEL / 'i SASH \ II DISTANCE FRAMESHOWN _ SMS(05). SEE �'�r- 1 rjlr TABLE 2, SHEET 2. O 1 28 _ I _ TYP. ANCHOR TYPE. 1/4• MAX SHIM FIXED 41 I L ^i EMBEDMENT AND 1 Q o �' EDGE DISTANCE PER TYP. ANCHOR TYPE, FIN AND/OR LITE I" 1111 VISIBLE III_ //�1 SUBSTRATe, SEE EMBEDMENT AND EDGE FLANGE MAY BE LIGHT WIDTH �I TABLE 2, SHEET 2. DISTANCE PER SUBSTRATE, REMOVED IN -FIELD _ _ (SCREW SHOWN) FIN 72 I SEE TABLE 3, SHEET 2 � o ill 13 B5 87 FRAME DADE APPROVED MULLION, D -- VISIBLE 42 EXTERIOR SHOWN 29 FBC COMPLIANT I (j11 LIGHTTM__�l / 14; ALUMINUMSTEEL FRAMING OPT- \ WEEP NOTCHES 3/4' X 1/4'- 1-114• X 1/4-- FIN FRAME SHOWN E 7YP. ANCHOR TYPE, EMBEDMENTAND C EDGE DISTANCE PER SUBSTRATE, SEE SEE —J TABLE 3, SHEET 2. -� EMBEDMENT F•�— INSTALLATION OPTION 5 VERTICAL ANCHORED THROUGH v4TE(aA1. FM SECTION D-D INTO 2X WOOD FRAME OR BUCK_ STRIP. SEE NOTE 2. SHEET 2. NLL -AUA- YIAtLIMEE I ING RAIL BUCK WIDTH HORIZONTAL SECTION C-C (XOX) . MIDSPAN OF INTFRI OCK INS TAI LATION AS PER SECTION D-D ABOVE IR' FROM EACH SASH 11111 I!// IER AND (1) AT CENTER OF SLESPAILS Y LYNfN ' Al • Q. • •• •�yr ;• • • `*;•0•Nc•5a75 • ;• 1 • .Q f •( • • 3LE LIGHT FORMULAS p 31 �� )UAL-LITE. XO & OX) %O�'••A (4� 1D7B TECHNOLOGY DRIVE D1:SUCK WIDTH/z-4-t/a' ' (C '-. ;'(ORIDP.•-' �2;` K VENICE. FL 3427S S ..... MT: BUCK HEIGHT -7-1/4' • • �f� S'/Q��n ��tti (N)-�wq • • �!!! •"� 1111 • •orn•arreya7roT Nalemle • • • • O'L`N_�' 705 • • OERT.O/AUTH 9m. 288 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALLATION OPTION 8 S ANCHORED THROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) 010 OR 012 STEEL SMS (G5), SEE TABLE 2. SI IEET 2. J-CHANNEL FRAME SHOWN PRODUCT REVISED •s com In9 with th• FI-Id. •ulldine • NOA-W. 17.0411.08 P.aPI-tion D• 9/2412020 / Re~ By JR V.I.: 03/27/17 R•Wlan: NO CHANGES THIS SHEET. By R.W.d By Data R-Wwl: Mi-7 rodue on 1 Dro•n Br J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 SM �: Smke HR-5510 NTS ShesF. 4 OF 18 Dnr•fnq No. M0.HR5510-01 Rer. B STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS _/ STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS — Bum d DESICCANT FOAM EXT.GIASS —. POLYISO- BUTYLENE SEAL ROLL -FORM! STAINLESS STEI EXT. CLASS — SILICONE -�-{ 114' NOM. 7/8' 718' NOM. 7M' NOM. 7/8' NOM 7a KODISPACE 511 6"AIA PVB 5/16" A/A PVB 5/16" A/A PVB 5116" A/A PVB 4SG TPS .7116" AIR SPACE- \ 7/16" AIR SPACE \ 3/8' AIR SPACE 3/8" AIR SPACE 1/8" A GLASS 1 118" T GLASS 3116' A GLASS 3/16' T GLASS-, aEXTERIOR a EXTERIOR EXTERIOR G] EXTERIOR --INT. GLASS Ca'BJ • 7aTe HOT -MELT BUTYL 3/18" NOM. GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SUPER 7/8' NOM �•�- 7.'8' NOM. f- —.{ 71W NOM. 7/8' NOM. \J SPACER NXTTM I i I r 5/16" H/H SG 5/16" H/H SG 5/1W H/H SG 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE IN7. GLASS. 1/8•' T GLASS 3/16" A GLASS 3116" T GLASS 1/8" T GLASS ALUMINUM 0 EXTERIORJ. � EXTERIOR a EXTERIOR <� EXTERIOR REINFORCEMENT Tale 7a7B Tare >s DURASEAIa (SSPACER GLASS ANT FILL AREA - 5118" NOM. IILICONE SEAL Te XL EDGETM USPACER r. cLAss Pert• REFERENCE DeaMpeon Mehdel 76 Kom rn erling 4SG TPS Specor Syslam 77 Ouaner Super Spicer nXT re71 Hot Nett Butyl See this 3tree1 78 Quanez Duresesl Sparer br M 9ledals 79 Cardinslxi Edge Specar TEST REPORTS: FTL-8717, 8988 8 8970 FRAMES PRODUCT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tars GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 12' NOM.O1A55 y 718' NOM, 7/8' NOM, 7&79 72 BffE TYP. 74 XTERK)R a1/4" O 7/16' WA SG AIR SPACE 7/16" A/A SG 1/4' AIR SPACE GLASS TYPES 5.7. 11 d 15 MAY NOT BE USED IN THE 28 3/16' A GLASS 3116' T GLASS HVHZ ABOVE 30'. • 29 7b EXTERIOR (� EX rY j EXTERIOR GLASS TYPES 10.12 d 1418 B 29 MAY NOT BE USED WfT11 Tale 767e • TABLE 6: Index to All Design Pressure and Anchor Quantity Tables (.arm. Met Wldh Met GlassR.W. Height Type Level Design Pre .m Anchor Ouantty AD N Da 75 63, 3. a 3 77 awe 4 111 a 20 10 76 78° 10-1T 14 -1 ♦ 12 8 22 11 ♦ 12 8 22 11 MAX 120' 3-6 83" S a 8 76B 3 9 7 23 12 4 13 6 24 13 4 14 a 25 14 1p. �„ 10-12 1l .18 4 13 6 26 15 1 1 1 18 8 27 I6 --ri-�-- a' MAX. O.C. ANCHOR CLUSTER DETAIL r-- \Y :NCHOR STER DETAIL 4s MAX D.C. r73-ANCHOR USTER DETAIL 8' MAX. O.C. 4" MIN. O.C. 2-ANCHOR CLUSTER DETAIL T.Al F R Glass Type- Design Pressure(lbse) 6-6 forXOor OXWndows RNed Lerel Rt At Buck Height. up Ic 34' AA Buck Width. +50 /-50 up to 76' — I—Lt 17 FLxi ANUHLWAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFCRCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES II CONFIGURATIONS) I7OERpR TABLE 7: Gina TYpea Design Pressure (bs s-e for XOorOXWMdows R.4nt L—I R2 At Buck Wig" up to W An Buck "' +651-70 uo to 7S SEE TABLE 18 FOR ANCHORAGE R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN -IT IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) [S1ERgR R ..T••SASHWIDTH F `, 'lk r m :■ F MEETING RAIL Empticl i'�■ JAMB NOTES; 1) USE THESE TABLES FOR ALL WINDOWS 111 I 1111 / / INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. N \` �I '• ' • ? • 2) FRAME DIMENSIONS ARE BUCK WIDTH AND ••iICEfISF '• BUCK HEIGHT (SHEETS 3-e} SASH SIZE IS AS PER THE FIGURE R'; •'.:� .A- • Np. 5�705• • •r • • 3) FOR SIZES NOT SHOWN, ROUND UP TO THE • • • •:- • • NEXT AVAILABLE WIDTH OR HEIGHT • � � •� •_ • • DIMENSION SHOWN ON THE TABLE 4)-1/44t2.1/4"AND "IrSl M1/3" INDICATE THAT[�` • THOSE STANDARD SASH CONFIGURATIONS :�'n A, A O -' 4/� 1070 TECHNOLOGY WINE FALL WITHIN THE SASH WIDTH RANGE IN THE'•.<ORlpP•.••• 'CUSTOM' ss/0 N.VENICE, FL 34276 ADJACENT COLUMN. INDICATES • • • • ��� r�vl 19/j)�BD-• THAT NO STANDARD SASH CONFIGl1RATIDMS • 111 1111 �i• prgtane�lTroT anu4lglEe.uR FALL WITHIN THE RANG. • • • • • • LITEM 706 • • C!RT. O•AllTttl2B298 ••• • • • • ••• • • vnw N' pets: fteWsllarc JR 03127/17 1 CORRECTED TABLES. IT PRODUCT REVISED Building In! wrath the Florlda NOA-No. 17-0411.OS Expiration Date 09/24/2020 Br / Mlenfl e rod..rod..t Control D DESIGN DN PRESSURE TABLES ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 Sadw/Mem I Scale I Sham: DroaMg Na. Rer. HR-5510 NTS 6 OF 18 1 MD-HR5510-01 B TABLE 8: Gl.er ryPee Design Pressur22 e HEADE0. SEE TABLE 19 FOR ANCHORAGE TABLE 9: SASH HEIGHT zz "m- SILL a O s/sH vmmH MEETING RAIL 0 25 22 22 JAMB txrrngR V •+501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE •• MIN. SASH SIZE = WINDOW WIDTH -5918 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL PRODUCT REVISED FRAME TYPES & as com 1yln arlth the Florida CONFIGURATIONS) Bundles Cods NCA-No. 17-0411.08 nN,..... N "i� Rr'v0 ni' acts R-,W- • JR NoauNeESTHssNer. Expiration Pat•09/2412020 • �•p���� cMs���1 i 03/27/17 • _ '.• • • • ts��•. • R°vteed Br. pot« ReNdon_ = *• AJ0 L370g NBam ro. uct Control • • : *♦ • • NOTES: %,, •cl • • • ® Dea:rlption: ��p ••. a ) ' . DESIGN PRESSURE Omm ey. 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH TABLES ' 'C '- �(/ J ROSOWSKI THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK 1070 TECHNOLOGY DRIVE '� �31 '•F.4ORIDP,. •' �'' Om°' HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE FOR SIZES NOT ROUND ��� PL VENICE, FI_34275 SHOWN. UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •• 4) AND-1&1/3-1/3^ kTE ••• �S�Q�AL�,d ��� i��"t� • HORIZONTAL ROLLER -LM ///}1 05/15/15 rl/4-112-1/4' MDRC THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH • • j I \ \ti1 �vrRprr• roieW6fREe, III- THE EIGE.��fl INTHE ADJACENT COLUMN. •CUSTOM"NDICATESTHAT NOSTANDARD SASH CONFIGURATIONSFALL WITHIN 0•• _ sn� Iftwhv �I �LYIII' El me, • • crrr IOgA17TH s2929e HR-5510 NT5 OF 18 MD-HR5510-01 B (IbefR�J s•a farXOorOXWindows Rein! Leel R9 At Buck Heights up m BJ' All Buek VIE +50 / 50 T wm7s Glass epr' sssn CoKpuralion sash wltlln Range On) Design Pr15 essure (Ihsrtt') for XOX Windows ReM. Lael R3 WYdow Buck Height �, �,� �. 3511a^ 11.391 - 11.391 .�.o sno I +So.o soo .so.D sp.o 38' ua0e -12308 .w.o so.o � +So.o -So.o .sD.o so.o 4s-va^ K-X•K 11.397.1a3s7 .Sao -Sao .So.o so.o .so.o soo -K 13.39e - t4.883 +50.0 .50.0 +50.D 50.0 .50.0 �r+O.D a-yr K-Y/-K 7t991-1z.2ar .So.o -so.o +So.c t so.o K-K-K 1z.z9e-15.558 +�,a -so.o .so.e sea Custom 11.391 -12018 .50.0 50.0 «50.0 ' SOa 52.179' y,_K-x 12.017 - 13.39r .5D.0 14-M.04 50.0 +SD.O �C.O K-K-K 13.398.17.018 •50.0 -SO.0 +50.0500 o:60' Custom 11.991-13.997 .50.0 50.0 a500 K�j(_y 13.398 - 15.380 .'.A.O s0.0 +50.0 j 50.0 �-K-K 15.367 - 19.541 .SD,O -Sa0 a50.0 -00.0 .SD.D 50.0 Custom 11.391 - 13397 +50.0 3Q0 +50.0 -500 +50.0 s0.0 75' %,K-+/+ 13.398 - 19.110 .50.0 -500 +50.0 s0.0 +50.0 50.0 K-K-K 19.171 - N.841 •50.0 � S40 +50.0 .50.0 +50.0 b0.0 Custom 18.350 - 19.397 +50.0 ',500 +SD.O �0 0 +49 t ^ .49. t• 98" 19.399-24.990 -SILO +50.0 50.0 .500 -50.0 Custom 24.381 -3a3B0 +50.0 -50.0 a50.0 .50.0 .50.0 50.0 72P %.K.y, -30.9aD .SD.O -500 +50.0 so.0 «49.7' -49.T ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Glen Type. Design Pm eure (bs)R) 6-8 forXOorOXVlfmdows Raid. Leal R4 AN Buek Heghta W to 72' ANB-1, Wldit + 50 /-50 W to 74 SEE TABLE 20 FOR ANCHORAGE TAIL G 1R• TABLE 11: TABLE 12: T... c + Glass Typo 5-8 Design Pressure (IbsMe) for XOorOXWindows Reim. LOW R4 Window Buck Helghl 48' 54' 1 U 2S1fY +650 -70.0 .65.0 -70.0 -65.0 .70.0 28' +850 .70.0 IT IN -70.0 +85.0 0 .65.0 -7D0 42' '650 .70.0 -65.0 -70.0 -65.0 1 -700 48" +550 .70.0 .65.0 .70.0 +8&0 •7DO W .85.0 -T0.0 +85,01 MID 75' +650 .70.0 .85.0 -711101 SEE TABLE 21 FOR ANCHORAGE Gins Types 10-12 RaM. L.a1el R4 Sash Conligumilon Sash VJICh R9nge ft) Design Pressu re (baM) for XOX Windows Window Buok Pat it 48" 54. er Custom 11.391 •13.397 +65.0 -1160 +65.0 .110.0 +e5.0 •110.0 60' 3(-%-X 13.306 -15.380 -05.0 .110.0 +860 .11" +560 •110.0 %-%-Y. 15.361 -19441 +65.0 -110.0 +65.0 -110.0 +660 -110.0 fi Custom 11.301.13.397 +6&D .110.0 +65.0 -110.0 -no •110.0 3p 75' )'ys_y 13.3%-19.110 -no -110.0 -no -110.0 -no -110.0 1� Yr%-% 119.111 -24.641 +6&0 A. 10.0 +66.0 -110.0 +e5.0 -11D0 01 C1Wam 17.641-19.391 +65.0 .110.0 -no .110.0 +650 -iO4.r B8' %-%-yes 19.398.24.360 +65.0 -110.0 -no -110.0 +65.0' -109.5• Custom 24.381-31.641 +65.0 -110.0 +65.0 410.0 +65J) •110A 120'29.841 -32515 +650 410.0 +B&D -/10.0 +e5.0' -104.6• 32.616-S0.841 +a Lo :lo.o -65.0 .110.0 +65.0 .110.0 14cr 1 cuaiom •• - 39.841 +85.0 .110.0 +65.0 -110.0 +65.0•-104.8• ,� SEE TABLE 26 FOR ANCHORAGE MIN. SASH SIZE - WINDOW WIDTH - 60.72 2 Gbns Types 14-i6 Snh COM tan 01++ � Snh WkllO Ranpa (In) Design Pressure (11ON,M=) for XOX Windows ReiM Letel R4 Wfatlow Buck HeIpM b' 1. or Cullom 11.391-13.397 +65.0 •110.0 +65.0 -110.0 +65.0 -110.0 e0' 13.398-15.360 +660 -110.0 .85.0 .110.0 +85.0 -110.0 %-%-% 16381-19.641 -85.0 -ino +e5.0 .11o.o -66.0 -110.0 q Custom 11.391-13.397 +n.0 -110.0 +85.0 A10.0 +65.0 -109.3 34 75' J4_),(_% 113.398.12.110 +850 410.0 .65.0 .110.0 +65.0 .102.0 19.111-24.641 -550 AIDA +65.0 .110.0 +85.0 •102.9 96' Llntom 17.641-19.397 19.398-24.360 -MO -110.0 .85.0 -110.0 +65.0 47.4 %-K-y. +550 .110-0 1 +e5.0 -110.0 -W.0 4ZO custom 24.351-31.641 +850 -)1o.0 +65.0 -110.0 +65.0 48.4 120' Y4-%-X 20.641 - 32515 +850 .110.0 -65.0 -109.8 +65.0 -94.3 %-%-% 32.518 - 39.641 +560 -110.0 +95.0 1 -105A +85.0 .80.8 140' Qatom -39.541 +650 710.0 +650 t •105.0 +Bs.O 75 Gins Typ. 10.12A 1418 Design Pressure QbsV) for XO Or OX Windows ReiM. Lem R4 Window Buds HdON 1. ST 75' 25412" +65.0 -110.0 +65.0 t10.0 +65.0 -110.0 28" -65.0 -110.0 +65.0 110.0 +65.0 .1I0.0 38" -85.0 110.0 +55.0 .110.0 +65.0 .110.0 42' +BSO 410.0 -65.0 -110.0 +no I -t10.0 48'- +850 .110.0 +60 .110.D .B50 -110.0 60' -MO .110o +05.0 AMD +85.0 -03.9 75' +6&0 -110.0 -65.0 -103.5 +55.0 4(10 Jee �RELt [L. A mvmut R fr Glass Types 65 B Sash C-10-11- Sash W1dth RaMe rot) Design Pressure (Ibsy111) for XOX Windows RdK LAW R4 Wlnd�' Buck Hecht 3fi Or 54- 58 Custom 11.391 - 13.397 .65.0 -70.0 .65.0 -T0.0 +0 85. -70.0 +45.0 45.3 80' %-%-% 13.398 - 15.380 +65.0 -70.0 +65.0 -70.0 +65.0 - 00.0 +W.0 •70.0 s sfi-Y-� 15.361 - 19.641 -85.0 -70.0 +65o -70.0 +W.0 -70o +95A -70.0 53 Qslvn 11.391 - 13.307 +85A -70.0 +85.1) 49.8 -83.3 S13 +53.2 -03.2 75' Y_%_% 11398-19.1f0 +650 -70.0 +85.D -70.0 +63.0 S63 +%2 S62 19A 11-240/1 +55.0 -70.0 +BS.O •70.0 +65.0 -70.0 +65.0 ASA ¢Y Q.t- 18.380 - 19.397 -65.0 -70.0 +W.9 W + 5 -65.5 +49.1 49.1 98' X-%-X 19.398 - 24.350 +65.0 -70.0 +62.1 -62.1 +se.0 �e.0 +50.3 L0.3 Custorn 24.381 - 30.39D +65.0 .70.0 +65.0 -T0.0 +&S.0 47.9 +57.0 S7.0 120' K_•h..� -30.38D +65.0 •70.0 ✓.+9.D 39.9 -55.5 S55 +49.1 -49.1 Teat +e MIN. SASH SIZE P IAsL LS YUK ANCHORAGE Ghas Typn 7 5 6 RehtC LeRI P4 Sash Cbmglntwn S'ah Wk9h Rerpa 0n) Design Pressure (Ibse) for XOX Windows yWrrlew Buck Hebm 3G 1. S4'I 83' Cuto. 11.391 - '13 3517 +65.0 -70.0 +65.0 -70.0 -65.0 -70.0 +68.0 -70.0 n.3oe•1s.3eo +es.o -ro.o .�,o .70.0 05.0 ro.D +es., -70.0 15.3M • 19.641 +05.0 -70.0 -05.0 1 -70.0 +660 -70.0 .65.0 -70.0 Custom 11.381 - 13.307 +65.11 1 -70.0 no -70.0 +BS.O -700 -65.0 11•70.0 75' 34_%-% 13.398-19.110 +05.0 -70.0 .65.0 1 •70.0 +65.0 -70.0 %-x-% 19.111 - 24.641 +85.0 -70.0 +650 -70.0 -65.0 .70.0 Cute. 1&360 - 19.397 +66.0 -RO +05.D• S7T'/+_)j_74 19.3N-24.300 -65.0 -70.0 +56.0 •70.0 t-M-70.0 +85.D• 48.8- Cto. 24.301 -30.360 +e5.0 -70.0 -f&O -70-0 +660 _MO 120' )(_%-X -30.360 -66.0 -70.0 -WO -70.0 +05.0• 47.2' -+a U FL)K GLASJ TYFF e '• MIN. SASH SIZE = WINDOW WIDTH - 59,28 2 SASH WIDTH SECTION DETAIL MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN M 23 JAMB Vargioq IN FIGURES APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) .�` NY LYNA, Remised �... ';• • JR • � Q: • • • • � � • • Revlead • * • • N0. 597059 � t1 • i 411411 : • • • • •: 1V= • - GLASS TVPE51612 6 1416 MAY NOT BE USED WITH J-CHMNEL OR MTEGRAL • FlN FRAMES PRODUCT REVISED romp)1y2p with the FbAde Building Code HOA-11o. 17-0411.08 E.Oul-tloa lost 09/24/2020 03/27/17 NO CHANGES THISSHEET. Sete: Revbk. Mle7 a Pre uct Contfof :SEE TABLE 21 FOR ANCHORAGE NOTES: - 1 - =p0 '. e I �� ' �� ® O+eeW"°"' DESIGN PRESSURE TABLES trtasm or J ROSOWSKI 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. srA . ,qA .• (v \ FIDRLOP,.' 1070 TECHNOLOGY DRIVE N. IIENICE, FL 51276: 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4} SASH SIZE IS AS PER THE FIGURE. • • 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE • �!✓.`rSf � t` 7�r (°ir�BD-l�• HORIZONTAL ROLLER - LM 05/15/15 • 4)-114.1/2.114- AND `t/3.113.1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE MOTH • 11 A,G1 L 1 �vr�Lsrts Ter 5mm..M m Sa>�/Med.0 see1.; Sa«t Ormrxp SASH FjAYCE IN THE ADJACENT COLUMN. 'CUSTOM'INDICATES THAT NO STANDARD t • A ll'A)IIiRLER, AE Nam Rer, SASH CONFIGURATIONS FALL WITHINTHE RANGE.• • • • }E44fg7�r • • • Q6RT.tx AM 512g2BB HR-5510 NTS 8 OF 18 MD-HR5510-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17 Glass Types Anchor Quantities for XO orOX Windows 6-8 Sash Width 30" H80t 38" Height 1 48" Height 54' Height 3D" Height 38" Height 48" Height Se Height �ni Head a Head a Head Head Head Head Head Heed Relnf Level & 511 A &SAI &SAI ' 8 SII1 A &Sill A 8 Sin & SIR m &SAI R1 Anchor Group A Anchor Group C 25-1l2 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 13, 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 131 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 y m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 $ 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 00" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 31 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 ;1 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group 0 25.112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 x 30" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+CZ+1 3 1+C2+1 3 m 42" 20,397 1+C2+1 2 1+C2+1 3A2+C2+2 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.307 1+C2+1 2 1+C2+1 31+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ow 29,397 2+C2+2 2 2+C2+2 32+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 36.897 2+C2+2 2 2+C2+2 32+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glace Types 5-8 Anchor Quantities for XO orOX Windows Sash Width 30" Height 36" Height I 48" Height 54' Height 30" Height I 36" Heighl I 48" Height 1 54" Height Reint Level& R2 Head Sill E Head 9 & Sill-1 E Head & Sill E Head E & S)II Head & Sill E Head L° &Sill E Head 8 Sill E Head - a Sol E ; Anchor Group A Anchor Group C x m 25-1/2" 12.147 Not Allowed 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 38" 17.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 42" 20.397 t+C2+1 2 1+02+1 3 +1 3 1+C2+1 3 48' 23.397 1+C2+1 2 t+C2+1 1 3;R;C2+2 3 1+C2+1 3 80" 29.397 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 75" 38.897 2+C2+2 2 2+C2+2 3 2 3 2+C2+2 3 Anchor Group B Anchor Group D 25-112 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 Ll+1 48 t 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 .0&+1 3 x 35" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 +1 342" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 21+C2+1 3+148" R3F 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3C2+1 360"29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 2+C2+2 2 2+C2+2 3C2+2 375" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+CZ+2 �+2 MINIMUM ANDHUK OUAN III IES SHOHlN..ALL ANCHORAGE MUST ALSO 'SM TABLE FOR DESIGN �I E ESSL COMPLY WITH THE MAX, D.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C. Spacing for "integral- Fin" Installation Anchor Group E Anchor croup F 3,8• 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PERJAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTRY: (2) ANCHORS AT THE FIXED SECTION A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE �ELEVATIOSEE ELEVATION, �•{ )+-- SEE ELEVATION, SHEET 1 SEE CLUSTER DETAIL1S, SHEET 9 1 SEE ELEVATION. SEE ELEVATION, / � SHEET 1 --� I SHE MEETING RAIL ANCHOR PATTERN AT SILL REPEAT FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+C3+2+C3+1 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR AT THE SASH * A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL I+— SEE ELEVATION, SHEET 1 -�— SEE E!EVATION, SHEET 1 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, ••,, E �ELLvA(�J / X / O X SHEET 1 • E / MEETING RAIL SEECLUSTER • • • • /� DETAILS, • REPEAT ANCHOR PATTERN AT SILL SHEETS • • NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH Max. Anchor O.C. Anchor AND BUCK HEIGHT (SEE SHEETS 3.4). SpjAW AC"Integral- �O1p F SASH SIZE IS AS PER THE FIGURES ON SHEETS &8. iin•Inslsllatlon 2) FOR SIZES NOT SHOWN, ROUND UP TO 4' THE NEXTAVAILABLE WIDTH OR HEIGHT • • __. i• DIMENSION SHOWN ON THE TABLE. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED es complyyi1ngg with the Florlds 9.,,d,.9 Cotls NOA-No. 17-0411.08 expintlon Dete 09/24/2020 m ADDED NOTE TO ANCHOR ¢` OTY. TABLES. > N j C,U) O C C?LY 0 } t!) In O an _ •c zM ^ JO ILL =z wLUFM ®� UVo W oLij9 J w one r` > cD - LL O rn ®g Z W Yws CO % Q C! (— Z W Z " i; O O NJ o If o ZQ O 2 lYN �r,'�. ` �1QN••��S U F No. 58705 .pO BTA a "',. T"ONAL"11111111IE, .�. A. LYNN MILLER, P.E. P.EASS706 TART F t a Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width On) 30' Height 1 36' Height 48' Height 1 54" Height 1 63" Height ght 36' Height 48' Height 54' Height 63' Height Reint Level FeedItl Head Head E Head E Head HeadIII Head Heed Head It R3 & Sill 8 SIII & Sill °; & Sill &SIII ' & S61 & SIII .10� & S81 &SIII Anchor Group A Anchor Group C 25112" 12.147 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 12 I 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4W.17.3971+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+C2+1 3 1+CZ+1 4 1+C2+1 4 1+C2+1 4 42' 20.397 1+C2+1 2 14C2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+Cp+1 +1 3�2+C2+2 4 1+CZ+1 4 1*C2+1 4 60' 29.397 2+C2+2 2 2+CZ+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2 2+C2+2 3+2 4 2+C2+2 4 2+C2+2 4 75' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2 2+C2+2 3 4 2+C2+2 41 2+C2+2 14 Anchor Group 8 Anchor Group D 25-112" 12.147 1+C2+1 21 1+C2+1 3 t+C2+1 14 1+C2+1 4 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 45 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+62+1 3 14C2+1 4 1+C2+1 4 1+C2+1 4 m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 UI+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75'36.697 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 121 2+C2+2 1312+Cx+2 4 2+C2+2 4 2+CZ+2 4 - IA arUH Uhb- YHtSSUHh Max. Ancho r O.C. Spacing for"Intagral- Fin" Installation Anchor Anchor Group E Group F 3.6' - 4" Glass Types Anchor Quantities for XO or OX Windows 8 -8 Sash Width 30" Helght 3V Height 48" Height 54" Helght 83" Haight 77 Height 1 30" Height 1 38" Height 48" Height 54" Height 63" Height 77' Height Rai"R4 HeadIII Head E Head Head Head Head Head E Heed E Head E Head Head E Head & Sill & SRI _? 8 Sol & Sol & Sill & Sul a SRI & Sin & Sil . a Snf m & SIII 2 & Sul Anchor Group A _ Anchor Group C 25.1/2' 12.147 14C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 151 1+C2+1 5 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C241 5 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 51 1+02+1 5 X, 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C241 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+CZ+1 3 1<2+1 d t+C2+1 4 1+C3+1 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+( 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" MAW 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 Anchor Group 9 Anchor Group D 25-Irr 12.147 1+C2+1 21 1+C2+1 13 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C2+1 5 ++ 212*J2+2 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 'd 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 a•1+We+1. 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 36" 17.397 t+C2+1 2 1+C2+1 3 1+C2+1 4 1+C241 4 1+C2+1 5 1+C3+1 •1+ 1 4 +C2+1 4 1+C2+1 5 1+C3+1 5 a] 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 •1+CQ+1• 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 d 1+C3+1 4 1+C3+1 5 1+C3+1 152+C2+2 2 t 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 2 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 d 2+C3+2 4 2+C4+2 5 2+C4+2 22+C3+2 L41 2+C3+2 141 2+C4+2 5 2+C4+2 5 Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Grmp F 3.2' 4" NOES: 1) FRAME DIMENSIONS ARE BUCK WDTH AND BUCK HEIGHT(SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 68. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A • TABLES. • • • • • • • • • • • SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY • • • • WITH THE MAX, O.C. SPACING SHOWN UNT"F ELEy1,TONQ, • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED s 6 W Iding Coyincomplg -Ith the Florida de NOA-No. 17-0411.08 EXPlration Data 09/24/2020 ey -- Mla—D Product Contra m ADDED NOTE TO ANCHOR e OTY. TABLES- REMOVED � GLASS 5 FROM TABLE 20. r; � � `1 ca z vi > ,sa o w zo > O y� O •loo O O p N W LO 0 r4 n n = a O IILLO z W6 0� C L) a Cl)vw JMO I-- Z 2 < 11.1 o J K m J GO � 8 � Fa" d' w LL O J O $ ® Z of 1»us D Q H = Q E— Z a Q' Z o O O o �s z O_ Q = •nn 'x+r; sews 1111uir�ll�� * No. 58705 * mAT;E - 0, • �i CCS'•.�ORIDA..•' \�� A. LYNN MILLER. P.E. P.E*DE705 TABLE 21: Gass Types Anchor Quantities for XO or OX Windows 6-8 Sash Width 30" Height I 38" Height I 4ir Heght 54" Height 63" Height 30- Heght 36" Height 48" Height 54" Height 63" Height ' Reinf. Le+et (�) Head Head HeadIII Head Head m Heed Head a Head Head a Heed & sir a sill o & sm a sin a sill &sill ' &sir 8 Sfll A & Sol W a Sin R4 Anchor Group A Anchor Group C 25-IIT 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 t V 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 9 38" 17.397 1+C2+1 2 t+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m Not Allowed 42 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 $ 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 311897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 14 Anchor Group B Anchor Group D 251/2 12.147FC2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 x 36" 17,3972 1+C2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 442+C2+2 U m 42' 20.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 48" 23.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 460' 29.397 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 475" 38.997 2+C2+2 2 2+C2+2 3 2+C2+2 a 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 Max, Anchor O.C. Anchor Spacing for "Integral- croup F Fin" Installation 4• SEE TABLE 11 FOR DESIGN PRESSURE TABLE 22: Glass Types Anchor Quantities for XO or OX Windows GLASS TYPES 10-12 & 14-16 Sash 10-12 & 14-16 MAY NOT RE USED 30" Height 36' Height 48- Height 54' Height 63' Height 76" Height 30" Height 36' Haight 48- Height 54" Height 63' Height 78" Height Width WITH J-CHANNEL Reinf Le%el (in) Head Head Head Head Head Head Head Head Head Head Head Head • OR INTEGRAL FIN & Sill &SIII 8 Sill m & Sill d Sill ' & Sill & Sit! a Sill & S81 8 SIII ' 8 SIII a SIII ' FRAMES R4 Anchor Group A Anchor Group C 25-V2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 t 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 x Not Allowed m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 F48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3 a). SASH SIZE I: 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25.1I2' 12.147 1+C2+1 2 1+C2+1 3 1 1+C2+1 141 1+C2+1 4 1+C2+1 5 1+C3+1 2 1+4C2+1. 3 ♦+C�+1 1+C2+1 4 1+C2+1 5 1+C3+1 5 AS PER THE FIGURES ON 28- 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 2 jyC2+e1 + +1 4 1+=2 `! 4 1+C3+t 5 1+C3+1 5 SHEETS 6-0. 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 2 1 2+ -0C +1 1! 1+C3+1 4 1+C3+1 5 1+C4+1 5 Y 2)FOR SIZES NOT m SHOWN. ROUND UP TO 42" 24397 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C3+1 4 1+C3+1 5 1+C4+i P 2 !R:2+1. 3+Cl+1 et 1+C3+1 4 1+C3+i 5 1+C4+1 5 THE NEXT AVAILABLE WOTH OR HEIGHT 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+G1+1 5 1+C4+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 g DIMENSION. SHOWN ON THE TABLE. 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+C4+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 75' 35.697 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+25 2+CAV 1 2+ + 4 #CA+2 4 2+C4+2 151 2+04+2 1513) SEE SHEET 9 FORA GUX1E TO USING THESE Tens ce NIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WrTH THE MAX O.C. SPACING SHOWN ON;HE CLEVATIONS. • • • • • • • SEE TABLE 12 FOR DESIGN PRESSURE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED eu, • �—Plr w NA th. Florida di.gde NOAa1.. 17-0411.08 [aplratlon Date09l2412020 By Miam a -du. ntre m AOCEDNOTETOANCHOR i CTY. TABLES. Li to Y inz co ""a u ° In o O 0 o o ❑ z also O U h 0� �c --3C) m Z-g �C! U Ld7 0� F .1 J 1110 tZWu ca _1 CO Z ° C, t— W W J O ®� Z afI"'' J F d F Z 6 Z O O O � o Q "O au ssro 2 r� �CNY LYN,y�/(.,, '� UCENSF ' , * No.58705 %�Q� • 'YiATE��� � /ONAL IE (v A LYNN MILLER P.E. P.E.# 58705 MINIW'M AN— r1l 1ANMTIFS 9NlNMd Al I ANCYACA— NII IGT AI—1—v--T .1— 11 e 1- 1- Glass ijrypes 5 8 Sash NGddth Anchor Quantities for XOX Windows 24- Haight 3D' Haight 38' Height 48' He Ipht 54' FGeigM 63' Height 24' HeigM 30' Height38' HeiyM 48' Haight54' HeIgM B3' HelyM Rehr. Le1e1 R3 Cm6plestrom Range On) Head & Si0 m Head & SIIM Head 8 Sir s -lead 8 SM s Heed 8 sit i HAad 6 TIE Head 8 Sn Head S SiB Head 8 BE Head E SIB Flow a SIT Head & SIN Anchor Group A Anchor Group C 95-114' Y+-%-)j 11.391 - 11,391 1+C2+O+q+1 2 1+C2+O+C2+1 2 1+C2+0+qN 3 1+C2+0+C2+1 4 1+C2+0+C2+1 1 1+q+0+C2+1 4 1+q+Orq+1 2 1+C2+0tq+1 2 i+C2+0aq+i I 1+q+0+C2+1 4 1+C2+0+q+1 1 1+C2+0+q+1 4 36' )i-X-)i U.30a-12308 .+C2+0+C241 2 1 1+C2+U+C2+1 21+C2+0+C2+1 3 1+C2+0+C2+1 4 1+q+0+q+1 4 1+q+O+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+q+1 4 1+C2+0+C2+1 4 t+C2+0+q+1 4 4S7/8' 11.391.13.397 14C2+0+C2+1 2 1+q+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C2+1 4 1+C240+q+1 4 1+C2+0+q+1 4 1+C2+0+C2+1 2 1+q+0+C2+1 2 1+C2+0+q+1 3 1+q+D+q+1 4 1+q+Wq+1 4 1+C2+0rq+1 4 19.�8-14.863 1+C2+O+C2+1 2 1+C2+O+C2+1 2 t+C2+p+q+1 t+ 3 C2+O+C2+1 4 1+C2+0+q+1 4 1+C2+O +C2+1 4 1++0+C2+1 q 2 1++O+C2+1 q 2 t+C2+D+C2+1 3 t+C2+0+q+1 4 Nq+0+q+1 4 1+C2+0+C2+1 4 47J14' X-36-34 11.391-12297 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 1+C2+1+q+1 4 1+C241+q+1 4 1+q+1+C2+1 4 1+q+1+C2+1 2 i+q+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 4 %.)1-% 12.298.15,558 1+C2+0+q+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+q+1 4 t+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+q+D+q+1 4 1+C2+0+C2+1 4 NC2+0+q+1 4 Custom 11.381-12.D18 14C2+1+C2+1 2 1402+1+C2+1 2 1+C2+1+C2+1 3 1+q+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 ! 1+q+14C2+1 2 1+q+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+q+1 4 1+C2+1+C2+1 t 52•I!9' Y,.%.% 12.017 - 13.397 1+q+1+C2+1 2 1+C2+1+q+1 2 1+C2+1+q+1 3 1+q+1+C2+1 4 1+C2+HC2+1 4 1+q+1+C2+1 4 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-%-34 13.398.17.016 1+C2+O+C2+1 2 t+q+0+C2+1 2 i+C2+1)+C2+1 3 1+C2+O+C2+1 4 1+q+0-C2+1 4 1+02+0+C2+1 4 1+C2+0+q+1 2 1+C240+132+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+g41 4 1+C2+O+C241 m Custom 11.391 - 13.397 i+q+1+q+1 2 t+q+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+q+1 4 1+C2+1+C2+1 4 1+q+1+q+1 2 1♦C2+1+C2+1 2 1+C2+1+C2+1 3 1+q+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 80' '/j-}S_)S 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+q+1 2 1+C2+1+C2+1 3 4+q+1+C2+t 4 1+Cl+t+q+1 4 1+C2+1+C2+1 4 1+q+t+C2+1 2 1+C2+1+CUI+C2-1+C2-1 2+1+C2+1 3 1+C2+1+C2N 4 1+C2+1+C2+1 4 t+q+1+C2+1 15.981 -192 1+C2+O+C2+t 2 1+C2+0+q+1 2 1+C2+p+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+q+0+q+1 2 1+C2+0+C2C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+q+0+C2+1 ! Custom ti.381-13.397 1-C2+3+q+1 2 1+q+3+q+1 2 1+q+3+q+1 3 1+C2+3+q+1 4 1+C2+34q+1 4 1+C2+3+q41 4 1+C2♦3+C2+1 2 1+C2+3+C2+3+C2+1 3 1+C2+3+q+1 4 1+C2+3+C241 4 1+C243+ 2+1 4 75' Y.-%-Y4 13.399-19.110 1+C2+2+q+1 2 14C2+2+q+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 1 1+C.2+2+C2ai 4 1+C2+2+C2+1 4 1+q+2+C2+1 2 i+C2+2+CC2+2+C2+1 3 1+C242+C2+1 4 I+q+2+C2+1 4 1+C2+2+C2+1 d %.%.K 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+q+1 2 i+C2+1+C2+1 3 14C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+Cq+1+C2+1 3 i+q+t+q+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 1A360-18.397 1+C2+3+C2+1 214C2+3+q+1 2 1+q+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+q+1 4 1+C3+3+C3+1 4 1+q+34LR+1 2 1+C2+3+CC2+3+C2 1 3 14C2+3+q+1 4 1+C2+3+q+1 4 1+C2+3+C2+1 4 1.).-M-� 19.398-24.360 1+C243+C2+1 2 1+C2+3+q+12 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 41+C3+3+g+1 4 1+C2+3+C2+1 2 1+C2+3+qq+3+q+1 3 1+q+3+q+1 4 1+C2+3+ 2+1 4 1+C2+3+C2+i 4 Custom 24.3B1-30.360 1+C242+C2+1 2 i+C2+2+q+1 2 1+C2+2+C2+t 3 1+G2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+pN 4 1+C2+24q+1 2 1+C2+2+CC2+2+C2+1 9 t+q+2+q+1 4 1+C2+2aC2+1 1 1+C2+2Kx+1 4 120" X-Yi-)� "-30.360 1+C2+3+C2+i 2 1+C2+3+C2+1 2 1+C2+3+C2+1 9 t+q+3+q+1 4 t+q+3+C2+1 { 1+q+3+C3+1 4 1+q+3+q+1 2 1+C2+3+(2+1 2 1+C2+3+C2+1 3 1+C2+3+q+1 4 1+C2+9+q+1 4 1+q+3aq+1 4 Anchor Gmup 8 Anchor Group D 354,14' Yr)i-K 11.391-11.391 1+q+0+C2+1 2 1+C240+q+1 2 1+C2+0+C2+1 3 14q+0+C2+1 4 1+g40+C2+1 4 1 1+C2+0+02+1 4 1+q+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+q+1 4 1+C2+D+C2+1 4 1+q+0+C2+1 I 36' )i-X-)S 12308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+i 3 1+C2+0+C2+1 4 1+q+O+C241 4 1+C2+O+C2+1 4 1+G2+D+C2+1 2 1+q+0+q+1 2 1+q+0+C2+1 3 1+C2+Q+C2+1 4 1+C2+D+q+1 4 1+C2+0+C2+1 4 45-118' 11.391 • 13.397 1+C2+0+C2+1 2 1+q+D+q+1 2 1+q+0+C2+1 3 t+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+q+0+q+1 2 1+C2+0+q+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 13.396 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+q+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+q+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1442+0 C2+1 4 1+C2+0+q+1 4 t+C2+0+C2+1 4 47374' y..jy-y 11.391-IZ207 t+C2+1+q+1 2 1+C2+1+q+1 2 1+C241+q+1 3 t+C".2+1+C2+1 4 1+q+14C2+1 4 1+C2+1+C2+14 1+C2+1+C2+1 2 1+C2+1+q+1 2 1+C2+1+q+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4 %-%-YS 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2.1 2 1+02+0+C2+1 9 1+C2+O+C2+111+C2+O+q+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+q+1 3 1+q+0=C2+1 4 i+C2+0+C2+1 4 1+C2.0+C2+1 4 Cuahen 11.391 -12018 1+C2+1+C2+1 2 1+C2+i+g41 2 1+q+1+C2+1 3 14C2+i+q+1 4 1+C2+1+C2+1 4 NC2+1+q+1 4 1+q+1+q+1 2 1+q+1+G2+1 2 1+C2+1+C2+1 3 1+C2+1+a+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 52-118' Y-)S-Y. 12017 - 13.397 1+q+1+C2+i 2 1+C2+1+C2+1 2 1+C2+14C241 3 1+C2+1+C2+1 d 1+C2+14C2+1 4 i+C241+C2a1 4 1+C2+1+C2+1 2 1+g41+q+1 2 1+C2+1+q+1 3 1+C2+1+C2+1 4 1+C241+q+1 4 1+C2+1+C2+1 1 Y-%-% 13.398.17.016 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+q+0+q+1 4 I+C24D+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+(32+O+C2+1 3 14C2+0 q+1 4 i+C2 0+C2+1 1 1+C2+O+C2+1 4 m Custom 11.391-13.387 1+CZa1+q+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+q+i+q+1 ! I t4C2+1+C2+1 4 i+C2+1+C2+1 2 1+q+1+q+t 2 1+C2+1+C2+1 3 1+q+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 80' X-Yr% 13.396 - 15.350 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+q+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 1 1+C2+1+q+1 4 1+C2+1+C2+1 2 1+q+1+C2+1 2 1+C2+1+C2+1 3 I4q+1+C2+1 4 1+C2+1+C2+1 4 1+q+1+q+1 4 Yi-Ye-X 15.361 •19.841 1+C2+0+C2+1 2 HC2+O+ga1 2 1+C2+0+C2+1 3 t+q+paq+t 4 1+C240+CN1 4 1+C2+O+C2+i 4 1+q+p+(2+1 2 1+C2+O+q+1 2 1+C2+O+C2+1 3 14C2*O+C2+1 4 t+q+O+q+t d 1+C2+0+C2+1 Custom 11.391 .13.307 i.g43+C2+1 2 1+C2+3+C2+1 2 1+q+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+q+1 4 1+C2+34C2+1 4 1+G2+3+C2+1 2 1+C2+3+q+1 2 1+C2+3+C2+1 3 1+C2+3+q+1 4 1+C2+3+q+1 4 1+C2+3+C2+1 4 75' }4'-y X 13.398 - 19.110 NC2+2+q+1 2 1+q+VC2+t 2 t+q+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+C2+1 4 1+C2+2+q+1 4 1+C2+2+C7+1 2 1+C2+2+C2+1 3 t+C2+2+q+1 4 1+C2+2+C2+1 4 1+q+2+C2+1 4 Ya-)i-% 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+q41 2 1+D2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+q+1 4 1+C2+1+q+1 4 1+C2+t+C2+1 22 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14q+1+C241 4 Custan 18.380.19.397 1+G2+3+C2+1 2 1+q+9+q+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+q+ 1+ q+ 4 /+C2+ 2 2 1+C2+3+C2+1 3 1+q+3+C2 1 4 t+C2+3+q+1 4 1+C2+3+C2+1 4BB' Y,%-% 10.398-24.360 1+C2+3+q+1 2 1+C2+3+q+1 2 1+C2+S+C2+1 3 1+C2+3+C2+1 4 1+C2+3+CPII 4 1+C2+3•C2 4 40H3+C2+ 2 WI+C2+2+C2+12 2 /*C2+9+C2+1 3 1+G2+3+C2+1 4 1+C2+3+q+1 4 1+q+3+q41 4 custom 24.381 .30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+q+ 4 1+C2j C2+ t4 2 2+ 1+C2+2+C2+7 3 i+C2+2+C2+1 d 1+C2+2+q+1 4 1+C2+2+(2+1 4 120' Y.-YIY "-80.380 1+C2+3+q+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+g41 4 1+G2+34C2+104 4 +Oa+34C2+ 2 2 1+C2+341-2+1 3 1+C2+34C2+1 4 1+C2+3+q+1 ! 1+C243+q+1 4 Max. Anchor O.C. Anchor Anclxx Spacing for "Integral- G oup E GroUp F Fin" Installation 2.9- 4' xt IAn�t a run utal�ry rneSwNt WINDOW WIDTH-8928. NOTES: MIN. SASH SIZE _ — _2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. e-W:.V "ITS RO+1 D UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • 3) SEE SIjE 7 OF. 11s NG THEM • • 3) SEE S19E AND' 1 1f3' DI 1Nr HEEL OSE �TANOARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE • iw HE A&.IACEWTC U C TOW_tNDTA THAT' NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • • • • • • • • • • • • • • • • • • • • • • • • • • • is. • ••• • • PRODUCT REVISED as comng Cplying with the Florida Buildiede NOA-No. 17-0411.06 F-plrati— Date 09/24/2020 Mhm ■ s uc ontno m ADDED NOTE TO ANCHOR = O,. 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ANAWN AN THE FI -1- Glass Types 7 6 B Sash Sash Anchor Gualltides for XCX VNndows 24- Height I 30' Height I 38' Height I 46- Heigtlt I 54' Height 63- Height 24' He" 1 30- H.V t 36- HelDft I 4W Height SC Height 1 83- Height Rand. level Coni9urelion Width Rarlge ^) Heed 6 Sll jil Meetl 8 Sa lil Heed a SB jjj Heed A SH H.1901 E Heed 8 Still i Hned 8 Sri Head 6 Sill Heed a Sll € Head 8 SYII'l Heed 8 SIT Iii Heed 8 S11 R4 Anchor Group A Anchor Group C 51/4' 38' 45-1/B' 41-314' 8 52-1l8' 75' 96' 12V ii-ii-Ys 11.391 - 11.391 Not Allowed 1+C240+(2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C240+C2+1 4 1•C2+0+C2+1 a t+C2+04C2+1 4 4, 12,308-12308 14C2+0•C2+1 2 1+C2+O+C2+1 2 1+C2+0•C2+1 3 1+C2+0+C2.1 4 1+C2+0-a-I 1 1+C2+0+C2+1 4 }j-y4_y4 11.391-13.397 1+C2+O+C2•1 2 1+C2+D+C2+1 2 I.C2•D+C2+1 3 1•C2.0+C2.1 4 1+C2+0+C2+1 1 1+C2+O+C2+1 4 Ys-h-j5 13.398-14.883 1+C2+0•C241 2 I•C2+O+C2+1 2 14C2+0•C2+1 3 1+C2+0+C241 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 %.%.)/4 11.391-12.297 1+C2+1+C2.1 2 1+C2+1•C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2!1+C2+1 4 12298-15.558 ,+C240+C2+1 2 1•C2.0•C2+1 2 1•G2+O+C2+1 3 1+C2+0•G2.1 11+C2+O+C2H 4 1+C2+0+C2+1 4 Custom 11.39 1 - 12.016 1+C2+1+C2+1 2 1+C2+1•C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2•I•C2H 4 1•C2+1+C2+1 4 �.}S_){ 12017-13.397 1+C2+1+C2+1 1+C2+OH2-1 2 1+C2H•C2+t 2 1+C2+0•C2+1 2 I-C2+1+C2+1 2 t+C2+0+C2a1.3 3 I-C2+1+02+1 1+C2+0+C2.1 4 1+C2+1+C2+1 4 1+C2+0+C2+1 4 7+C2+1+C2.1 4 4 1+C240+C2.14 X-SS-X 13.398-17.D18 Custom 11.391 - 13.39T 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13395-15.300 1+C2.1+C2+1 1+C2•O+C2+1 1+C2+3+C2+1 14C2+2+C241 1+C2+1+C2+1 2 I-C2+1+C2.1 2 1+C2.OK2+t 2 1+C2+3+C2+1 2 1+(2+2+C2+1 2 1+C2+1+C2.1 2 14C2+1+C2+1 2 1+f.240+C2+1 2 1+C2+3+C2+1 2,+C2+2+C2+1 2 I+C2+1+C2+1 3 1+C2+1•C2+1 3 I+C2+O+C2+1 3 1+C2+3•C2+1 3 I•C2+24C241 3 1+C2+1+C2+1 4 1•C2.1+C2+1 1 1+C2+O+C2+1 4 1+C243+C2+1 4 1+C2+2+C2+1 4 1+C2414C2+1 4 1+C2+1+C2+1 4 4 1+C2+0+C2.1 4 4 1+C2+3+C2.1 4 4,+C2+2+C2+f 4 4 1+C2+1+C2.1 4 }S_Yr_js 15261 -19.EN Custom 11.391-13.397 K. -� 13.396-19.110 K.Y4-y° 19.111-24.841 Custom 18.360 - 19.397 1+C2+3•C241 2 1+C2+3+C2+, 2 1+C2+3+C241 3 l-C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Y4-%-% 19.398 - 24.360 I+C2+3+C2+1 14C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+(2a, 2 1+02+2+C2H 3 1+C2+3+C2+1 3 1+C2+2+C2+1 d 1af2+3•C2+1 4 1+C2+2+C2+1 4 1+I2+3+C3+1 4 d 1+C3+2+C3+1 4 Custom 24.361-30.350 Y4_Yy_y -30.360 I+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2.1 3 1+C2+3+C2+1 4 14 C2+3+C2+1 4 I+C3+3+C3.1 4 Anchor Group 8 Anchor Group D 35414" Y°-Ys .% 11.391 - 11.391 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C240+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C240+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 6 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38. %-%-% 12.308-12.308 I+C2.O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 I+C2+O+C2+1 4 1+C2+0+C2+1 4 1•C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2-0-C2+1 2 1+C2+0+U-1 3 i+C2+0+C2+1 4/+C2+O+C2+1 4 1+C2+O+C2+, 4 %-%-% 11.391-13.397 1+C2+0+C2+1 2 I-C2+U+C2+1 2 t+C2+0+C2+1 3 14C2+O+C2+1 4 1+C2+0•C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2a1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+t7+0+C2+1 4 45-lAr li K% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14('.7+D+C2+1 3 1+C2+0•C2.1 4 1+C2+0•C2.1 4 1+C2+0•C2H 4 1*C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+G2+1 3 1+C2+0+C2+1 ! 1+r.2+0+C2+1 1 1+C2+O+C2+1 1 i.%.% 11.39t-12297 1+C2+1+C2.1 2 1+C211IC2+1 2 1+C2+1+G2+1 3 14C2+1+C2+1 4 1+C2+1+C2.1 4 1+C2.1 2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 3 1+C2+14C2+1 4 1•C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4' 12.298-15.558 1+C2.0+C1+1 2 1+C2+0+C2+1 2 1•C2+0•C2+1 3 1+C2+6•C2+1 4 1+C2+O+C2+1 4 O+C241 2+O+C2+1 2 1+C2+O+C2.1 2 1+C2+O+C2.1 3 1+C2+0+C2+1 4 1+C240+C4+1 4 1+C2+0+C2+1 4 Custom 11.391-12.018 I+C2+1+C2+1 2 I•C2+1+C2+1 2,+C2•I+C2+1 3 t+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1 2+1+C241 2 1+G2+1+C2+1 2 I+W..+I+C2+1 3 I+C2+1+C2+1 4 1+C241•C2+1 4 1+C241+C2+1 4 52-118' Y.-SS-M 12.017-13.397 I-C2+1+C2+1 2 1+C2+1+C2+1 2 t•C2+1+C2H 3 14C2+1-C2+1 4 1+C2+1+C2.11 t.C2+1241+C2+1 2 I-C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+(241+C2+I 4 1+C2H4C2+1 4 Ys•Ys-ii /7.398-17.016 14C2+D+G2H 2 1aC2+0•C2+1 2 1+C2+0+C2+1 3 1+C2.O•C2+1 4 14C2+0•C2.1 l +O+C2+1 2+O+C2H 2 1+C2+6+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 l 1+C2+O+C2+1 4 1•(�+0•('.2+1 4 Gusfam 11.791-13.397 I+12+1•C2+1 2 1+C2+NC2+1 2 1+1x+1+C2+i 3 1+C2H+C2.1 1 1+C2+1+C2+1 ! •1+G2•1 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2•1+C2a1 3 1+C2+1+C2+1 1 1+L2+1 •C2+1 4 1•C2+1+C2+1 { 80' %_%.% 13.398-15.300 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+(2+1+C2+1 3 1+C2.1+C2a1 4 NC2+HC2+1 4 1+C2+1 2+1+C2+1 2 1•CPH+C2+1 2 1+C2+1+C2+1 3 1+C2+NC2+1 4 1+C2+14C2+1 4 f+l2+NC2+1 4 %-%-Y. 15.361-19,641 1+C2-NC2+1 2 1+C2+D+C2+1 2 1•C2+O+C2+1 3 I•C2.O+C2+1 4 1+C2+O+C2+1 1�2C2 4 D•C3+1 N1*1;2*C,7+1 C2+D+C2+1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+Q+C2+1 4 1+C2.O+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 I+C2+3+C2+I 2 1+C243+C2+1 3 I+C2+3+C2+1 4 1•C2+3+C2-1 4 +3+C2+1 C2+3+C2H 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 1+C2+3+C2+1 11+C2.34C2+1 4 1+C2+3+C2+1 4 Y4-%-Y4 13.398-19.110 1+C2.2+C2.1 2 1•C2+2•C2+1 2 1+C2+2+C2+1 3 f+C2+2+C2+1 4 I+C2+2+C2+1 4 +2+C3+1 C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C2+2+C2+1 4 f+C2+2+C2+1 4 1+C2+2+C2+1 4yj-'/-% 19.111-24.641 1+C241+C2+1 2 1+C2+1+C2+1 2 1+12•1+C2+1 3 I+C2H4C2+1 4 1+C2+1+C241 4 1+C3+1 2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2.1 3 1+C2H+C2+1 4 1-1 1+C2.1 4 1+C2.1+C2H4 Custom 18.300-1g-397 1+C2+3+C2.1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1! 1+C2+3+C2+ ,p4C3 2•j+C2+ 2 VC2+3+C+1 2 1+C2+34C2+1 31+C2+3-U+1 4 1+C2.3+C2+1 4 1+C2+3+C2+1 198' Y4_+h_y4 19.398. 24.380 1+C2+3+C2-i 2 1+C2+3+C2+1 2t4C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C 1 4 +3 h342.1►2 OC2410+C2+1 2 1•C243+C2+1 3 1+C2+3+C2+t 4 1+C2+3+C2+1 4 1+C2+3+C2H 421..360 1+C2+2+C2+1 2 1+CC2•2+C2+1 31+C2+2+C2+1 4 1+C2+2+C2+ 4 >fp•C3 �+21�2+ 2 C2+t 2 1•C2+2+C2H 3 14C2+2 •C2•1 4 I+C2+2+C2H 1 1•C2+2+C2+1 a 20' h-Y4-Y -30.380 1+C2+3+C2+1 2 1+C2+3+G2•1 2 1+C2+3+C2*1 3 I+C2+3+C2+1 4 1+C2•3+ 1 +3 3• +3�2+ 2 tC2+3-00+1 2 1+C2+3+C2+1 3 i+C2+J+C2*1 6 1+C2+3+C2+1 1 1+CZ+3+C2.1 4 W WDOW WIDTH - 5928 "MIN. SASH SIZE = NOTES: SEE TABLE 14 FOR DESIGN PRESSURE Max- Anchor O.C. Anchor 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE Spacing for "Integra l- G90PF FIGURES ON SHEETS 6-8. R60RMJE• NOT SHOW4,RO"j_IPTOTHENEXTPy�I�BLEWDTHORHEIGHT DIMENSION SHOWNONTHE TABLE. Fin" Installation 3.T •3)SEESFEET9FOR GUMETO41SINGTHEYTV.LES •Mj'1f4-i/2M 14'AND'1i-ilyl/3'Ir�ICATE TH"T TYj7SE5 ARD SASH CONFGURATONS FALLWITHIN THE SASHWIDTH RANGE • IN 4HEADlACENFCQUMY.'000TOM'ylD1C•/TEf THA O STANDARD SASH CONFIGURATIONS FALL WIIHIN [HE HANGE. • • • •- • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as eem na with 11e Florida Building a NOA-No. '17-0411.08 expiration Date 09/24/2020 By Mlam uc ontro `O ADDED NOTE TO ANCHOR OTY. TABLES. L' Y m > o u3 O 4 ❑ Z °I°0 W to AH li Z IL N =7 Ui U Hw a .t LU J °N IZL > � ED J DM0 00 a Z u I W J LL � J r O z E I� Q z � Zz N �s p O o ow �I)1 sa6 sau°5 `11111111 I111r , �`aCNY LYNy %�,n ••. STATE F� •���` oR10P.. •'GN ONALIEN��` A. LYNN MILLER. RE P.E.e 58705 Glass Types to- 12 Anchor Ous natl•s for XOX Win dows gash Sash �� 24- Height 1 33' Heiijd 1 38' HoWt t8' Height 5l' HegN 63' Hegm 24' FN9M I 30' Hegtd 36' 1kipM 44 F+eipM 54' Flelgly 83• HNyM Ree Lml R4 O1n4puretkal P-V- M) Head 6 SIN v € Hmd 6 Sln Head 6 SM III Heed 6 3M a m Head s SM E Head 8 9AI i Heed a SPt Heed 6 SIR Heed 6 SIB IEl Head 8 Silf E Hftd 6 Sun Heed & S01 Anchor Group A Aedhor Group C 35-1/4' 38' 461I8' 47-W4' 52-1/8' m 60' 75• 9t- 12(Y 140' Y-Y-K 11.391-11.391 Not Allowed 1.C2+0+C2+1 1-C2+O+C2-1 1+C2-0+C2+1 1+C2+0+C2+1 t+C 2-0+C2+1 f+C2+0+C2+1 1+C2-O+C2+1 1-C2+OtC2a1 1+C2+D•C2.1 1+C2+2+C2+1 1.C2+1+C2+1 1-C2-0•C2+1 1-C2-2+C2+1 I+C2+2-C2+1 1+C2.0+C2+1 I+C2+3+C2-1 1+C2+3+C2+1 I+C2+2+C2+1 2+C2+3+C1.2 2-C2+2+C2+2 2 1+C2+0+C2+1 2 1+C2-O-C2+1 2 1-Ct+O+p+1 2 1-C2.O•C2.1 2 I.C2+C+ C2+1 21+C2+0+C2+1 2 1+C2-D+C2+1 2 /+C2+O+C2.1 2 1+C2+0+C2+1 2 1+CZ-2+C2+1 2 1+C2-2-C2a1 2 1+C2+0-C2+f "2 2 1+C2+3+C2+1 2 1-C2-2+C2+1 2 1.C2.D-C2./ 2 1+C2-3-C2-1 2 1-C2+3+C2+1 2 2-C2+2+C2+ 2 2 2+t2.3+(2+ 2 2 C2♦3 C2+2 2 21+C2+O+C2+1 2 1-C2-0-C2+1 21+C2+O+C2+1 2 1+C2+O.C2+1 2 1+C2.O,C2+1 21+C2.O+C2+1 2 1+C2-0+C2+1 2 1+ C2+0•C2+1 2 1+C2+0•C2+1 2 1+C2♦2+(2+1 2 1+C2-2+C2-1 1+C2+1).C2+1 2 1-C2+3+C2+t 2 1+ C2-3+(2+1 21+C3+0+pi1 2 i• C2+3.t2.1 2 1+C2+3+C2+I 2+C2+2+C2+ 3 2 2.C2-3+C2+ 3 2.G2.S.C2+ 3 3 1+C2+0-C2+1 3 1+CT•O+C2+1 3 1+C2+0-C2+1 3 i+C2+0-C2+1 9 1.f2+0-(2a1 3 1+C2+0.C2+1 3 1+p+0+p+1 9 1+q+0-p.1 3 f.C2+0.C2+1 3 t+C2+2+C2+1 3 1+C2-2aC2-1 3 i,p+0+q+1 3 iK2.3+p.1 3 i+p.3+p+1 3 I+p+0+C3-1 3 I+qH+q+1 3 1+CJ-NC30 2+C3-3+q+ 2aq.4.q+ 2+q 3 p+2 4 1+C2+0-C2-1 4 1+C2+0-C2+1 4 1+G2+D+G2+1 4 i+C2+0+C2+1 4 t+p.O+p.1 4 1+C3.O.p.1 4 1+C3+0+C3-1 4 t+p+0+C3+1 4 1+CJ+0•C3+1 4 t.p+2+C3+1 4 1.q.2+C3+1 4 I+C3+0+C3-1 4 1.p+3+0+1 4 1-p+3-f3+i 4 1+GM +G+i 4 1+pM.p.111+G•4+G.1 4 1+C3+4+p-1 4 2aq+3+q- 4 2+q+1.q+ 4 Z+G•3•Ga 4 1+C2+0+C2+1 A 4 1+C2+O+C2+i 4 4 1+C3-O.p-I 4 4 I.C3-O.C3-1 4 4 1+q+O+p-1 4 4 1+C3+0+p+1 4 4 1-C3-0 C3+1 4 4 1+q+O.q-1 4 4 t.., O.q+1 4 4 1+0+2++7 4 C3 4 1+C3+2+C3+1 4 4 1+G+O+G+1 4 4 1+C3-3♦p.1 4 ! 1-C4+3.G•1 4 4 1+G+0+G+1 4 4 4 1+C4+4+C4+1 t 4 2-C4.3-G+2 4 4 2+U+4.04.2 4 4 2+C4-3+C4+2 4 K-K-K 12.306-12.308 Y-K-Y 11.391.13.397 K-K-Y, 13.398 - /4.883 %-K-Y 11.391 - 12.297 K-K-Y 17298.15.55E Cuslan 11.301 - 12.016 Y-K-Y 12.017-13.397 K-Y-% 13.396 - 17.0111 Custom 11.391-13.397 Y•-K-X 13.31i6 - I5.360 K-K-K 15.361 - 79.641 Custom 11.391 .13.397 Y-K-Y 13.396.19.1 to K-K-K 19.111 - 24.641 Cualam 17.BN-19.397 Y.-K-Y 19.39E-24.3E0 Ya-K-K 24.361-31.811 Y-K-Y 29.641-32.515 31-%-K 32.518-39.641 Cuslan - - 39.6/1 2+C2+3+C2+ 2 2-C2+3+C2.2 2 2-C2+3+C2+ 9 2aq+4+p+ 4 2.G+4+G+ 0 2+G•4+C4-4 Anchor Grasp B Antlwr GIOep D 36-1/4' %-31-% 11.391-11.301 1+C2+O+C2+1 2 1+C2+0+C2+1 2 f+C2+0+C2+1 3 1+C2+0-C2-1 4 I+C2+0+C2-1 4 1+C2+0-C2+1 4 1-C2.0K2+1 2 1+C2+0-C2-1 2 /++0+Q-1 ] C2 1-C2-U1+C2- 4 t-C2-0-C2a1 4 1•C2-0-C2-1 4 38• %-Y-K 12.306-12.308 1.C2+OC2 ++1 2 I-C2.0-C2.1 2 1-C2+0-C2+1 3 1.C2+D+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2-0.C2.1 2 1+C2-O+C2+1 3 1+C2+0,+C2+1 4 1+C2+0+C2,t 4 1+C2+0+a+1 4 45.1/6' Y-Y % 11.301-13.397 1-02+0+C2+1 2 I+C2-0+C2+1 2 1-C2-D-C2-1 3 1-C2-D-C2+1 4 1+C3-0-C3-1 4 1.C3+D+C3-1 4 1+C2+O.C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0.0 2+1 4 1+C2+0+ 2+1 4 1+C3+O+C3.1 ! Y-K-K 13.398-14.883 1+C2+0+C2+1 2 1+C2+O+C2.1 2 1+C2+0+C2-1 3 I+C2+O-C2.1 4 I+C240+C2+1 4 1-p+0+C3+1 4 t+C2+0-C2+1 2 I.C2+D-C2a1 2 1+C2.0-C2-1 3 1+C1-0+C2+f 4 I-C7.0 C7+1 4 1+C3+0+p+1 4 47-14' Y-YrY 11.301-IZ297 1+C2+0+C2-1 2 1+C2+0+C2+1 21+C2+0.C2+1 3 1+C2+0+C2+14 1+q+0.C3+1 4 1+C3+0+CS+i 4 1+C2+D-C2+1 2 1.C2.0.C2+1 z 1+C2+alx+1 3 1+02+0+C2+1 41+C3+O+p+1 41+C3+0.p+1 4 - -K 12296-15.558 1+C2+0+C2+1 2 1+C2-O+C2+1 2 1+C2+0+C2+1 3 1+C2+0.C2+1 4 1-C3+D-C3+1 4 1+C3-O,C3-1 4 I+C2+D+C2-1 2 1.C2.3-C2+1 2 t+C2,0+C2-1 3 1+C2-0•C2.+1 4 t.C3.0-C3-1 4/-p♦0-C3+1 4 Clsbm 11.391-12.015 1+C2+0+C2+1 2 1+C2.0+C2-1 2 1+C2+0+C2+1 3 1♦q+0+C3.1 4 1+C1-0+C3+1 4 1-C3+0+C3.1 4/+C2+0-C2+1 2 I+C2+D.G2+1 2 1+C2+D+ 2-1 3 1+03+0+p+1 4 1+p+D-p+1 4 1-C3-0+C3+1 4 52-1/8' 3(--K_Y. 12.017 • 13.307 1+C2+0+C2+1 2 t+C2-0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 i+q♦0+C3+1 4 1 1-p+0+C3+1 4 1+C2.O+L2+1 2 1+C2+0-C2+1 2 1+C2+0-C2+1 3 1+p70-p+1 4 1+p+0.C3+1 4 1+C3+0+C3.1 4 - K-Y.-% 13.3M - 17.010 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0.C2+1 3 1-p-O+p•1 4 1+p+O+C3• 1 4 1+C9+0•p-1 4 1+C2+0-a+1 2 f+C2+0+C2+1 2 1-C2+O+C2-1 3 1-C2+6+C2-1 4 1+q+O+C3+1 4 1+p+0+C9-1 4 .4t�C Custom 11.391 •11,317 1+C212+C2+1 2 1-C2+2-C2-1 2 1+C2+2+C2+1 3 1-C2a2+C2+1 4 1+03+2+p+1 4 1.p-2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2-C2.1 3 1-L2+2+C2+I 4 1+C3.2-C3-1 4 1-C3+2.C3-1 4 m 6C Y-Y-I(r 13.396-15.360 1+C2+2+C2-1 2 1+C2+2-C2-1 2 1+C2+2+C2+1 31+C2.2+C2+1 4 1+C3+2+C3-1 4 1+C3-2+p-1 4 1.(2+HC2-1 2 I.C2+faC2+1 2 1+C2N+C2.1 3 1.C2+1+(2+1 41+C2+1+p.1 4 1+p+1+C3+1 4 ji Y-K-K 15.361 - 19.641 1+C2+0-C2.1 2 1.C2+(>-C2+1 2 I-C2.0.C2+1 3 t.p+0+C3+1 4 I+C3+O+pa1 4 1-G+D-C4.1 4 i.C2-0-C2-1 2 1.C2.0- 1 2 1+C2.0-02.1 3 I-C-0.C3.1 4 1+C2+0+q.1 4 1+C4+0-G+1 t Custom 11.991-13.387 1+C2+3+G2+1 2 1+C2+3+C2+1 2 1+C2,3+C2+1 3 1+C2+3+C2+1 4 1+03-3+C3-1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2-C2-1 2 1.C2+3+C2-i 3 1-C2-3-C2+1 4 1+C3-3-C3+1 4 t+p+3+p+1 4 7S Y-K-ti 13.39E • 19.110 HC2+2+C2N 2 f.C2+3+C2+1 2 I+C2-3+C2+1 3 1+C3+3.CJ+1 4 1-C3+3-C3+1 4 1+CA+3+G+1 4 1+C2+2+C2+1 2 f.C2.2-C2+1 2 1+C2+2-C2+1 3 1+p-2+p-1 4 t-C3+2+q-1 4 1+G,2+G+1 4 K-K-Y. 19.111-24.641 1+C2+0+C2.1 2 1-C2+0+C2+1 2 1+p,0+C3+1 3 f+C3-o-p.1 4 1+G+o+G-1 4 1+G-O+G+1 4 1-C2+01C2+1 2 1,C2+0+C2+1 2 1+C3+0+C3.1 3 1,C NO-p+1 4 1+G.0+G+1 4 1+G+O.G+1 4 Custom 17.641 - 0.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1.p+4+C3+1 4 1+f3+4+p+1 1 1+G+4-C4+t 4 1+C2+3+C2+1 2 1+C2-3-C2+1 2 1+f2+3+C2+1 3 f+p+4+p+i 4 1+p+4.p+1 ! 1+G.HG+1 4 08' Y.-K-Y 19.398-24.360 1+f2a3aC2.1 2 1.C2+3aC2.1 2 1+C2+4-C2.1 3 1.<3H-p.1 4 1-q+4+C3-1 4 1a a 1 C2+1 1-J-C2.1 2 1+C2+3+C2+1 3 t+c3.3+q+1 4 1-C3+3-C3+1 4 I+C4.3+C4+1 4 Y' 24.361 •31.041 C2-2+C2+2 2 2+C2+3-C2. 2 2+C2.3+p+2 3 2+p-3+p+2 4 +C3+3-C3- 4 G+3+Ga • /I2.i7C2.1 2 .Cj 2+C•2+1.2 1+C2+2+C2+1 3 1+C3+NC3a1 4 Np-2-C3-1 4 1-C4.2+G+1 4 12P Y'Y'Y 29.641-32.515 C2+3-C2+2 2 2+C2-3+q+ 2 2+C2+4+C2+ 3 2+q+4-CJ+ 4 +CS-C3+ 4♦ +4+C4+ 2+ C2 2 .CA3+14-2 2+C2+3-C2- 3 2-p.tap+ 4 2+C9+4+p. 4 2-CA+4aG, 4 K-Y-Y 32516-19.641 (2+3+C2+ 2 2+C2.3-C2a 2 2+C2-3-C2.2 3 2+p-4+C3+ 4 +G+4+G+ 4 �2+C4-4+C4- 2+CSµ♦CS+ 4 2•C2+yC2 aCrS +2 2 2 a3+(2+ 3 2+p+3aq+ 4 2+G-3aG• 4 2+G+3.G+ ! I40' Custom -39.641 2+C2+3+C2. 2 2+C2.3+C2a 2 1-4+C2-2 3 2+C3-4.p+ 4 4 4+ 2- �C2+ 2+(x.3+•2.2 aft+3+C2a 3 2+q+4+C3+2 4 2+GM+G+2 4 2+fA+4.G+ 4 SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). 'GLASS TYPES 10-12 6 14-16 "MIN. SASH SCM a WINDOW WIDTH -60 72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 68. MAY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN• ROUND UP TOar•E ha•VAILABLE WIDTH Qr6W]GHT OIMWSION,§ 41N ON THE TABLE. JLHANNEL OR INTEGRAL 3) SEE SHEET 9 FOR A GUIDE TO USINGVrHESE TABLES. • • • • • • • FIN FRAa.£5 4)'1/4112-1/4' AND IN INDICATE •HAT THOME STANDARD ASH C4NFlGURA4 4'A:L VBTHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM•INDIEATES4rHAT No SMND&RD S•SH COYFKjIRA&?ONS f•4LL WITHIN THE RANGE. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as a in-1111, the Florida Buliding ode NOA-No. 17-0411.08 FaPlmtlon Date09/242020 13y Mlam -du.-du.t Control °1 ADDED NO7E TO ANCHOR r OTV. TABLES. � � m Z w tc3 O o 2� 7 O _O LO LO 9 0Ui 0 K -j VIVO �ZM L) }� W LL Q F� � J Q m Q I-- Q Z Z ­ 5 o O O o N w U of to o ZQ O gnu 'otaD r LY%, ", '� • �ICENSF !fljl`i� * No. 58705 -_ N *_ - 0 ZORION ,� ,.• 3��1 7 : ` lug; S;ONAL1IIIIENG . A. LYNN MILLER Y.E. P.E.a 58705 -N— IM —M 111 IANTRILS 9H/1WN Al 1 I IMCIPAr1P MI LCT Al r- C—Pl V 1 t3J9 MAY D C IIPAr11Nl] SN 11UlN 11NTNP FI PVATIr1NS Gyie T,p" 14- 16 Snh Anchor Ou•nthie• for XOX Windows 24' Height 30' Hal N 9 38• Hel t 9h 48' Height 54- Ha1ght 63' HNBM 24' [bight 30' Hei9N 36' H,,19M Hd9 4ir N 54- He kM 83' HebN Reint Le-ei R4 Conlgvml.n Wdh Range (in)Hsed 8 SIR Head 6 Sill N III Hrsd 6 SR ' Head 8 SIIjjj —d 6 SII Head 6 SII Heec 6 S01 IMed 8 Sul y1s E Heed a SM Heed 8 SIR p i kad 6 SIRu Head 6 SM Meteor 4yG11p A Meteor Group C 361,14' 3w 45-118' 47J 4' 52-1I6' m 80' � K-K-K 11.391-11.391 Not Alowed t+C2+0+C2+1 21+p+0-C2+1 21-p,0+Q+1 3 11-C2+0+C2+1 41+C2+0+Q+1 41+C2+01C2114 %-%-Y 12.308 - 12.308 1+C2+D•C2-1 2 1+Q-0-C2+1 2 1+p-C Q+1 3 1+C2+O+C2+1 4 1-Q+0-Q-1 4 1+C3+0+C3«1 4 Y+-)4-9 11.391-13.397 1-C2-0+C2+1 2 1+p+0+Q+1 2 Hp-D-C2+1 3 t+C3+0+C3+1 4 1+0.0+ 1 4 1-G+0+G-1 4 K-Y-Y4 13.398 -14.15W t+C2+0+C2.1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 ] t+C3+0-C3+1 4 1+C3+0+q+1 4 1-C3-0-p+1 4 K-K-K 11.391-12.297 i+C2+0+C2+1 2 1+Q+0+Q-1 2 I,C4+0+C2+1 J 1am-0-W+1 4 1+C3+0+q-1 4 1+C4+0-G-1 4 K-Y-K 122%-15.558 1aC2+0+C2+1 2 1+Q+0+C2+1 11+C2+O+C2+1 3 1+C3+0+C3+7 4 1+0+0+0r1 1 f+C3+M+1 q4 Contain 11391 -t2018 I-C2+0+C2,1 2 1+C2+0+Q+1 z t+W+0+C3+1 3 1+C3+0-C3-1 4 1-04-0+01+1 4 1+C4+0-C4+1 A K-K-X 12017-13.397 1aC2+0+C2-1 Nt 21+C2+0+Q-1 2 1+p+D-Q+t 2 1+C3-0-C9+1 2 1+p+0+p+1 3 i+p,OrC3+1 3 1-m3O0 C3-1 4 1-G+O+G+1 4 1+C4+O+G+1 1 1+G+O+G+1 4 4 1+C4+D-U+1 4 Y-K-K 13.3%-17.0+6 Custom 11.391 • 13.397 p+1 2 I-C2+2+Q+1 2 1+p+2+C2+1 3 1+W+2-C3-1 4 1+C3-2-CS-1 4 1+G+2+C4+1 4 K-K-Y° 13.398-15.360 2+1 z t+Q+2+Q+t 2 t+C2+2+C2+t J 1.C3+2ap+1 / 1+C3+2+C3,1 4 1+CA+2aGa1 1 K-K-K 15361-18.641 2aiFN.+3��2 -D-Q+1 2 1+W+O+C3+1 3 1+G+O+G+1 1 1aG,0+G+t 4 I+CS+D-p+t 1 LLetan 11.381 • 19.3B7 k2*VC2 2+1.3+C2+1 2 1+C2.9aQ+1 J 1+CJ+J+p+t 4 1+G.3+G+1 11+C4+J�GN 1 K-K-K 13J%-18.110 -+1+2+p+fi2t+p.3-p+t 3 1+C3+3ap-t 4 1-GN+G+111+CA+3H,^,{+1K-K-Y 19.117 •24.861 Q+1,O+CJ+1 2 1+C3-O.C3.1 31+G*O+G+1 4 1.CS+0+C5-1 41+GS,D.C5+1 4 Custom 17.847 •t8.3B7 +1:3-p+I p+13+C2+1 2 1+p+3+pH 2 1+Q+3+Q•1 31ap.hC3+1 3 1+GH+GN 41+GH+G+1 { t+GH+GN 4 iMA•4+CAa1 4 4 1+G•J+C'.4+1 4 18.3%•X.3B0 Ya-K-K 24.361-31.641 1«C2+2,C2.1+2+C2+2 2 2+Q+2+Qr 3 2+CN3+U+ 4 2+G+J+G+ 4 1+G-2+C4+1 4K•Ya.Y, 29.641•32515 2,C2+3-C2+23+Q+2 2 2,p+S+p+ 3 2-GH+C4+2 4 2-GH+G, 4 2+C4-3,C1+ 112C K-Y-% 3ZS16 • 39.641 2+C2+2+C2+ +3+Q+ z 2+Q+3-C2+ J 2-C4+3+C4- d 2aG+3•G+ 1 2+C4+3+G+ 1 -39641 2+C2+3+C2+2+]+C2+ 2 2-Qa3+Q+ 3 +U+4aG+2 4 2•GH+C{. 4 2+C4+3+C/+ 4 Anchor Group B Anchor Group 0 35-U4' K-K-K 11.391-11.301 1+Q+D+Q+1 2 1-Q+0+p+1 2 1+C2+C+Q+1 3 1+Q+0+Q+1 1 1-C2-O+p+1 4 1+Q+0-C2+1 4 1+C2+O+p+1 2 1+C2+0+C2-1 2 1+Q+O+Q+1 3 1+C2+O+C2+1 1 1+p+0+p+1 4 1+CZ-O-C2+1 4 38' K-K-K 12308-12.305 1-Q+0+C2-1 2 1+C2-0+C2•1 2 1+C2+0+Q+1 9 1+Q+0+Q+1 4 1+C2+0+C2+1 4 1-G3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0.Q+1 2 1-Q-0-0+1 J t+C2+0+p+1 4 1+C2-0+C2-1 4 1+C3+0+C3+1 4 K-K-K 11.391-13.397 1+Q+0+p-1 2 I+C2a0-C2+1 2 1+p+O+C2+1 3 1+C3+0+q+1 4 1-C30+C3+1 4 1+04+0+G+1 4 1+C2,3+C2+1 2 1+Q•o-m-1 2 1+C2+0+C2+1 3 1+C3W+C3+1 4 1+q+0- +1 4 1+CM0-G+1 4 45-113 K-K-K 119% • 16,883 1*p+0+C2+1 2 1aQ+p+C7.1 2 1+Q O+p+t 3 lap+D+p+1 4 7+ga0,C3+1 4 t+p-O+p+t 4 1-p+O+C2+1 2 1+Q+C+p+1 2 1+C2+0,C2+1 9 1+CJ+C+C3+i 4 1+q+O+C3+1 4 1+0+() qC3 4 4714' Jy-K-% 11.391 - 12.297 1+C2+0+Q +1 2 1+C2+D++' C1 2 t+C2+0*+1 Q 3 tC3 +0+0++1 4 1+C3+D.M+l 4 t+C3+0+p+1 4 1+04G +O+-1 4 t+p+p.C2+1 2 1-p-C+C2+1 2 1+C2+D•C2+1 3 ta-O+C3+1 p 4 1+C3+0+C3+1 4 1,G G -O++1 4 K-K-K 12290-75558 1+Q+0+C2+1 2 1+C2+D+p+1 2 1+QW-Q+1 3 1+0-0-0+1 d 1+C3+O+C3+1 4 t,p.p.C2+1 2 1+Q,O+p+1 2 1+Qa0.C2+1 3 t+CJ-bCJ+t 1 1-0.0+0+1 d 1+q,0+CJ+1 4 C.!M 11.391-17018 1+Q+0+p+1 2 1-C2-o+Q+l 2 1+C3+0+C3+1 3 1+0+0-0+t 4 HG+0+04+1 4 1-G+0+04+1 4 NQ+0+C2-1 2 1-Q+0,C2+1 2 1+C3+0,p+1 9 1+C3+C+C3+1 4 t+G-0+G-1 4 1-C4+0-C4-1 4 52-116' K-! 17017-11307 1+p+0+Q+1 2 1+p+0+Q+1 21+q+0+p+1 3 1+C3+0+C3+1 41+G+D+G+1 4 t+U+O+C4+1 4 1,p-0+C2-1 2 1+C2+0+QN 2 1+C3+0-C3+1 3 1-C3-C+C3-1 4 t+U-D+G-1 4 1+C4+O.Cd+1 4 rd K-K-K 133% • 17.016 1+Q+0+Q+1 2 1-p+D+CN1 2 1ap+0+p+1 3 I+C3+D+p+1 4 1+G+D+G+1 4 1+01a0+04+1 4 1+C2+0+C2+1 2 1+Q+0-Q+1 2 1-C3-0+C3.1 J 1+C3+0+C3-/ 4 1•04+0+04N 4 i+G+0+U+1 4 Custom 11.391 -19.9W 1+Q+2+Q+1 21+C2+2+p•1 21+C2+2+Q+1 +2+a1 3 1+pp p+ 41+q+2-11 .2++1 1+GG 41+Q@aC2-1 2 1-p+z+Cd+1 2 1+p+2+C2+1 3 1+C9-2+pH 4 1+p+2+p+1 41-G G +2++1 4 eTEt BP K-K-K 13.399.15.3W 1+Q+2+C2+1 2 1+CZ+2+G2-1 2 7+C2+2+C2+1 3 1+C3+2+C3+1 4 1+p+2+C3+1 4 1+G +2+G+1 4 1+C2+1++1 p 2 1-C2+1++1 Q 2 1+C2-1-C2-1 3 1++C3+1 WN 4 1+C3+1++1 p G G 4 1-+f-+1 4 K-K•K 1SJ61 •19.611 1+p+O+Q+1 2 1+Q+O+C2+1 2 t+p+p-p«t 3 i+G«p-G«1 4 t+U+O-G +1 CS 4 1+CS+O++1 4 1-C2+0-C2+1 Q 2 1++p+C2+1 W 2 1++0-C3-1 J 1+G+O+U+1 4 1+G G -D++1 4 '+C5+0+C5-1 4 Cm— 11.391-13.397 1+Q+3+C2+1 2 1+C2-3+C2-1 2 I-C2-3+p+1 3 t+q+3+C3+1 4 t+C4-3+U+1 4 1-01+7+C4+1 4 1-C2-2+C2+1 2 t+C2+2+p-1 2 i+p+3+C2+1 J 1+CJ+3+C3+1 4 1+04-3-U+l 4 1+G-3+C4-1 4 76' K-K-K 13,399-19.110 tap+2-Q-1 21+CZ•3+C2-1 2 1-Q+3-C2+1 3 1+03+3+C3+1 4 1+C4+3-G-1 4 1+G+3+C4+1 4 1+p+2+C2+1 2 t+Q+2+Q•1 2 1+p+2+C2+1 3 1+p-2+C3-1 4 1+G+2+G+1 4 1+C4+2+CA+1 4 K-K-K 19.111-24.647 1+Q+D+Q-1 2 7-C3+0-C9+1 2 Np-O+C3+1 3 1+04+0+G-1 4 1+ S+O C5+1 1 t+C5+0+C5+1 4 1+C2+MC2+1 2 1+03-O+ga1 2 1+C3+O+p+1 3 1-G+O+GH 4 1+C5+0-05+1 4 1+C5+O+p-1 4 Custom 17.641-19.397 1+Q+3+p0 2 HQ+3+C2+1 2 1+C2H+C2+1 3 7+C3-4+p+1 4 1+G+/+G+1 ! 1+G+4+G+1 4 1+Q-3-C2-1 2 1-Q+3+p+1 2 t+p-3-p+1 3 1+gM+C3+1 4 1-G-4+04-1 4 1+04+3+U+1 1 BB' K-K-Y 19.398-24.360 1-C2-3+C2+1 2 1+Q+3+C2+1 2 1+C2H+Q+1 3 1+G+4+04+1 1 I 1+C4+4+C4+1 4 1 '*%3+Cal, 14C2- C2+1WI2-(1+3+*2- 1+C2+3-C2+t 3 1+G+3+G-1 4 1+G+3+G+1 4 1+G+3+G+1 4 K-K-K 24.361-31.641 2-Q+2+p+2 2 2+C2+3+C2-2 2 2-C2-3+Q+ 3 2+C4+3-G- 4 2+C4+3+G+ 4 aG+2+G-1 • 14C2-WC2611+C2+2-C2+t 3 1+G+2+C4.1 4 1+C + +CA+1 4 1+G+2-CA+1 4 K-K-K 29.641-32.515 +C2+3+C2+2 2 2+p+3+C2+2 2 Np-4+Q+ 3 2+G-4-G- 4 I+G+4+Ga 4- H-G- 2 + +C2+3+CZ+2 J 2-G+4+G- 4 2-U+4+G-2 4 2-G-3+G+2 4 120, Y,-K-K 324516 o 390641 +Q+3 G2-2 2 2-p+3+C2+2 2 2+C2+3 Q+ 3 2+GH+C1+ 1 z+Cq+4aU+ 4 2+C43+G+2 i 36C2y C 2+3+C2+ 3 2+G«3*G+ 4 2+G+3+G+2 4 2+G+2 CA+ 4 140' 01st4m --30.641 2+Q-3-Q+2 2 2-Q+3+C2+ 2 2-C2+4+Q+ J 2+C4+4+C4+ 4 2+C4+4+G+ 4 3 2 '4C2- +p-3+C2+2 9 2+GH+Ga 4 1 2+G+4+G-2 4 2+C4+3+G+ 4 NOTES Ott I— to run Utbl— YrttJbU19t 1) FRAME D IMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH-60.72, SASH SIZE IS AS PER THE FIGURES ON SHEETS 66. 'GLASS TYPES 1D-12 61416 "MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOV"ROOM IRP TO THEMEXT AyAIIiBLE WIDTI6OR H`I"DIMENSION SHOWN ON THE TABLE. MAY NOT 8E USED VYfTH 3) SEE SHEET 9 FOR *GUIDE TOOSING THEE TABLES. • • • • J-CHANNEL OR INTEGRAL 4)'114-112-114' AND *iA �/3113' 1hiDICATE THN TWSE STANDARD SASH SONFI(WRATIONS FAIL WITHIN THE SASH WIDTH RANGE • FIN FRAMES IN THE ADJACENT C(*UMA. 'CU§TOM'4NDI*ATE6 THATt1N0 ST•ND&W (ASH CQNFImRATIONS FALL WITHIN -HE RANGE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED •e Complying with the Florida BUilding Cods NOMNo. 17-0411.08 Erplretlon V.I. 09/24=20 By Mlam oc ontro m ADDED NOTE TO ANCHOR OTY. TABLES. (i 1n Y m z 1 j Ct) .d°a o 0 > y W U1 O to Ln ON 0.K 1� 0.0 = j LLm r0 Ae zZ v 111 �- Oil Iwo H Z v O J w W>" m nd a Z m O W LL Q H CO � °D • Z WotelS Ci J Z FQ Z °10 o O 0 Z O °< (,p1Y LYN,yNo. 58705 A TE ST/--, A LYNN MILLER, PE. P.E.458705 TABLE 28: Bill of Material Part 1B Deacription Material 1 620121 Frame Heed, SIB WW Jambs - J-Channel PVC 2 820122 Frame Head, Sill and Jambs - Flange PVC 3 820123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill am be - Equal Leg PVC 13 620172 AM4LI t Insert / Trim Corer PVC 14 820131 Fixed Meeting Ralf PVC 15 820158 Track Insert 8083 TB At 16 620129 Sash Rai (Skies, Top &Bottom) PVC 17 620186 Monorail 8083 TO At 19 SM156 Pull Red Merlock W03 TO A) 20 U0144 Pull Reg Interlock CO,er PVC 21 620150 Light Sash Renfacemant B063 TS At 22 820151 standard Sash Reinlbreement B063 TB AI 23 620152 HD Sash Relni reenBMtent BTB Al 24 6201W Standard Meeting Rail Relnbrcement 6005 TS AI 25 820154 HD Meeting Rail Relntarcemetnt BOOS T5 Al 28 820155 H.D. Hortz. Roger Meeting Rail Ron J:x ement BOOS 75 AI 27 71OXI 14PPA #10 x lAle PH. PH SDS MorroreA Screw) 4l0 SS 28 61644 Weatherstrip, .187' x .270• Fin Pie 29 6171E Weethemirlp, .1 BT x .220^ Poly Pile 3O 98 x P Ph. PH SDS (kderioek Mourning Screw) 41O SS 31 78)G12PPA H8 x 34/2' Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71569SP Meeting Ralf Screw Support Piste W03 TS AI 33 720210 Weep Hole Cofer PVc 34 720187 note latlon Screw Hole Plug PVC 37 T20197 Auto Lock C Shy 38 720199 Sweep Lock Cast Zinc 39 720190 Auto Lock Cc r Assembly Cast 71nc 40 06 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw) 88 41 72020D Auto and Sweep Lack Keeper Cost Zme 42 76k34PPA 06 x 314' PH. PH SDS (Keeper Screw) SS 43 7812FPTX #6 x 1/2- FPH Tek (Renbroement Screw) SS 44 Leedstile Top Conwr Key Nylon 45 Leatlstlle Bottom Comer Key Nylon 46 Lockstile Top Comer Key pylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 1-aml. I.G. Bead PVC 74 lBackboddirv, DE 7700 or Dow 791 Silicone 75 7188475 Setting Block (7/8- x 2• x 118" 1 85 +/- 5 duro. EPDM 80 61011 RoBaormed Screen AWm 81 61012 Extnrded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47D42W Screen Comer Key with Pull Rhng PVC 84 47D41 W/CKGLB Screen Comer Key No Pun Ring PVC 85 7CASPM Tension Sprkg SS 88 T8161:48 Screen Cloth Fiberglass 67 81835/81814 .14(' Screen Spline (Machine/Herd Rolled) Vinyl n I NOTES: 1) TTEMS a 5-12. 18, 35.38. 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 21 -VC BY ENERGI WINDOW AND DOOR PROFILES. LTD- TO BE LABELED FOR AAMA EXTRUDER CODE. tit 35Lar�� 3.53.500' L2.445" 2A45" L _o � L - Tr-L� o� T17(TirL 1,375 1 FRAME HEAD, SILL .62 - FLANGE 0 2 HEAD, SILLFRB E FIN �SILL 6 5'&JAMBS O JAMBS 1.87r 1.641- LI► 1.5JT - o 1.437- I� _ 7 2.445' j j(�II��p1 I 2.446" o- iC-ll EQUAL LEG -l2AME HEAD, SILL & ' JAMBS 1.61W r I � 2.iD0' .772' .a85^ o o 1.020' � 7LL& .3Iy75' -'`---II 1 .590" .065' 1231^ �--- ..T -�� 1.000' .070" 13 9ANTI-LIFTINSTRACK RAIL TRIM COVER 14 MEETING RAJ L 15 INSERT i6 SASH RAIL 8 INTERLOCK .300" 'moo• �r ./75' IL---{L 750- .3t6 .754- .070' 1 .060' I_ .715' 1.100' .715" .025 .035 I 118WT I .OBO^ f 72 LAMIIG 80 ROLLED O BEADING SCREEN I e, EXTRUDED O 20,,1 LIGHT SASH G 22 STANDARD ASH O FRAME SCREEN FRAME REINFORCEMENT REINFORCEMENT I 07D• -ail"'- ,.,ar �- -�.�-I 1.152^ 280" 1.184' �-- In p T .D7D^ 1 I�1 .07D• .791•� 1�U1.03E 1d1'�/�J �• CJ 1.04,' "ULJ ,.22"L., ' b1D' 1 ., 30' L. �° -v"•j i+-.,SE ,33,• �- L ,6d i_ 074 -� 1.340" I-'- -►I ,.34E �._ STANDARD .4-7711" OSO' J 20 LIFT RAIL INTERLOCK COVER HD SASH HD MEETING HD HR MEETING PRODUCT REVISED 23 REINFORCEMENT 24 MEETING RAIL O RAIL RAIL 17 MON'ORAIL I s complying with the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Cods • ti 3 ?j �� . ,O •._ TE �; 1070 TECHNOLOGY DRIVE •• • •iics ••'c4ORIDA..'.'2 • , is� • ...EN�`` N. vENCE, FL 34275 �4 � wTrrasrnlra.a¢ • • • A ISMlR4E. • • • • op. . 5B705• • JCERT.QF AUTH. 029296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• NOA-No. 17.0411.08 Heed W. a m R.N.ien: E-Plraeon Dot• 09/24/2020 JR 03/27/17 1 NO CHANGES THIS SHEET. ey d.ed ar o0w R.Ndon: Nlam ay roduct Contm WINDOW EXTRUSIONS & BOM J ROSOWSKI oe,.: HORIZONTAL ROLLER - LM 55/15/15 rnlu/Yad.F Scef.: HR-5510 NTS I 17 OF 18 MD-HR5510-01 R B e MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SASH ASSEMBLY DETAILS EXTERIOR i� ATTACHED TO --/I SASH RAIL ATTACHED TO _ f !� FRAMEJAMB a7 r OPT. AUTO LOCK ATTACHED TO FRAMEJAMB OPT. SWEEP LOCK Egress Lock Bill of Materiel A Partfl I Description Material 100 7MC7024 Muhl -Pant Lk Operator Cast 2)ne 101 73340 Operator mounting Plate Steel 102 72016 Multipart Leek Keeper Ahminum 103 720214. MUlipant Lock Guide Nylon 104 220217.221 Tie Bar (Length Vert") Stain)ess Steel 105 71024XI14EX #10 x 1R" HH MS Stainless Steel 108 78X1FPAX 08 x V Ph. FH SMS Stainless Steel 107 78X75FPTX 98 x 374" Ph. PH SDS Stainless Steel EGRESSLOCK DETAILS LNOTMSCALE PRODUCT REVISED as camel rr9 with the Florida Bulydt,g de NOA-No. 17.04.11.os Eapintlon Data 09/24/2020 By a11am ro uct Control iEO TO JAMB 1070 TECHNOLOGY DRIVE 1 MITERED FRAME WTH laJ INTERIOR AND EItTER1OI1 FRAME WELDS N.iOVENICE4,80 18DD CERT. OF AUTH. 129296 SCREEN ASSEMBLY % • DETAILS •33 �� sr 83 O 84 • EXTERIOR FRAME C� NOTES, ASSEMBLY GLASS SOME DETAILS 1) J-CHANNEL AND FRAME SHOWN, PART 1. OTHER F ON AME TYPES AP-L CLARITY. • '-�„ 2) JLHANNEL FRAME SHOWN. PART / 1.OTHER FRAME TYPES APPLY. • • 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS M. • • n • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 461'liiiNY L.... ,% •.: LtCENSF •..(( a o •4• r • No. 58705 _• h — * �0'.• 3� l7Z :' �_ ATE 'tSS ......ZOR.....*, c� (✓ AL IN • �h O • A. L • • PJ•N5e7O5 P E RJR 03/27/17 NO CHANGES THIS SHEET. D�DCM " EXPLODED WINDOW VIEW Dever 6Yt J ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 HR-5510 NTS 180F13 MD-HR5510-01 B ••• • • • • ••• • • BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search j Flolda ,�, rOProduct Approval USER: Public User J Yt C 1P �+3tl�htu.M1 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # I FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 • • rickw@rwbldgconsultants.com • • • sees•• • sees•• sees sees sees•• sees•. •ee • • sees•• • sees • sees sees•• • sees woo* • e • •e•e•• • •• 0000 sees•• • sees•• sees•• sees sees• sees•• • •oe•e• sees•• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2019 Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FLl 210_RMC_COI_(a) Certificate of Indei2endence.1df ASTM D1929 T ear 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 r Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 96mmaiy of lfioducts ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210_R6_Equiv_(a) Equivalency of Standards.pdf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 2004 2005 1995 2005 1994 FL # Model, Number or Name Description . • •. • • • • • • • • 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque FibeVegiassSingle Doof - • • Grain/Rustic/Mahogany Series O Inswin /Outswin X - l`l11 tion • • • • •: Fiberglass Door 0009 • • •... Limits of Use 00*606 Installation Instructions• • • • Approved for use in HVHZ: Yes FL15210_EL6_IL(b) Inst 15f1•0.1.p-df • •" • • • • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. S1RrhD t:RE. 434099 • • Impact Resistant: Yes Created by Independent' Third Party: Yes • . • •.:. Design Pressure: N/A Evaluation Reports • • : • • • • • • • Other: See INST 15210.1 for Design Pressure Ratings, any FL15210_R6_AE (b) Ev%1521'p.1.pdf • • • • • • additional use limitations, installation instructions and product Created by Independent Third Party: Yes: • • • particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Inst 15210.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210_R6 AE_(b Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 I c. Smooth/Wood Grain/White Wood 16'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Ins_ 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door — - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RMC_II_(b) Inst 15210.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.4.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door I Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Inst 15210.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.5.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521 _RMC_II_(b) Inst 15210.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes • particulars. • •••••• • • ...... 15210.7 g. Smooth Wood Grain/White Wood 8'0 "Impact" Glazed Fibergle"Single 11"4r4dutswinp.(6xe:, Grain/Rustic/Mahogany Series 0 Configuration) • • • • • • . • Fiberglass Door • • • • • • • • • • • • Limits of Use Installation Instructions• • • • • • • • • Approved for use in HVHZ: Yes FL15210_R6_II_(b) Insb45ZA1"7.pdf •••• ••;..' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sclir iWt, RE. 430.0.%• • Impact Resistant: Yes Created by Independent rbij(jParty: Yes • • • • • • • Design Pressure: N/A Evaluation Reports 0 • o •• • Other: See INST 15210.7 for Design Pressure Ratings, any FLIS210_R6_AE_(b) Eval 15210.7.pd:000:. •••••• additional use limitations, installation instructions and product Created by Independent Thud Party: fes • • particulars. • • • 0 • • ••••• •• • • 15210.8 h. Smooth Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6-II _(b) Inst 15210.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210_R6_AE b Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Inst 15210.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210_RE_AE_(b) Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use" "" "`'" Installation'Instructions- - - Approved for use in HVHZ: Yes FL15 0_R6_ I b Inst 15210.SO.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 U_AE_(b) Eval 15210.10.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 210_R6_II_(b) Inst 15210.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FLl 210_R6_AE_(b) Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _RMC_II_(b) Inst 15210.12.gdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fibergla?s SingleeDoor with SurkltefYofts Grain/Rustic/Mahogany Series 0 - Outswing (X - Configurati6n) • • Fiberglass Door 000000 000000 0000 • • • • • • � Limits of Use Installation Instructions • • • • • Approved for use in HVHZ: Yes FL1 210_R6_II_(b) Inst112fQ.13.pA.•. • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sch"( t, P.E. 45409 • • • • • Impact Resistant: Yes Created by Independent T% ird arty: Ye69 • • 00000 Design Pressure: N/A Evaluation Reports • • • • • • •. • • 9.0 • • Other: See INST 15210.13 for Design Pressure Ratings, any FL15210_R6_AE_(b) Ey"a�210.13.pdf • • additional use limitations, installation instructions and product Created by Independerre Thtrd4Party: Yes •• particulars. • •••••• "•••• • • • 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Doorpith Sthface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (7 "-'Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R&_II_(b) Inst 15210.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes " Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210_R6_AE (b) Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERT'" an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R6_II_(b) Inst 15210.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL15210_R6_AE (b) Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back0 . ex' 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 mall 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: ® eCheck Credit Card Safe ••.••• ...... .... ...... .... ...... .... . ..... .... .... ...... . . . . ...... 1� plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 6th Edition (2017) Floddo Building Code (FBC) structural requirements including the'Nigh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shah be as ifsted and spaced as shown on details. Anchor embedment to base material shah be beyond wall dressing or stucco. 3. When used in the "FNHT' this product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud construction, anchoring of these units shah be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detals of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHT and must be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhand to sill is less than 45 degrees. TABLE OF CONTENTS • • • • • SHEET# DESCRIPTION SHEET# DESCRIPTION • • • • • • 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Secti" PirWilbMEso11ry)• 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections (1X Buck) to Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components • 6 Vertical Cross Sections (Thresholds) 12 Bill of materials • • • • • • 37.50" MAX. OVERALL _ FRAME WIDTH 0 z z 3 3 O x 'M` x w w Q� X O W Ri o 0 O b (4 m m .............. ,,,.: .. zy'��� 'i �''• '9� om �toin rrr ITI I111\ O n i U N r\ a 0 C7 �2j M Rahn, a0 6 z 9Li pE N • MAX. DESIGN PRESSURE (PSI) dPfFIGURATION FRAME POSITIVE NEGATIVE DIMENSION • • X• • 37.5" x 82.0" +75.0 -75.0 • • ieeiheetr•2 for hardware design pressure limitations • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • aa: 02 76112 s-E- N.T.S. M. e+` JK cwc at LFS FL-15210.1 rr —L OF 12 0.4" EXTERIOF d. / INTERIOR / \ CAP (PVC( HINGE STILE (LVL) LATCH STILE (LVL) CAP (PVC) 1 HORIZONTAL CROSS SECTION Z 35.75" MAX O A. WIDTH D El Y Zv b' O NARDWARETABLE to " MANUFACTURER MODEL MAX. DESIGN h _... _. PRESSURE... U3 KNOKSET KNOB: SIGNATURE SERIES t 7S DEADBOLT: SIGNATURE SERIES (980) a O SCHLAGE KNOB:-rSERIES (FS1) ± 7S T DEADBOLT.-rSERIES (660/62) aX } SEE HARDWARE TABLE PAMEX LEVER: FL39SERIES +' 7S DEADSOLT: FD7 SERIES HOPPE MULTIPOINTLOCK: HLSMW 3-FOINT TONGUE ±SO SEE HARDWARE TABLE ENDURA MULTIPOiNT LOCK: TRILENNIUM 30M (3-PT) } 75 See sheets 5 and 6 for m0tipoint IoccLe h. • • • •• • • • • ••• • j DOOR PANEL 40 Pbstpro • • • • • • • . • • • • • R-rAlass • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I , ........... n WyYW P O1 �, n TOP RAIL (COMP.( 6.,•e. INTERIOR EXTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.125" MIN.THK.) , •' '4 BOTTOM RAIL r ` t (COMP.) VERTICAL CROSS SECTION 2 e 02 16 12 +E N.T.S. = BY. JK BY.. LFS WHO NO.: FL-15210.1 Er 2 a 12 1-Ij EMI 1 HORIZONTAL CROSS SECTION 3 Outswing shown jinsmFg simi ar) 1-1/4" MIN. EMB. (TYP.) v 0.15 B I C'SINK C ^° °• mPI 0 E ° ° INTERIOR ° 40 7 ° B •• �,•• �• ••• • • ••• 7 1 EXTERIOR 27 •• ' • • ..• : • •• • • • • • • • • •• E a ° EXTERIOR INTERIOR 2 HORIZONTAL CROSS SEC IOM • • • • • • • •3 • VERTICAL CROSS SECTION 3 Outswing shown Inswing s ml • • : : : : : Outswing stwwn (Inswing similar) • • • • • • • •• • • • • • •• • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • =4,0 : x! ......... (� U N •• O D Z t l V [ Em z.� m ��i 9poa V� n Nn to c to o. o. � a s� `o= E 00 3`d FVi_' M N.T.S. er: JK er LFS W*4 No_ FL-15210.1 Er 3 of INTERIOR EXTERIOR EXTERIOR i//V,/� INTERIOR ............. Z ��•:� '• m ... ...•• ` j 2 ''!cm !!!! i110 O n 0Z UN •• V Eo Tim �u o a d 'mdai°i V "� 8 4 `o oZ 3a Y �U �m � KX u) Rm NIn V pl K Ooy O 2& O U »m i f° fn CMS. 1, I "I N 90 a 1 HORIZONTAL CROSS SECTION 4 Shown w/ 1 XShrnn w/ X su��c� Outsv ng shown (huwing shrAor) 2 HORIZONTAL CROSS SECTION q own w 1 Xown X sub • • • • • Outswing shown (Inswlny simiaF) • • • •• ••• • • • • • ••• • • • • •• • • • • • • • • • • •• 4 • �VER17CAL CROSS SECTION SECTION Shown w/ 1 X subbmk Outswing shown (Iruwing simlor) N a N ^ Z tNh: 02 16 12 srAM N.T.S. oYM W. JK •• ••• • • • • • • • • • • • •• • • • • • • • • • • •• ••• • • • •• • • • • • • • •• • • • ••• • • • •• • nac er. LFS DPAWM NO,; FL— 15210.1 sNEU _�L OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —,i 11.1 QHORRONTAL CROSS SECTION 5 Shown Direct to Masonry Outswi g shown (Inswing simlar( :q I INTERIOR EXTERIOR • `_ �' . *• I Illll\ \\\`\ a m 0 pZ U N •: ZJ S�V E m o o Z l m • 4 c° E °_ °c J C1i 3i 0} &2 U�� J ?O 0 O U EXTERIOR INTERIOR 1 21 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION $Shown Direct to Masonry $ Shown Drect to Ma Outswing shown (Inswing sUwler) • • • • • • • • • • sorry • • • • • • • • • Outswing shown (Inswing similar( • •• • • • • ••• •• • • • • • • • • •• ••• •• • • • •• u•c Br. JK •• • • • • • ••• • 0 •• • .0. • 0 • ••• • • •• • • • • • • • • i • i • • • • • i • • CW. BY: LFS DkA M No.: FL-15210.1 sNccr 5 OF 12 • •• •• • • • •• •• .�... JA °N \ v o xz' z o t> �d it 9m�w SV p oa a i maa`� 6 EXTERIOR INTERIOR s o= a0 8 3d 8 � cio 0 ox ?� �W EXTERIOR INTERIOR m � �G 40 d e • • • d d •d ° � EXTERIOR INTERIOR O of d ° rn • ° a • d • d ° Q e m 30 31 32 33 342 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold 8 36 .r 37 N N N 38 p W W o ILI e � • p ° d n - ° • • • d ° • ` ° • • A d • a • • • e j j i ° d ° 1 VERTICAL CROSS SECTION • • • • • ' • • • • • •• • • • • �� N a ~ W i o i 6 OutsMng configuration • • • i i • i • L 3 1 VERTICAL CROSS SECTION ^ z c • • • • • • • • • • 6 Insving confgurat on • • •• •• •• ••• •• DATE 02116112 i MAE N.T.S. ow rr: JK m • ••• • • • • axBy.. LFS 3 •• ••• • • • • • • • • • • • • • • • • • • • • • owuvxw NO.: a • • • • •• • • •• FL-15210., slim _jL or 12 a • • • • • • • •• •• ••• • • • ••• • i MAX. 1.25" MIN. • P EXTEROR - %/% INTERIOR 5 VER77CAL CC/RROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16 jamb Z ! MAX m T ^W �MIN. 1S MAX. EXTERIOR INTERIOR 6 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing onlyw/ 6-9/16 jamb INTERIOR Tn Z .. 40 pa e n a up n . M II � a M N M 1-1 /4' MIN. r EMB. (TYP.) E ' EXTERIOR • • • • • • •• • • •• • • • • • • 1-1/4'MIN. • • • • • • • • lei/47MIt♦. • EMB. (TYP.) • EMB. (TYP.) KT1 HORIZONTAL CROSS SECTION K-2"� HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SCCTIQU. Shown Direct to Masonry• Outswing only w/ 4 9/16jamb Shown D'vect to MasorTrY Outswingonlyw/4-9/16'jamb i • Shown Dlr ct • 1�,��,,�,,, my C)utsv '� son . • • 6 9/16, ml• • • • • ••• • • • • • •• •• • • • •• •• z rm 4z c ain `L ''��111111 ..... z H °D Z U N •• \\ V Em Z U W R 'm a a` D 4 d E vz cw J !L �O corn at r ZIF J J W 3 W ILmN � Ny i IrZ O pI F U �d a a rn T � C [n z INTERIOR 40 N r a EXTERIOR e E 11 \J �� 1-1/4' MIN. onic; 02 16/12 EMB. (TYP.) �HORIZONTAL CROSS SECTION SUM N.T.S. oxc Br. dx 7 Shown Direct to Masonry dIX. BY: LFS Outswing only w/ 6-9/16'jamb o"NG NO: FL-15210.1 sr¢T _L OF 1� h � 4 _� n 6 1i! �c �: - 3 n s tl1 SiJ z° Q'r Q` vi 01 ���1111 111\ \` U N m z 0 \ �< e 0 �j cw 0 v zo o oa g m� maa� li 0 v = �j 0 2x BUCK 58 � ° w p� a '1a Lim 0 1X BUCK G y 0 DIRECT TO 4 n MASONRY M ce a z� o 21723 m j0] N O W 2X BUCK a \NOP/EMULTIPOIMLOCKSEI 58 25 �I o O u Fi1590003-Print "fong�e o IXBUCK G o .ti DIRECT TO MASONRY M I 1•r �` 2XBUCK 58 f°Ea -o IXBUCK G o 0 N N DIRECTTO M 23 q Lo z 22 o MASONRY 2 W o0 1. o0 m r � n I n� • • • • • • • • • • • STRIKE JAMB n a o Z aci •• •• • • • • • •• O e • • • • • •• N—Z o •• ••• • 02116112 i was N.T.S. ° owa I: JK m �1 MULi1PO1NTSTRIKE PUTE • • • LATCy AAfD DEADBOIiSfItjKE BATE • cw BY: LFS 3 • TongdE syllem olu>nia No.: MANUAL RAISED TONGUE GEAR SYSTEM : • . • • • • • • ro . . .. FL-75210.1 • SHM 8 OF a � ••• • • • ••• • .. / �* G►: __ _ � �14yi• J _ o n � Vr Ns d Oj m m 55 b UN•• m m aa� ' 4 CZ O 8 9 CW � J0. o_ 0 N Zp O Ns m -+ ® Z � � a � o n 00I tr- n a }} ` 57 N N !n 60 o 62 !n m n ® o0 2X BUCK 58Z. I i 1XBUCK G m N U Q i • • •• • • ^"�� m • • • • • • • YRY • _ • • • • • • • • N Z U •• ••• •• • • • •• —02 16 12 i StgL, N.T.S. ° D• er: A m' ENDURA TRILENNIUM 3000 • • • • • • • • • • • STRIKE JAMB DETAIL CHK Fm LFS 3 3 pt. Lock • • • • • • • • • • • • • • • • • • ORAWNO Na: d • • • • • • • FL-15210.1 - SIKEf 9 Or 12 " MASONRY j OPENING 2X BUCK 4" D TYP. HEAD & JAMBS r. BUCK ANCHORING d to —O CONCRETE ANCHOR NOTES: 1. Concrete anchor locaRons at the comers may be odfusted to maintain the min. edge dlrlance to mortar Joints. 2. Concrete onctwrlocallons rated as MAX. ON CENTER• must be a4usted to nwintah the mh edge ristarce to mortarJoints, oddlionoi concrete anchors nay be re4aied to enwre the AUK ON CENTER" otmembn on, not exceeded. 3. Concrete onahor table: "ANCHOR ANCHOR MN_ MIN, CLEARANCE MIN. CLEARANCE := TYPE SIZE EMSEDMEM TO MASONRY TO ADJACENT :. .:1-114 EDGE ANCHOR ITW • 1/4" 2" 4" Elio tJC to/� 1.LTRACON TAPCON• AS SHOWN 1. WOOO SCREW INSTALLATION NOTES: Maintain a morn -*5/8• edge distance, )-end distance, & 1"o.c. spacing of wood scars to prevent the spHing of wood. 4-9/16" JAMB p DIRECT TO MASONRY JAMB (TYP.( (SEE SHEET 7) rr SEE HINGE L 2X BUCK a o—" DETAIL (TYP.) IX BUCK G D DIRECT TO _ b MASONRY MASONRY OPENING TYP. HEAD & JAMBS FRAME LTE 4-9/16" JAMB M O 2X BUCK 6-9/16" DIRECT TO MASONRY JAMB (TYP.) _ (SEE SHEET 7) .1AMBN STRIKEJAMB FRAME ANCHORING Masonry construction DIRECT TO DIRECT TO MASONRY M M MASONRY 28 IX BUCK G G I BUCK j •• •••4BU:KA i i 2X BUCK 58 58 2X BIkK • ••• • • • • • • •• • • • • 1X BUCK 11 DIREQW*O • • i • •: • MASONRYMASONRY DIRECT TO 11 :.: G IX BUCK 27 58 2Y BU •••• • • LATCHiDEADBoyDETAIL • •CK••• •• •• • • 144DELILlrwmg ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DIRECT TO MASONRY 1 X BUCK 2X BUCK' Y'•. n dOn z UN •: o v E o i4 ze0 6 tnot 9 cm ozo m m o M Y oZ 0 o a 4 c '1d h� z 0 o = ?o Q Oy gW w Ii Q� o y a � m HINGEJAMB HINGE DETAIL OulsMng owe. BY. JK auc ar: LFS DPAWMG NO.: FL-15210.1 SHEET 10 OF 12 r 30 OUTSWMG THRESHOLD �J DLP (QosRJ 32 .rT ING THRESHOLD DLP (QOS.I �1OITTSWING THRESHOLD "" Endiaa (Z Series) gINSWNG THRESHOLD Endura (ZSeries) I I I II * 11l O �i a0 0 2.44" F- - - -{- — 2.13' - - I AA OMMNG THRESHOLD v a Z x Z U ' CoUmbia Hgh Dom (Sep 1 POLY FIBER JAMB \ E m Ptc*m x NY maa.a� E 4 EEC0 o a 0 31 CoWmbfa O(RSWING(575i THRESHOLD o n z 2 WOOD JAMB �� it al y 5AS' f. 0 2.088 l-- Fn o t LAC —� 0,57 I-4 *1NSWI11G THRESHOLD 7 WEATHERSTRIP Cdum6da Crduro Face 5 �1 DOOR BOTTOM SWEEP 4.56 • • • • • • • • • • • • . .. . . . ... . 37 INSWING THRESHOLD • • • • • • • DA THRESHOLD• • • • • • 1� DIP • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • N.T.S. o� er. JK aec ar: LFS FL-15210.1 iT 11 -12 d ,g '_'•••*• �'. /I111 1111 ` v • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • •••�zn Q;' �O, LL m d m :' �mn U N ro Z g c�iS Em zp oeo o a i 'maa� '4 �i 0 8 aw o Ja o Zo o asm U am U a � a 0 N m o a 00 N N �P b h Qo o_ N � n h N Q N^Z f uae 02 16 12 N.T.S. • JK E CHK art LFS ? DRAWING NO.:p FL-15210.1 - e s+ccr 12 of 12 � FILL Of MATERIALS REM i DESCRIRION MAR2RIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 23/4" PFH ELCO OR tTW CONCRETE SCREW ••• • • • • ••• • • • • • • • • • • • • R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth / Wood Grain / White Wood Grain Exterior Doors Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Assemblies Los Angeles, CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 lnewinntf sotaw;nn - " Imm-0 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Wrelt in the ootnipeny • • manufacturing or distributing the product or in any other entity involved in the approval procV%%9f6tbe procfuctimm r;ed • • • •: • herein. • Limitations: • • • • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building CodeT.P"%tructul? requirements• • • • including the "High Velocity Hurricane Zone". • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materi:111la0%e beyoncl wall dressin • • • or stucco. •.•••. • • o 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require Epo igVDgt • ' resistant covering. • • •.•••- 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies vAth FCC Secftpr "ItQ9.1.2 • R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind ZbAd A as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Drawing No. Prepared by No. FL-15210.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E Ben Meunier Signed & Sealed bi Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E ���� F• SCHM�O ��i �GENS�• • No 43409 •• r • 'fC �9 - STATE OF •W: s�0� %.A 4 �SO P ��• Lyndon F. Schmidt, P.E. O..1 ,.•••�j��v FL PE No. 43409 i��l�s 8� N A%,% �, 8/31/2017