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WS-19-1564CJs- OI-IQ-1�6� Location Address Permit NO.: WS -07-19-1564 Miami Shores Village a Permit Type: Windows/Shutters G10050 NE 2 Ave J, � Miami Shores FL 33138 c�yJ LorkCloSSifftatttNl: Window/Door Replacement 305-795-2204 PermitSto#us: Approved Issue Date: 07/22/201`1 Expiration: 01/20/2020 Parcel Number 78 NE 98TH ST, Miami Shores, FL 33138 1132060130900 Contacts STEVEN RAUSCHER & CLAUDIA ORTIZ Owner STORM TIGHT WINDOWS INC Contractor 78 NE 98 ST, MIAMI SHORES, FL 33138 ALPHONSE PETER CAMPANELLI Other: 6235237138 1918 CORPORATE DR, BOYNTON BEACH, FL 33426 Business: 5615364387 STORMTIGHTPERMITS@OUTLOOK.CO M Description: REPLACE 21 WINDOWS TO IMPACT WINDOWS Valuation: $ 38,866.00 Inspection Requests: 305-�649 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $23.40 DBPR Fee $4.65 DCA Fee $3.10 Education Surcharge $7.80 Scanning Fee $9.00 Technology Fee $7.75 Windows/Shutters Fee $260.00 Total: $365.70 Payments Date Paid Amt Paid Total Fees $365.70 Check# 15181 07/22/2019 $315.70 Credit Card 07/09/2019 $50.00 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 regulating construction and zoning. Futhermore, I authorize the above namecjcontractojo do the work stated. Authorized Signature: Owner / Applicant / Contractor 6.71'2// Date July 22, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village c Building Department JUL 09/2019 10050 N.E.2nd Avenue, Miami Shores, Florida 331386 Tel: (305) 795-2204 Fax: (305) 756-8972 � L - INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC n20 L� Master Permit NoAAS-0-7- )IG� IS � r Sub Permit No. [PSUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING r—] MECHANICAL []PUBLIC WORKS [:] CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 78 NE 98 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-013-0900 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): STEVEN /CLAUDIA ORTIZ RAUSCHER Phone#: (623)523-7138 Address: 78 NE 98 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email CONTRACTOR: Company Name: STORM TIGHT WINDOWS Address: 500 SW 12TH AVE City: DEERFIELD BEACH State: FL e#: e#: (561)420-0271 _Zip: 33442 Qualifier Name: ALPHONSE CAMPANELLI Phone#: State Certification or Registration #: CRC -046091 Certificate of Comp ency #: �l DESIGNER: Architect/Engineer: kA' M'1- . CCrn Address: City: State: Value of Work for this Permit: $ 0D Square/Linear Footage of Work: Type of Work: ❑ Addition 9 Alteration ❑ New ❑ Repair/Replace Description of work: REPLACMENT OF 21 WINDOWS (IMPACT) Specify color of color thru tile: Submittal Fee $ S h i Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revise d02/24/2014) Radon Fee $ Training/Education Fee $ CCF S DBPR $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ _tel S 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 Zip 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 OWNER or AGENT Signature l k) � CONTRACTOR The foregoing instrume t was acknowledged before me this The foregoing instrument was acknowledged before me this 10 d 20 —1 by day of 20 by w ois personally known to Ca Lall,�e f k who is personally known to me or who has produced n1p or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Si Print: n Print: ` kkw ) Seal: • t►0R"'llaz CHELSI GASKIN Seal: �� * MY COMMISSION # GG 046250 i '�, o` EXPIRES: November 9, 2020 lFQF F�PP\ Bonded fia Budget Nota Services APPROVED BY Plans Examiner If Structural Review (Revise d02/24/2014) • 11111„ �p,RV PUB �i �; TIMOTHY G COOPRIDER Nc,ary Public - State of Florida • ; ; • Commission # FF 939999 Comm.Expires Dec6, 20199 QyMy **1111\I **V�I.GU lllf {),.M•'IYdlIV1�G17'IUICl.Jll: ]Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 - 1 7-A ;0" OFFI.CE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0900 Property Address: 78 NE 98 ST Miami Shores, FL 33138-2335 Owner STEVEN RAUSCHER CLAUDIA ORTIZ RAUSCHER _.................................................................. Mailing Address 78 NE 98 STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 2,280 Sq. Ft Living Area 1,994 Sq.Ft Adjusted Area 2,155 Sq.Ft Lot Size 14,375 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $431,422 $359,519 $359,519 Building Value $151,264 $151,392 $153,357 XF Value $2,540 $2,575 $2,610 Market Value $585,226 $513,486 $515,486 Assessed Value $371,674 $364,744 $357,242 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $50,000 Taxable Value $321,6741 $314,744 $307,242 $213,552 $148,742 $158,244 Cap Reduction Taxable Value $346,674 $339,744 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Exemption Value $50,000 $50,000 $50,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3 & 4 & E1/2 LOT 5 BLK 7 LOT SIZE 125.000 X 115 OR 16204-1011 1293 5 Generated On : 6/21/2019 Taxable Value Information Previous 20191 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $321,6741 $314,744 $307,242 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $346,674 $339,744 $332,242 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $321,674 $314,744 $307,242 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $321,674 $314,744 $307,242 Sales Information Previous OR Book - Price Description Sale PageQualification 28244 05/30/2012 $355,000 Qual by exam of deed 4967 ............................ ................ 16204- Sales which are disqualified as a result 12/01/1993 $0 1011 of examination of the deed 15552- Sales which are disqualified as a result 06/01/1992 $0 1887 of examination of the deed 09851- 10/01/1977 $61,500 Sales which are qualified 1125 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/ 6/21/2019 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). Acknowledgement: ae L a Ate -Y,, Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: F_ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. L✓ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least l egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. E Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Opening 1. FIXED (FL 11409.3) 13 SF 2. HOR SLIDER (18-0911.04) 13 SF 3. HOR SLIDER (18-0911.04) 20 SF 4. HOR SLIDER (18-0911.04) 10 SF 5. HOR SLIDER (18-0911.04) 13 SF 6. HOR SLIDER (18-0911.04) 13 SF 7. SINGLE HUNG (18-0911.05) 20 SF 8. HOR SLIDER (18-0911.04) 4 SF 9. HOR SLIDER (18-0911.04) 32 SF 10. HOR SLIDER (18-0911.04) 25 SF 11. HOR SLIDER (18-0911.04) 25 SF 12. HOR SLIDER (18-0911.04) 25 SF 13. HOR SLIDER (18-0911.04) 25 SF 14. HOR SLIDER (18-0911.04) 10 SF 15. HOR SLIDER (18-0911.04) 10 SF 16. HOR SLIDER (18-0911.04) 10 SF 17. SINGLE HUNG (18-0911.05) 5 SF 18. HOR SLIDER (18-0911.04) 10 SF 19. HOR SLIDER (18-0911.04) 14 SF 20. HOR SLIDER (18-0911.04) 20 SF 21. HOR SLIDER (18-0911.04) 27 SF R CEIUED J L 0 9 )0 9 10 11 12 FAN RIIFAN RNFAN RNFAN RN BY DATE F �i -C C,C''�LIAN CE W' -H %\_L F-D`"F'AL 54 5/8 x 50 5/8 18 1/8 x 26 1/4 731/8 x 61 7/8 56 1/8 x 61 7/8 56 1/8 x 61 7/8 56 i/8 x 61 7/8 55' 56 1/8 x 61 7/8 36 x 61 3/4 36 1/4 x 38 3/e 361/4 x 37 3/8 36 x 37 3/8 17 7/8 x 38 5/8 36 x 37 1/4 52 x 37 541/2 x 501/2 74 x 50 5/8 •• ••• • • • • • •• 17' • �.•::::.: '. •• ••• •• • • • •• MEAN ROOF HGT = 13' •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 JOB #8770 v e M m LL C r N N N m X o d t m v1 O a LL 7 00 � M V M UM ) J C LL > rn W Vi Z � L 00 W t � N 7 NOT TO SCALE ATE: Jun 13, 2019 AGE DESCRI"l : Site Plan AGE: aF 1 1 WINDOW &DOOR OPENING INFORMATION � A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone - 10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N + PSF () (-) PSF (+) PSF (-) PSF MULLION REQ Y/N/NA 1 Int W 7/8° IMP FL 11409.3 55 55 39.4 42.8 60 x 60 36.00x5o.50 N N 2 Int W 7/8" IMP 18-0911.04 55 55 38.4 41.8 74 x 63 54.5ox5o.50 N N 3 Int W 7/8" IMP 18-0911.04 55 55 39.4 42.8 74 x 63 36.25x50.50 N N 4 Int W 7/8" IMP 18-0911.04 55 55 40.1 43.4 74 x 63 36.63x38.38 N N 5 Int W 7/8° IMP 18-0911.04 55 55 39.4 42.8 74 x 63 36.50x50.63 N N 6 Int W 7/8° IMP 18-0911.04 55 55 38.4 41.7 74 X 63 54.63x50.63 N N 7 Int W 7/8° IMP 18-0911.05 55 55 40.1 43.4 52 X 75 18.13x26.25 N N 8 Int W 7/8° IMP 18-0911.04 55 55 37.1 40.5 74 X 63 73.13x61.88 N N 9 Int W 7/8" IMP 18-0911.04 55 55 37.8 41.2 74 x 63 56.13x61.88 N N 10 Int W 7/8" IMP 18-0911.04 55 55 37.8 41.2 74 X 63 56.13x61.88 N N 11 Int W 7/8" IMP 18-0911.04 55 55 37.8 41.2 74 x 63 56.13x61.88 N N 12 Int W 7/8° IMP 18-0911.04 55 55 37.8 41.2 74 X 63 56.13x61.88 N N 13 Int W 7/8^ IMP 18-0911.04 55 55 42.3 42.3 74 X 63 36.00x61.75 N N 14 Int W 7/8° IMP 18-0911.04 55 55 43.4 43.4 74 x 63 36.25x38.38 N N 15 Int W 7/8" IMP 18-0911.04 55 55 43.4 43.4 74 X 63 36.25x37.38 N N 16 Int W 7/8^ IMP 18-0911.04 55 55 43.4 43.4 74 x 63 36.0007.38 N N 17 Int W 7/a"IMP 18-0911.05 55 55 ; 43;x; ; 43';4. s2 x 75 17.88x38.63 N N 18 Int W 7/8° IMP 18-0911.04 55 550.' ' 43'4 43.4" 74 X 63 36.00x37.25 N N 19 Int W 7/8" IMP 18-0911.04 55 55,E ,.� 4�.7 42.7. X74 X 63 52.0007.00 N N 20 Int W 7/8" IMP 18-0911.04 55 5ET. . 4?.8 :: 41.8' 34 X 63 54.50x50.50 N N 21 Int W 7/8" IMP 18-0911.04 55 5S ' 4f.0 41*60 74 X 63 74.00x50.63 N N . ..... . .. . . ...... . .... .... . . .... . EaASCE 7-10 Design Wind Loads sy Se (s easyseals.co�, For Wall Components & Cladding _ .,..' Wind Pressures [psf] For use with Allowable Stress Design Wind speed v = 175 mph Exposure'C' ASD Load Combination Coefficient: 0.6 Kv = 1.0 Kd = 1.00 Enclosed Bldg GCpi = 0.18 Mean Triburary area at least... 10sgft Triburary area at least... 15sgft Triburary area at least 20sgft Triburary area at least 25 sq Triburary area at least 30sgft Triburary area at least 35sgft Triburary area at least 40sgft Triburary area at least 50sgft Roof Height u to: 15 ft Zone 4 Interior + +47.1 -51. Zone 5 Corner + I +47.1 -63.1 Zone 4 Interior +45.9 49.9 Zone 5 Corner + +45.9 -60.6 Zone 4 Interior +45.0 -49.0 Zone 5 Corner + +45.0 -58. Zone 4 Interior - +44.3 48.3 Zone 5 Corner + +44.3 -57.5 Zone 4 Interior +43.8 -47.7 Zone 5 Corner + +43.8 -56.4 Zone 4 Interior + - +43.3 -47.3 Zone 5 Corner + - +43.3 -55.4 Zone 4 Interior + - +42.9 -46.9 Zone 5 Corner + - +42.9 -54.6 Zone 4 Interior + - +42.2 -46.2 Zone 5 Corner + - +42.2 -53.2 16 ft +4 . - . +47.8 -64.0 +46.5 -50.6 +46.5 -61.4 +4 . -49.7 +45.61-59.7 1 +44.91-49.0 +44.91-58.3 +44.4 -48.4 +44.4 -57.1 +43.9 -47.9 +43.9 -56.2 +43.5 -47.5 +43.5 -55.3 +42.8 -46.8 +42.8 -54.0 17 ft +48.4 -52.5 +48.4 -64.8 +47.1 -51.2 +47.1 -62.2 +46.2 -50.3 +46.2 -60.4 +45.5 -49.6 +45.51-59.0 +44.9 -49.0 +44.9 -57.9 +44.4 -48.5 +44.4 -56.9 +44.0 -48.1 1 +44.0 -56.1 +43.3 -47.4 +43.3 -54.7 18 ft +49.0 -53.1 +49.0 -65.6 +47.7 -51.8 +47.7 -63.0 +46.81-50.9 +46.81-61.1 +46.0 -50.2 +46.0 -59.7 +45.5 -49.6 +45.51-58.6 +45.01-49.1 +45.0 -57.6 +44.6 -48.7 +44.6 -56.7 +43.8 -48.0 +43.8 -55.3 20 ft +50.1 -54.3 +50.1 -67.0 +48.7 -53.0 +48.71-64.4 +47.81-52.0 1 +47.8 -62.5 +47.1 -51.3 +47.11-61.1 +46.51-50.7 +46.51- +46.0 -50.2 +46.0 -58.9 +45.6 -49.8 +45.6 -58.0 +44.8 -49.1 +44.8 -56.6 22 ft +51.1 -55.4 1 +51.1 -68.4 +49.71-54.1 +49.7 -65.7 +48.8 -53.1 +48.8 -63.8 +48.01-52.4 +48.01-62.3 +47.4 -51.8 +47.4 -61.1 +46.9 -51.2 +46.9 -60.1 +46.5 -50.8 +46.5 -59.2 +45.7 -50.1 +45.7 -57.7 24 ft 1 +52.0 -56.4 +52.0 1 -69.7 +50.6 -55.1 +50.6 -66.9 +49.7 -54.1 +49.7 -65.0 1 +48.9 -53.3 +48.9 -63.5 +48.3 -52.7 +48.3 -62.2 1 +47.8 -52.2 +47.8 -61.2 +47.31-51.7 +47.3 -60.3 +46.6 -51.0 +46.6 -58.8 25 ft +52.5 -56.9Eii�� +51.11-55.5 +51.1 -67.5 +50.1 -54.6 +50.1 -65.5 +49.31-53.8 +49.31-64.0 +48.7 -53.2 +48.7 -62.8 +48.2 -52.6 +48.2 -61.7 +47.7 -52.2 +47.7 -60.8 +47.0 -51.4 +47.0 -59.3 26 ft +52.9 -57.4+51.5 -56.0 +51.5 -68.0 +50.5 -55.0 +50.5 -66.1 +49.8 -54.2 +49.8 -64.5 +49.1 -53.6 +49.11-63.3 +48.6 -53.1 +48.6 -62.2 +48.1 -52.6 +48.1 -61.3 +47.4 -51.9 +47.4 -59.8 28 ft +53.7 -58.3 +53.7 -72.0 +52.31-56.9 +52.31-69.1 +51.31-55.9 +51.31-67.1 +50.5 -55.1 +50.5 -65.6 +49.91-54.5 +49.91-64.3 +49.4 -53.9 +49.4 -63.2 +48.9 -53.4 +48.9 -62.3 +48.11-52.7 +48.11-60.7 30 ft +54.5 -59.1 +54.5 -73.0 +53.11-57.7 +53.11-70.1 +52.11-56.7 +52.11-68.1 +51.3 -55.9 +51.3 -66.5 +50.6 -55.2 +50.6 -65.2 +50.1 -54.7 +50.1 -64.1 +49.6 -54.2 +49.6 -63.2 +48.8 -53.4 +48.8 -61.6 32 ft +55.3 -60.0 +55.31-74.0 +53.8 -58.5 +53.8 -71.1 +52.8 -57.5 +52.8 -69.0 +52.0 -56.7 +52.01-67.4 +51.31-56.0 +51.3 -66.1 +50.8 -55.5 +50.8 -65.0 +50.31-55.0 +50.3 -64.0 +49.51-54.2 +49.5 -62.4 34 ft +56.0 -60.7 +56.0 -75.0 +54.51-59.2 +54.51-72.0 +53.5 -58.2 +53.5 -69.9 +52.6 -57.4 +52.61-68.3 +52.01-56.7 +52.0 -67.0 +51.4 -56.2 +51.4 -65.8 +50.9 -55.7 +50.9 -64.9 +50.11-54.9 +50.1 -63.2 35 ft +56.3 -61.1 +56.31-75.4 +54.81-59.6 +54.8 -72.4 +53.8 -58.6 +53.81-70.3 +53.01-57.7 +53.01-68.7 +52.31-57.1 +52.3 -67.4 +51.71-56.5 +51.7 -66.2 +51.21-56.0 +51.2 -65.3 +50.4 -55.2 +50.4 -63.6 36 ft +56.7 -61.5 +56.7 -75.9 +55.2 -60.0 +55.2 -72.9 +54.1 -58.9 +54.1 -70.8 +53.3 -58.1 +53.3 -69.1 +52.6 -57.4 +52.6 -67.8 +52.01-56.8 +52.0 -66.6 +51.6 -56.4 +51.6 -65.7 +50.7 -55.5 +50.7 -64.0 38 ft +57.3 -62.2 +57.3 -76.7 +55.8 -60.7 +55.81-73.7 +54.7 1 -59.6 +54.7 -71.6 +53.9 -58.7 +53.9 -69.9 1 +53.2 -58.1 +53.21-68.5 +52.61-57.5 +52.61-67.4 +52.1 -57.0 +52.1 -66.4 +51.3 -56.2 +51.3 -64.7 40 ft 1 +57.9 -62.8 +57.9 -77.6 +56.41-61.3 +56.41-74.5 +55.3 -60.2 +55.3 -72.3 +54.51-59.4 +54.5 -70.7 +53.8 -58.7 +53.81-69.3 +53.21-58.1 +53.2 -68.1 +52.7 -57.6 +52.7 -67.1 +51.9 -56.8 1 +51.9 -65.4 42 It +58.5 -63.5 +58.5 -78.4 +57.0,-61.9 +57.01-75.3 +55.9 -60.8 +55.9 -73.1 +55.01-60.0 +55.01-71.4 +54.3 -59.3 +54.31-70.0 +53.8 -58.7 +53.8 -68.8 +53.3 -58.2 +53.31-67.8 +52.4 -57.4 +52.4 -66.1 44 ft +59.1 -64.1 +59.1 -79.1 +57.51-62.6 +57.51-76.0 +56.4 -61.4 +56.4 -73.8 +55.61-60.6 +55.61-72.1 +54.9 -59.9 +54.91-70.7 +54.3 -59.3 +54.3 -69.5 +53.8 -58.8 +53.81-68.5 +52.9 -57.9 +52.9 -66.8 45 ft +59.41-64.4 +59.41-79.5 +57.8 -62.8 +57.81-76.4 +56.7 -61.7 +56.71-74.2 +55.81-60.9 +55.8 -72.4 +55.1 -60.2 +55.11-71.0 +54.5 -59.6 +54.5 -69.8 +54.0 -59.1 +54.0 -68.8 +53.2 -58.2 +53.2 -67.1 46 ft +59.7 -64.7 +59.7 -79.9 +58.1 -63.1 +58.1 -76.7 +57.0 -62.0 +57.01-74.5 +56.11-61.2 +56.1 -72.8 +55.4 -60.5 +55.4 -71.4 1 +54.8 -59.9 +54.81-70.2 1 +54.31-59.3 +54.3 -69.1 +53.4 -58.5 +53.4 -67.4 48 ft +60.2 -65.3 +60.2 -80.6 +58.6 -63.7 +58.6 -77.4 +57.5 -62.6 1 +57.51-75.2 +56.61-61.7 +56.6 -73.4 +55.9 -61.0 +55.9 -72.0 +55.3 -60.4 +55.3 -70.8 +54.8 -59.9 +54.8 -69.7 +53.9 -59.0 1 +53.91-68.0 50 ta +60.7 -65.9 +60.7 -81.3 +59.1 -64.3 +59.1 -78.1 1 +58.0 -63.1 +58.0 -75.8 +57.1 -62.2 +57.1 -74.1 +56.4 -61.5 +56.4 -72.6 +55.8 -60.9 +55.8 -71.4 +55.2 -60.4 1 +55.2 -70.4 +54.4 -59.5 +54.4 -68.6 52 ft +61.2 -66.4 +61.2 -82.0 +59.6 -64.8 +59.6 -78.7 +58.5 -63.6 +58.5 -76.5 +57.6 -62.8 +57.6 -74.7 +56.81-62.0 +56.t7,4.4+!:I. .2 -61.4 +56.2 -72.0 +55.7 -60.9 +55.7 -70.9 +54.8 -60.0 +54.8 -69.2 54 ft +61.71-66.9 +61.71-82.6 +60.1 -65.3 +60.1 -79.4 +58.9 -64.2 +58.9 -77.1 +58.0 -63.3 +58.0 -75.3 +i-43 {;lL *+53.7 {y9 +56.7 -72.6 +56.1 -61.4 +56.1 -71.5 +55.2 -60.5 +55.2 -69.7 55 ft +61.91-67.2 +61.91-82.9 +60.3 -65.6 +60.3 -79.7 +59.2 -64.4 +59.2 -77.4 +58.3 -63.5 +58.3 -75.6 w57.5 -62.8 a5I. - 2.1 +56.9 -72.9 +56.4 -61.6 +56.4 -71.8 +55.5 -60.7 +55.5 -70.0 56ft +62.2 -67.4 +62.2 -83.3 +60.5 -65.8 +60.5 -80.0 +59.4 -64.6 +59.4 -77.7 +58.5 -63.7 +58.5 -75.8 4+5107 .51-: ��5Z,.lrjf4 +57.1 -73.1 +56.6 -61.8 +56.6 -72.1 +557,-60.9 +55.7 -70.2 58ft +62.61-67.9 +62.6 -83.9 +61.0 -66.3 +61.0 -80.6 +59.8 -65.1 +59.8 -78.2 +58.9 -64.2 +58.9 -76.4 +58.2 -63.5 +58..5 -62.8 +57.5 -73.7 +57.0 -62.3 +57.0 -72. +55.1}•61'4„ +56;1 -70.8 60ft +63.1-68.4 +63.1 -84.5 +61.4 -66.8 +61.4-81.1 +60.2-65.6 +60.2 -78.8 +59.3 -64.7 +59.3 -77.0 +5 3.9 +5�..0 -63. +58.0 -74,2 +57.4 -62.7 +57.4.;/3.1. ^+56.5 =61.8'• Er5G5 (n • Design conforms to the Florida Building Code 6th Ed (2017). W • Tabulated design wind loads are based on ASCE 7-10 specifications for Ocomponents and cladding based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) Lf shall be verified by the contractor & building official prior to construction. C • This specification may be used in conjunction with engineering under LLI separate certification (by this engineer or by others) using Allowable Stress WDesign (ASD). :.7 • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, Fi. 33432 • Wind Speed noted above is ultimate design wind speed (3 -second gusts • Zone;4 & 5J'in�% ai: "4rnei' zonVesoctio ly) are as shown to • Plus (+) & minus (-) signs signify pressures acting toward and away frorg 4e rig* Where the digenaon lio" is theorninimuar ofl0% of the building's the exterior component or cladding surface, respectively. •least hd►izontal dimd%sion or40% of thelrll& rooflieight, but never less • Where "Mean (average) Roof Height" cannot be determined, peak roof than 3'-0" or 4%of the least horizontal dimension. height shall be used, except that eave height shall be used for roof angle • This specification is valid only for use with structures NOT located in the less than or equal to 10•. Round up to values shown upper one-half of an isolated hill ride or escarp ent. • ; • Wind pressures are applicable to all building floors. t Rsp 4 ificatio%is Olid r s ith ildin s� an Risk Category, � � vj � qaw 4y B 11fany B N, • Tabulated wind pressures are valid for all roof slopes; no reduction for inclyding gasentialiacilbie;end b4clinglor othefttructures that roof slopes 10• has been considered. redlesent% ssAstta*tialI%az'*d to IImansfg (A Fgevent of failure. • Tributary Area noted in table (effective wind area) is equal to the 4CeVgn=c ase gn s?,Vure rja�sQcatipn as r4osed Bldg minimum of [height x width] or [ht x ht / 3]. Round down to values shown. Copyright ©2019 Easy Seals rev 0619 Valid only -with n ineer's •i Si gnature & r ise se 5 4• �5 0.i. - ' u"n 04 9 a Eave HelgM - MeanRoofiRt--l�,• 'Christian a --nig iey, ;t> Peak Height '"' -FL PE #67382_ =•C 31124 waiccvanoH 7�'Doc "�•�='-., zt� . ' Doc(No.tA101 S -175C 5/25/2019 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map I Links ( Search I dba t Y /� ,:J,i USER:uub Approval I+N��%,;r7U5ER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # Q*by Application Type Code Version Application Status R. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tonyp@conservationwindows.com Tony Procopio tonyp@conservationwindows.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year Technical Representative 1997 AAMA/WDMA/CSA 101/I.S.2/A440 Address/Phone/Email AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 • • • • • • • •••••• •. 1994 TAS 203 ..... • QQalijy A4urance Representative • . AQrfiLM)Mone/Email • Ca%pg%rg • • • Su �c@�aGrY •••••• • • • •• • Cor-Mpjiance;lethod Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tonyp@conservationwindows.com Tony Procopio tonyp@conservationwindows.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA/N W W DA101/I.S.2 1997 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZgWuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%3d 1/3 5/25/2019 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Florida Building Code Online FL11409 R11 Eouiv EERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Method 1 Option A 05/12/2019 05/14/2019 05/17/2019 FL # Model, Number or Name Description 11409.1 Series 3000/4000 Series 3000/4000 Vinyl Fixed Window • Certification Agency Certificate Approved for use in HVHZ: No FL11409 R11 C CAC NI006320-R7.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 • Installation Instructions Other: FL11409 R11 II RPLS0053 RevA 3000-4000 F ss.pdf Created by Independent Third Party: Yes Verified By: Robert J. Amoruso, PE FL PE No. 49752 Evaluation Reports Created by Independent Third Party: Yes FL11409 R11 AE PERNo2518 Revl FL11409 3000- Evaluation Reports •• •• FL11409 R11 AE PERNo2518 Revl FL11409 3000- • 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes FL11409 R11 AE PERNo2518 Rev1 FL11409 3000- • 4000 5105 5108 5110 6613 7713 F ss.of Created by Independent Third Party: Yes Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Florida Building Code Online FL11409 R11 Eouiv EERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Method 1 Option A 05/12/2019 05/14/2019 05/17/2019 FL # Model, Number or Name Description 11409.1 Series 3000/4000 Series 3000/4000 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11409 R11 C CAC NI006320-R7.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: +70/-70 Installation Instructions Other: FL11409 R11 II RPLS0053 RevA 3000-4000 F ss.pdf Created by Independent Third Party: Yes Verified By: Robert J. Amoruso, PE FL PE No. 49752 Evaluation Reports Created by Independent Third Party: Yes FL11409 R11 AE PERNo2518 Revl FL11409 3000- Evaluation Reports •• •• FL11409 R11 AE PERNo2518 Revl FL11409 3000- Created by Independent Third Party: Yes 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes 11409.2 Series 5105 Series 5105 Impact Vinyl Fixed Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R11 C CAC NI006317.Ol.pcif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2021 Design Pressure: +55/-55 Installation Instructions bt4�r� • FL11409 R11 II RPL50054 RevA 5105 F ss.p(lf • • Verified By: Robert 1. Amoruso, PE FL PE No. 49752 • Created by Independent Third Party: Yes • • • Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf •• •• Created by Independent Third Party: Yes Created by Independent Third Party: Yes 1?4p2'�o' Series 5108 Series 5110 Impact Vinyl Fixed Window Series 5108 Impact Vinyl Fixed Window i Wse Approved for use in HVHZ: Yes Certification Agency Certificate AQR*yq4 for use in HVHZ: Yes Quality Assurance Contract Expiration Date FL11409 R11 C CAC NI009490-R5.pdf Approved for use outside HVHZ: Yes Design Pressure: +55/-65 Quality Assurance Contract Expiration Date I'IP44Usistant: Yes FL11409 R11 II RPL50073 RevO 5110 F ss.pdf 05/31/2027 Design Pi%ssure: +55/-55 Installation Instructions Other: Evaluation Reports FL11409 R11 II RPLS0059 RevA 5108 F ss.pSlf FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports FL11409 R11 AE PERNo2518 Rev1 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.of Created by Independent Third Party: Yes 11409.4 Series 5110 Series 5110 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R11 C CAC NI011103-R3.p_1f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2027 Design Pressure: +55/-65 Installation Instructions Other: FL11409 R11 II RPL50073 RevO 5110 F ss.pdf Verified By: Robert ). Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes 11409.5 Series 6613 Series 6613 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxc1%2f%2bPB8AOpw%3d%3d 2/3 5/25/2019 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Florida Building Code Online FL11409 R11 C CAC NI011688-R3.P�jf Quality Assurance Contract Expiration Date 10/31/2027 Installation Instructions FL11409 R11 II RPLS0074 RevO 6613 F ss.p(if Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.12df Created by Independent Third Party: Yes 111409.6 1 Series 7113 ( Series 7113 Vinyl Fixed Window j Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.0/-50.0 Other: Certification Agency Certificate FL11409 R11 C CAC NI011585-R3,pif Quality Assurance Contract Expiration Date 04/30/2027 Installation Instructions FL11409 R11 II RPL50075 RevO 7113 F ss.p2lf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2.601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. g2Ryright 2007-2013 State of Florida.:: Privacy ajailm9rit :: 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: ®� 1.01— LEI hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%3d 3/3 Credit Card •' Safe ...... ...... ..... 0 logo • Go: .. 000 ... .. 0000 . • ...... 000000 hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%3d 3/3 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 1 1 Project No. 419-0301 1 5/3/19 1 Page 1 of 3 Product Manufacturer Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 Product Name, Model and/or Description 3000/4000 Vinyl Fixed Window 5105 Impact Vinyl Fixed Window 5108 Impact Vinyl Fixed Window 5110 Impact Vinyl Fixed Window 6613 Impact Vinyl Fixed Window 7113 Vinyl Fixed Window Florida Product Approval No.: FL11409 Code: Current Edition of the Florida Building Code including the 6th Edition (2017) Florida Building Code Compliance Method: Product Approval Rule 61G20 -3.005(1)(a) — Certification Mark or Listing Product Name, Model and/or Designation; Test Report No. and Installation Drawing No.: • 3000/4000 Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, Orlando, FL. ■ NCTL-210-2747-1 dated 1/7/02 to AAMA/NWWDA 101/I.S.2-97 o PTC Product Design Group Drawing No. RPLS0053, Rev. A, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • 5105 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. ■ NCTL-110-9699-1 dated 10/5/05, signed and sealed by Howard E. Rupp, P.E. to TAS 201-94, TAS 202- 94 and TAS 203-94. o PTC Product Design Group Drawing No. RPLS0054, Rev. A, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 •�•'S:IU� Impact Vinyl Fixed Window �.; j Telt reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. • • • • • •; • ■ ICTL-110-11363-1 dated 5/15/08 (revised 9/3/08), signed and sealed by Howard E. Rupp, P.E. to TAS "� • • 9201-94, TAS 202-94 and TAS 203-94. *00.0 PTCft4ddct Design Group Drawing No. RPLS0059, Rev. A, dated 1/22/18, signed and sealed by Robert J. '0 Anf&6?&,1P.E., FL License Number 49752 • • • �1fl0�mpact l nYrFixed Window ..... .. . • "' o Tesl reWus and associated laboratory drawings by National Certified Testing Laboratories, York, PA. • WCTL-110-14747-1 dated 4/12/12, signed and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS • • • • •' .a02-94 and TAS 203-94. �• ti.• NCTL-110-14747-2 dated 4/12/12 to ASTM E1886-05 and ASTM E1996-02/06/09. ""'� • .00q• PTC Product Design Group Drawing No. RPLS0073, Original Issue, dated 1/11/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • 6613 Impact Vinyl Fixed Window Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. ■ NCTL-110-16563-1 dated 10/15/13, signed and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS 202-94 and TAS 203-94. ■ NCTL-110-16563-2 dated 10/15/13 to ASTM E1886-04/05 AND ASTM E1996 -02/04/06/09/012a. ■ NCTL-110-16563-3 dated 10/15/13 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08/11. PTC Product Design Group Drawing No. RPLS0074, Original Issue, dated 1/11/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 iAFL 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 1 1 Project No. 419-0301 1 5/3/19 1 Page 2 of 3 • 7113 Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. ■ NCTL-110-15928-1 dated 4/12/03 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08 o PTC Product Design Group Drawing No. RPLS0075, Original Issue, dated 1/11/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 Engineering Analysis It Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for 3000/4000, 5105, 5108, 5110, 6613 and 7713 Vinyl Horizontal Sliding Window signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752. • Frame Profile Substitution per PTC Product Design Group Comparative Analysis Report No. 2594-1, Rev. 0, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752. o Evaluation formed basis for NAMI Waiver of Retest for frame profile substitution. Component Approvals: Impact interlayer code conformance based on the following. • Extruded rigid PVC by Energi Fenestration Solutions USA, Inc. Per Miami -Dade NOA No. 18-0122.02 or later to the Current Edition of the Florida Building Code. See Miami -Dade NOA listing here. • Kuraray America Trosifol PVB interlayer code conformance per the currently issued Miami -Dade NOA No. 17- 1114.14 or later to the Current Edition of the Florida Building Code. See Miami -Dade NOA listing here. • Kuraray America SentryGlas (SG) interlayer code conformance per the currently issued Miami -Dade NOA No. 17- 0808.02 or later to the Current Edition of the Florida Building Code. See Miami -Dade NOA listing here. • Eastman Chemical Company (MA) Saflex PVB interlayer code conformance per the currently issued Miami -Dade NOA No. 18-0301.05 or later to the Current Edition of the Florida Building Code. See Miami -Dade NOA listing here. FRerTerrVance.Testk1$: • 0• 0 0 • 0000.. •;�" :As listed iv test report summary above. 0000•• 0000.. Limitations & )r'bWfions of Use: 0000.. • 0 • 00.000 •"" .;..5105, 5168!91J0 and 6613 Impact Vinyl Fixed Window '00:00 • ' 000 • . o "Ne products have been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). •0000 0.00•; o Wseproducts will not require an approved impact protective system when used in wind borne debris • •••r• 0000.. •• regions. '. • ••'3600/4010%ndJ113 Vinyl Fixed Window • 0 0* 0 0 • o These products have not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). 0000.. ��•� o These products will require an approved impact protective system when used in wind borne debris regions. • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r�L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 1 1 Project No. 419-0301 1 5/3/19 1 Page 3 of 3 • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 ��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 i/Lr 321-690-1788 1 FBPE Certification of Authorization No. 25935 NOTICE OF PRODUCT CERTIFICATION CERTi�&- Ck"'�R CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI009490-115 05/30/2008 Structural Regency 750-1 05/08/2019 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus, Inc. Series "5108" Impact Rated 2000 Locust Gap Highway Vinyl Fixed Window Mount Carmel, PA 17851 FER-Passed Configuration: O Glazing: IG -1/8" Tempered Glass/Laminate- 1/8" Annealed Glass/0.090" DuPont Interlayer/ 1/8" Annealed Glass • ' Frame: W-1524mm(60") H-1524mm(60") • ••"•• DLO: W-1384mm(54.5") H-1384mm(54.5") •.•.SPECIFICATION PRODUCT RATING ..•••• • ..:TAS 201/202/203-94 Design Pressure: ±2633 Pa (55 psi±) • ... ' • -4STM F588-02 ' Large Missile Impact Rated 0006 Y FER-Passed • •- Product Tested By: National Certified Testing Laboratories Report No: NCTL-110-11363-1/W-1901 Expiration Date: May 31, 2027 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 •;: ;'; EG�1'iT,CY PLUS, INC. 6" MAX. Q 3 Z O - U)= Q a Q d U to 0 ca Z LU 3z w Z X Q w (D5. RK Z p ~ U U Z � m ,•. • SERIES 51$�S 4MOACT VINYL FIXED WINDOW / GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR - LAMI LITE OF 1/8' M FRAN HEIGI Q INSTALLATJQN ANCHORAGE DETAILS 0 � ANNEALEDx ROSIFOL PVB INTERLAYER x 1/8" ANNEALED GLASS, DESICCANT STEEL 0 100 Z w t, �m 00 • • • (• • •' w K of i- O ~ 4 • • • • • • • • :NOTES: • p o OZ AS TESTED GLAZING MEETS ASTM E1300 -09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL • • • • , • • , • ¢ a ie w F F o • • • : • • • • • • 4.• THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT B 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 101II.S.2/A440 SHALL BE ALLOWED PER ASTM a w • •+ FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). E1300. W 60" MAX FRAME WIDTH 8" MAX 0. C. 6" MAX. Q 3 Z O - U)= Q a Q d U to 0 ca Z LU 3z w Z X Q w (D5. RK Z p ~ U U Z w o Q . on a Q 0i Z O / GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR - LAMI LITE OF 1/8' M FRAN HEIGI Q ANNEALEDx ROSIFOL PVB INTERLAYER x 1/8" ANNEALED GLASS, DESICCANT STEEL FI F\/ATI(lN vicar NOTES: 1. MAXIMUM D.L.O.: 54-1/2"X54-1/2". TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS DESIGN PRESSURE RATING (PSF) IMPACT RATING LARGE AND SMALL +55.0/-55.0 MISSILE IMPACT HVHZ AND WIND ZONE 4, MISSILE LEVEL D 2. \ /) 3. 4. 5.1. 6. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. iX BUCK OVER CONCRETElMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTL-110-11363-1 DATED 5/15/08 (REVISED 9/3/08), SIGNED AND SEALED BY HOWARD E. RUPP, P.E. BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA FOR DETAILS. MATERIAL: FRAME: EXTRUDED RIGID PVC. GLAZING:1. Q 3 Z O - U)= Q a Q d U to 0 ca Z LU 3z w Z X Q w (D5. RK Z p ~ U U Z w o Q . on a Q 0i Z O 6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR - LAMI LITE OF 1/8' Z =)Q Q ANNEALEDx ROSIFOL PVB INTERLAYER x 1/8" ANNEALED GLASS, DESICCANT STEEL 0 100 Z SPACER, 1/8" TEMPERED SACRIFICIAL LITE. INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT) K of i- O ~ E AND ASNAP-INTWO (2) LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND 9/16" GLASS BITE. p o T 6.2. AS TESTED GLAZING MEETS ASTM E1300 -09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL N w ie DOCUMENT. W d w B 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 101II.S.2/A440 SHALL BE ALLOWED PER ASTM f 1 E1300. W 6.4. SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE /n NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GLAZING BEADS (GASKETS) SHALL MEET THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AS REQUIRED. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER Robert J. Amoroso, P.E. OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". Florida P.E. No. 49752 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16- HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8' MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD - MINIMUM SPECIFIC GRAVITY (G) OF 0.42 (NON-HVHZ) AND 0.55 (HVHZ) 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM PTC Product Design Group, LLC PO Box 520775 Longvrood, FL 32752-0775 321-690-1788 info@ptc-corp.com FBPE Certificate of Authorization No. 25935 INSTA }p NPMCHOR.•WOOD: • • • gW:ALLATION NOTES: SCREt SWIOWNIII SEL•ET N�TE:5 •• • • THIS SHEFOR ANCH R • • 9:0 • F APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE RECRAFID. • • • 1.1. WOOD FRAMING MIN. EDGE DISTANCE. SEE 1.2. STEEL STUD FRAMING AND NOTE 5 THIS SHEET. MIN. 1.3. CONCRETE AND/OR MASONRY EMBEDMENT, SEE • • • • • • •' 02. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO NOTE 5 TMS S�EE�. • • • • • • STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT INSTALLATION • • a • • • • • • ` : OR ENGINEER OF RECORD. SUBSTRATE BY • • • • NOTESOTHERS. S TOES • •• • • • • • • • • ` 003. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCK IS NOT USED, DISSIMILAR THIS SHEET. MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF �O1 4" MAX. / 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM SPACE PERIMETER SEAL QQO 5.SUBSTRATE ANCHORING METHODS: BY OTHERS 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/. 1" TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/. 1" TOLERANCE. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/_ 1" TOLERANCE. WINDOW INTERIOR HEIGHT EXTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. 1/4' MAX. INSTALLATION ANCHOR. WOOD SHIM SPACE SCREW SHOWN. SEE NOTE 5 n � THIS SHEET FOR ANCHOR TYPE ILJ` REQUIRED. 1/4" MAX. MIN. EDGE a Q❑ SHIM SPACE DISTANCE. SEE INTERIOR PERIMETER SEAL -.,NOTE 5 THIS BY OTHERS =—N SHEET. D INSTALLATION '14 MIN. D SUBSTRATE BY EMBEDMENT, SEE �a OTHERS. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE NOTES 1 TO 3 THIS SHEET. BY OTHERSTO 3 THIS SHEET. BY OTHERS . SEE NOTES 1 PERIMETER SEAL EXTERIOR MIN. EDGE DISTANCE. SEEINSTALLATION ANCHOR. WOOD WINDOW WIDTH NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME APPROVED APPROVED o 0 � O � N O O Z 1�1< i 3 0 W J LLw a v JQ z z Q y wz >O a vgJ I� �F O Z Robert J. Amoroso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 info@Piccary.com FBPE Certificate of Authonntion No.25935 • ..•gosee INSTA }p NPMCHOR.•WOOD: • • • gW:ALLATION NOTES: SCREt SWIOWNIII SEL•ET N�TE:5 •• • • THIS SHEFOR ANCH R • • 9:0 • F APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE RECRAFID. • • • 1.1. WOOD FRAMING MIN. EDGE DISTANCE. SEE 1.2. STEEL STUD FRAMING AND NOTE 5 THIS SHEET. MIN. 1.3. CONCRETE AND/OR MASONRY EMBEDMENT, SEE • • • • • • •' 02. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO NOTE 5 TMS S�EE�. • • • • • • STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT INSTALLATION • • a • • • • • • ` : OR ENGINEER OF RECORD. SUBSTRATE BY • • • • NOTESOTHERS. S TOES • •• • • • • • • • • ` 003. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCK IS NOT USED, DISSIMILAR THIS SHEET. MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF �O1 4" MAX. / 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM SPACE PERIMETER SEAL QQO 5.SUBSTRATE ANCHORING METHODS: BY OTHERS 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/. 1" TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/. 1" TOLERANCE. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/_ 1" TOLERANCE. WINDOW INTERIOR HEIGHT EXTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. 1/4' MAX. INSTALLATION ANCHOR. WOOD SHIM SPACE SCREW SHOWN. SEE NOTE 5 n � THIS SHEET FOR ANCHOR TYPE ILJ` REQUIRED. 1/4" MAX. MIN. EDGE a Q❑ SHIM SPACE DISTANCE. SEE INTERIOR PERIMETER SEAL -.,NOTE 5 THIS BY OTHERS =—N SHEET. D INSTALLATION '14 MIN. D SUBSTRATE BY EMBEDMENT, SEE �a OTHERS. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE NOTES 1 TO 3 THIS SHEET. BY OTHERSTO 3 THIS SHEET. BY OTHERS . SEE NOTES 1 PERIMETER SEAL EXTERIOR MIN. EDGE DISTANCE. SEEINSTALLATION ANCHOR. WOOD WINDOW WIDTH NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME APPROVED APPROVED o 0 � O � N O O Z 1�1< i 3 0 W J LLw a v JQ z z Q y wz >O a vgJ I� �F O Z Robert J. Amoroso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 info@Piccary.com FBPE Certificate of Authonntion No.25935 M IAM 1•DADE MIAMI—DADE COLNTY 790, 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 Regency Plus, Inc. 2000 Locust Gap Highway Mount Carmel, PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5405" White PVC Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. R LS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - "e County Product Control Section. �•MISSIL$ IXT; T RATING: Large and Small Missile Impact Resistant: • * b4ELII f G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and%'llowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted .herein. • • • • . • 'RENEWti1 o phis NOA shall be considered after a renewal application has been filed and there has been . no ckange irk toe, applicable building code negatively affecting the performance of this product. ••.• TERMINA•WI4Al of this NOA will occur after the expiration date or if there has been a revision or change • in the materra1S,•dse, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of itfy produQ4' for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 18 triply 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 renews NOA No. 18-0122.12 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 Manuel Perez, P.E. NOA No. 18-0911.041 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 Page 1 0 0 �8 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12) 2. Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 18-0122.12) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11507-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold Rupp, P.E. (Submitted under NOA No. 08-1210.12) G .. CALCULATIONS • • • • : 1. • •Apchor verification calculations and structural analysis, complying with FBC 51h • EBition (2014), dated 03/31/15, with revision dated 09/01/15, prepared by PTC • •" : • Pivduct Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. • • • • , . .. (Submitted under NOA No. 15-0618.03) '.. • : 2. : • • 31uzing complies with ASTM E1300-04 • D.•" QUA�t1Y ASSURANCE • • 1. ..: Miami -Dade Department of Regulatory and Economic Resources (RER). .:. • • • ji. •• • • MATERPAL CERTIFICATIONS 0000 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Pere?,/P-.4. Product Control Ex mi r NOA No. 18-0911.04 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 18-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window — L.M.I., approved on 10/01/15 and expiring on 07/22/19. E-2 Manuel Pe z, P.E. Product Control xa iner NOA No. 1 - 11.04 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 .... ..... .. . ...... ...... ...... ...... .. ...... ...... .... . . E-2 Manuel Pe z, P.E. Product Control xa iner NOA No. 1 - 11.04 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS .... 1. Letter from manufacturer requesting a 1 -year extension to allow time to perform • • • ; .' 6erification test, dated 06/11/18, signed by Tony Procopio, Plant Manager. • ...... 2. " 'Nesting agreement letter, dated 06/12/18 between National Certified Testing ;.;.Uboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. •• • B:zpp Laboratory Manager. ..... .. . ...... ••••• 0 OT9 M8 .a. �.... 1. Tiptice of Acceptance No. 18-0122.12, issued to Regency Plus, Inc. for their Series .. ..:S"&05" White PVC Horizontal Sliding Window— L.M.I., approved on 03/08/18 and • ' . • • • tViring on 07/22/19. • • • • • • • • • • . 2. This is a one year approval, subjected to successful verification test. Manuel Pe z, . Product Control xamine NOA No. 1 - 4 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 E-3 . . ... . . . • 41. • .. .. . . . .. .. . . ... . . . . .. . • ••• • . . . . . . . .. . 00 ' • ' 'GENCY PLUS, INC. IMPACT SERrL�'S 5405 HORIZONTAL SLIDER WINDOW - LMI 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VEL -5 f HURRICANE ZONE (Hy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•INST24I#I7(iNANCHORAGEDETAILS 7. MATERIALS: INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 7.1 WINDOW FRAME MATERIAL: ENERGI FENESTRATION SOLUTIONS USA, INC., WHITE RIGID PVC EXTERIOR 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MIAMI-DADE NOTICE OF ACCEPTANCE INCA). PRODUCT INSTALLATION. 72 GLAZING INTERLAYER KURARAY AMERICA, INC. TROSIFOL INTERLAYER PER CURRENT MIAMI DADE NOTICE OF ACCEPTANCE (NOA). ® 8. NOT USED. ® 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300,D4e1. 10. DESIGNATIONS 'X" AND "O' STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL 11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6 A HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE WOOD -ONLY FAILURE GOVERNS. FOR OTHER MATERIALS, APPROPRIATE SAFETY FACTORS PER THE APPLICABLE DESIGN STANDARD ARE USED. 12. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IN NOT NEEDED. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR THRU MAIN FRAME WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH. 5.5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: 5.1. CONCRETE SUBSTRATE 5.1.1. 1 1/21NCH MINIMUM EMBEDMENT 5.1.2 1-1/2 INCH MINIMUM EDGE DISTANCE 5.2. MASONRY SUBSTRATE 5.2.1. 1 INCH MINIMUM EMBEDMENT 512. 2 INCH MINIMUM EDGE DISTANCE 6. FOR PARTING STOP INSTALLATION USE #8 X 1 12 INCH WOOD SCREWS. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES 2 F ELEVATION AND ANCHOR LAYOUTS 3 F VERTICAL SECTIONS 4 F HORIZONTAL SECTIONS, GLAZING DETAIL & CORNER DETAIL 5 F CORNER DETAIL 6 F COMPONENTS AND BILL OF MATERIALS 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INFO FACE SHELL OF BLOCK 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD PROTECTION.WOODPROTECTION.WOOD- PRESSURE TREATED SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURRENT EDITION FBC/FRC AS RELATED TO WOOD PROTECTION. ® B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AND CONFORMS TO ACI 301. ® C. MASONRY - STRENGTH CONFORMS TO ASTM C90, MEDIUM WEIGHT WITH DENSITY> 117 PCF. wooUCT RF.NEW'[7 en eeraplyiag wkh At FIaIM R9d:1!rg Calle ( Aescy;sr;:e Ne DESIGN PRESSURE RATING (PSF) IMPACT RATING ±55.0 LARGE MISSILE IMPACT Robert J. A -se, P.E. Florida RE No. 49752 No 49752 :o STATE OF ,''� T �5". O R I'D � `,S�ot1AltN5`- tODUCT REVISED complying with the Florida r%l in Code Imee No )8-0)22.1 63" MAX) 1FRAME HEIGHT) �8 3/4" FMAX. D.L.O. . ... . . . ... .. .. • . . . .. .. . . . . . . . . . . . LL a a a v . . ... . . . . .. . • 00: • L*7.3/4"-Y1v FOM' NEfjS (lYM HEAD & SILtiV�ARAAGP CORNERS) • • • • • • • • • • • • • • • • • : 5 1 /2" MAX! O FROM_FRAME CORNERS, (TYP.) _ 13" O.C. TYP. INSTALLATION ANCHOR (TYP.)J ll1 PARTING STOP—/ I ANCHOR (TYP.) STEEL REINFORCEMENT FIXED W/ (2) EVENLY SPACED METAL SCREWS 571/2" MAX. D.L.O. 1 1/2"x 1/4" WEEP HOLE — 1 I— 2 5/8" FROM END (TYP.) ELEVATION EXTERIOR VIEW I@`HEAD&' l 6 "' M/1J1.1 C FROM PARTING) fOP CORNERS, (TYP.) II u n u ii 12" O X O.C. TYP. I IT TT—y! 6" MAX._O.C. FROM .FRAME, CORNERS. (TYP.) 3" MAX. (TYP.) @ HEAD 84 SILL FOR WOOD SCREWS 4" MAX. (TYP.) @ HEAD & SILL FOR CONCRETE SCREWS; `3 --MAX.- FROM-C.C. (TYP:) Q HEAD & SILC A 6" MAX'FROM C.L.—(TYP'.) @ HEAD & E SILL FOR WOOD SCREWS. S 7" MAX. FROM C.L. (TYP.) @ HEAD & SILL FOR CONCRETE SCREWS.,/ G\ LAYOUT EXTERIOR VIEW Boou" RENEWE6 w ecmpl.5"g wish the Fh•Hh 9.win coda 4ssc . sra Na l8' 11 Robes J. Aogaeo, P.E Florida P. E. No.49752 No 497552 _ �'• STATE `1�•_ c� O R Q p'Cy`r EN p�� wmPlYir% wild the Florida bldir. Cala . _ _ ___ .. a � 8 W U U LL a a a v Robes J. Aogaeo, P.E Florida P. E. No.49752 No 497552 _ �'• STATE `1�•_ c� O R Q p'Cy`r EN p�� wmPlYir% wild the Florida bldir. Cala . _ _ ___ .. . . ... . . . ... m BUCK BY OTHER N AL TION E: •� H • • • • • • 4R STALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) • • • • 7/8" MINS (SEE NOTE 5, SHT. 1) e" 3 WOOD BUCK PROTECTION BY • • . . ... . . . . .. . ONE BY WOOD 13 ty4" }fW •fAPCO • • • • • • • • • • #12 WOOD SCREW 12 ONE BY WOOD m BUCK BY OTHER N AL TION E: •� H • • • • • • 4R STALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) • • • • 7/8" MINS (SEE NOTE 5, SHT. 1) e" 3 WOOD BUCK PROTECTION BY • • @DGE"ST.•• •• SHEATHING EDGE DIST.I TWO BY 97000 OTHERS ( SEE INST. NOTE BY OTHERS BY OTHERS 9d CONCRETE BY OTHERS 11A) :': v ao .v c EXTERIOR FINISH (SEE NOTE 4, SHT. 1) m (SEE NOTE 4, SHT. 1) ; vv v c v v. ', • b • •• ' 1 1 2"•All �MD�E • T1.1/2- • • BY OTHERS ; X 1 •1 /2" w o 4 ZL 10 • 1 1/2" MINS rr ,H 1SCR 2" _ ' WOOD SCREW EMBEDMENT, EMBEDMENT. - a ay 14 WOOD • • : • • • • #8 X 1 1 /2' 14 a WOOD SCREW 1/4" MAX. EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE j 10 SHIM SPACE PERIMETER CAULK BY OTHERS �0 f 1051 21 PERIMETER CAULK o $ m 1 n fir�ll g BY OTHERS 0 ^Q� o a B VERTICAL SECTION CONCRETE S111S7RATF WINDOW EXTERIOR OPERAUF�P SRO° ' INTERIOR HEIGHT SEE GLAZING rDETAIL 2 DETAIL 3 15 PERIMETER CAULK BY OTHERS #8 X 1 1 /2"14 WOOD SCREW EXTERIOR FINISH BY OTHERS CONCRETE BY OTHERS— (SEE NOTE 4, SHT. 1) ONE BY WOOD - BUCK BY OTHERS (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION— BY OTHERS (SEE INST. NOTE 11A #8 X 1 1/2" WOOD SCREW 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT ZE 1/4- ITW TAPCON 73 a 1/2" MIN. INSTALLATION ANCHOR ' EDGE DIST: VERTICAL SECTION h CONCRETE SUBS11RA18 OPERBALZ PANE. SHOWN, FDM SB.SR.AR EXTERIOR INTERIOR C VERTICAL SECTION WOOD SLB75'OtATE OPERABLE PANEL SHOWN, PD= SIMB.AR INTERIOR EXTERIOR D HORIZONTAL SECTION WINDOW HEIGHT 00 U) Qz U 1111 aQ.(L00On mN3i � Luu Lu c}i)�o� ZOQ�Q 2U 00 0 Lu C 8 u)> �agd Sm uJ €€ Lu 8 U �U S Robert J. Amoroso, P.E. Fbr10a P.E No. 49752 11111111/111/I JAMES 4 .111.. JOkQ--��GEIVg ��4i No 497 2 :O STATE OF <0 ~� PR0DUCrPM3W qhs .dt► tlrlb(b complying whh the Florid) . . ... . . . ... . . ... . . . . .. . ... I I� 1 1/2' MIN. EMBEDMENT — CONCRETE 14 TWO BY WOOD :' FRAME BY OTHERS` O (SEE NOTE 4, SHT. 1) 000 SCREW 1,04"•MAIC. 0 0 •0 • • SH%SPATE • •• ••• •• 1 1/2" MIN a. Q .Q (SEE NOTE 4, SHT. 1) HORIZONTAL SECTION WOOD PRAMS SUBSTRAIE Q. WOOD BUCK & MASONRY MXED PANEL SHOWN, ONE BY WOOD EMBEDMENT 7 Q (SEE NOTE 5, SHT. 1) fj /2" z #8 X 1 1/2 - 14 ODD WOOD SCREW tri INTERIOR 10 1 19 17 16 SHIM AS REQUIRED • • • •• ••• ••• #12 WOOD SCREW ,2 q • • i i i • • • INSTALLATION ANCHOR • • • • • • • • 7MIN. EDGEE D DISTANCEV, I I� 1 1/2' MIN. EMBEDMENT — CONCRETE IIIL�IIr o TWO BY WOOD :' FRAME BY OTHERS` O (SEE NOTE 4, SHT. 1) SHEATHING''' V BY OTHERS 20 15 EXTERIOR X 1 1/2" W000 SCREW 14 10 W ERIMEfER CAULK EXTERIOR FINISH BY OTHERS BY OTHERS a. Q .Q (SEE NOTE 4, SHT. 1) HORIZONTAL SECTION WOOD PRAMS SUBSTRAIE Q. WOOD BUCK & MASONRY MXED PANEL SHOWN, ONE BY WOOD OPERABLE PANEL SUM AR) 7 Q (SEE NOTE 5, SHT. 1) 1/4" MAX. SHIM SPACE SHIM AS REQUIRED PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS F HORIZONTAL SECTION CONCRBIE/MASONRYSUBSLIUTE (OPE RBALE PANEL SHOWN, PDO;D PANEL SAGLAR) #8 X 1 1/2" WOOD SCREW ZL 1 1/2' MIN. EMBEDMENT — CONCRETE 1" MIN. EMBEDMENT — MASONRY t3 1/4" ITW TAPCON INSTALLATION ANCHOR 5 V 1 1/2"" MIN. EDGE DISTANCE — CONIC V 2" MIN. EDGE DISTANCE — MASONRY c Q I n Q + CONCRETE OR MASONRY 4. BY OTHERS a. Q .Q (SEE NOTE 4, SHT. 1) ISOLATION MATERIAL BETWEEN Q. WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS 7 Q (SEE NOTE 5, SHT. 1) fj /2" z #8 X 1 1/2 - 14 ODD WOOD SCREW tri 7/8" O.A. LAMINATED GLASS CONSISTING ,5 OF: EXTERIOR LAMINATED GLASS — (2) 1/8" ANNEALED GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS 15 Q 15 � 26 EXTERIOR 16 / 26 2 \ INTERIOR 17 GLASSBITE[INTERIOR I EXTERIOR 1/2- GLASS BITE 1 27 ® 4 16 � 27 B GLAZING DETAIL I GLAZING DETAIL 2 1SOfN1CT H£Nt.'WB n cv ol�:eg with the Me" . VOz ?010 R ,<' r.e,n a o� � NJ aa. mq 2 � Lu U u) j 9 O 3N W° N NN 11101 01 gz ` � aZ MN _O G$;E x g Robert J. An—act. P.E. Rudd. P.E. No. 49752 No 49752 0 STATE1 •� RODUCT REVISED u—PtYm3 with `be FI -id. Idcg G>de ,- ...wn . . ... . . . ... • co • 000 . . . . . . . .. . . • V�LDEDT�IYEiZE� ••• •• JCORNER CONSTRUCTION ••• • • Is • •• • • • • • • ••• •• 2" O.C. (TYP.) 14 or 14 / \ 10 4 SHIM NOTE: CORNER DETAIL 1X PT WOOD BUCK PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK WITH SIKA 551 SILICONE O g N o w 3 Lj � N fn ZV. �QJ U ai �aaZCi'"t�wz 3 r S (Q'JW N� 1 8 Uy OZ " 000 cL) ?2 N W W p 777t999 K Hsi ®® TILT LATCH a 0s97• STEEL - ZINC COATED �� 6 g a17s' 0.323" S 0.345• 0.205' Ra ld J. A-.. No.452 FloHde P.E.. No. 49752 0.166"J � ❑ 0.709'%111 A�q ���te::•1GEMS. p�.� 0.377" 2.260' 1.9D6" % 5.622' o 49752 e `1 .� • 0.669' ❑ 11 1 a11� 0.803" 067• 0 0:•S'''TAATTE OF 1.012'T 0.709ILI' i O ry'ji0,141% % 0.544' 0.157•) P.00u,-T REPIMM PR(DI)cr REVISED ro ^.z:at;:99i:�? •ik tke Flaeli as—p9yiag with toe FlOP42 9sk*1k:%<iuie Daiidws Code a.cc- I$-0411.04 1R•0122.12 a 4 0 W L) LL � W O Ir o v O g N o w 3 Lj � N fn ZV. �QJ U ai �aaZCi'"t�wz 3 r S (Q'JW N� 1 8 Uy OZ " 000 cL) ?2 N W W p 777t999 K Hsi ®® TILT LATCH a 0s97• STEEL - ZINC COATED �� 6 g a17s' 0.323" S 0.345• 0.205' Ra ld J. A-.. No.452 FloHde P.E.. No. 49752 0.166"J � ❑ 0.709'%111 A�q ���te::•1GEMS. p�.� 0.377" 2.260' 1.9D6" % 5.622' o 49752 e `1 .� • 0.669' ❑ 11 1 a11� 0.803" 067• 0 0:•S'''TAATTE OF 1.012'T 0.709ILI' i O ry'ji0,141% % 0.544' 0.157•) P.00u,-T REPIMM PR(DI)cr REVISED ro ^.z:at;:99i:�? •ik tke Flaeli as—p9yiag with toe FlOP42 9sk*1k:%<iuie Daiidws Code a.cc- I$-0411.04 1R•0122.12 . . ... . . . ... .. .. % .. 0 MAIN FRAME WEEP HOLES (SILL): • WHITE RIGID PVC 1/2" X 1/2" EACH END (INT. TR K 0.070" THK. 112- X 31B" MIDSPAN (INT. TRAM 5/8" X 3/8" EACH END EXT. TRA ( 4 3/16" 2 L D 1 3/8. oaf -� 3 1 /4" lGSASSH FRAAMME- • • • • I -6E GIP PVC • • • • • 0.068' TIgK. • • ' • • • • 7 1T • 4:.9/ • ••• i • GLAZING STOP - OPERABLE LITE • Q GLAZING STOP W/ HANDLE WHITE RIGID PVC WHITE RIGID PVC 4 0.055' THK. 0.055" THK. 5/16" --r �- (� 15/16" —�11/8" 5 16" � o a ww w oFz a an 'A o �= a z :o� �< o W 3 o K c • • • • • ••• •• 7 • ;ASI}CO�'ER WHITE RIGID PVC 0.075" THK. _� s/, 6- --j 1 3/8- 17 GLAZING STOP - FIXED LITE 19 PANEL STOP / FRAME COVER WHITE RIGID PVC WHITE RIGID PVC 0.070' THK. 0.050" THK. —1 aooper r, dit �' 6,. m.atsptYias:itY 1/2" 9/16" q�wi.:g Cad.No 0 �- t :p.,t:x D.C. D� 1" ��-1 5/g"� 8}. -dtaal 5 POCKET COVER O (EXT. TRACK) WHITE RIGID PVC 0.070" THK. 1 1 /16" 1 7/8" (DPOCKET COVER (INT. TRACK) © TILT LATCH STEEL - ZINC COATED WHITE RIGID PVC 0.070" THK. SEE SHEETS 6" HOLES:1 7 T8e" 3/4" X 3/8" EACH END 1/4"X 9116" MID SPAN BILL OF MATERIALS '< = = m C7 1� ' J % a a c w >� � W 00 L) u � N � LL r o Oz ='!" a mo szee wz w ILWEEP y O O a U V1 z m REM N DESCRIPTION MATERIAL SUPPLIER= 1 MAIN FRAME WHITE RIGID PVC "EFS A 2 SASH FRAME WHITE RIGID PVC '"IL 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC " EFS m 2-7 1; o ¢ m a G 6 o LL 4 GLAZING STOP - OPERABLE LITE WHITE RIGID PVC " EFS 5POCKET COVER (EXT. TRACK) WHITE RIGID PVC " EFS 6 POCKET COVER INT. TRACK WHITE RIGID PVC " EFS SASH COVER WHITE RIGfD PVC "EFS 8 REINFORCEMENT (SASH FRAME) 15 GA. STEEL ALLOY 100811010' REGENCY PLUS, INC. 9 INTERLOCK COVER WHITE RIGID PVC " EFS 10 PARTING STOP WOOD PT SYP G=0.55 MIN.W Og INTERLOCK COVER WHITE RIGID PVC 0.070" THK 15/16" f-1 3/4" 0 REINFOSH FRAME RCEMENT SA STEEL 0.050" THICK Fy = 30 - 50 SKI Fu - 68.7 KPSI �(— /15"J Ij 3/4" z5 REINFORCEMENT FIXED MEETING RAIL 18 FIXED MEETING RAIL O 11 CAM SWEEP LOCK & KEEPER STEEL TRUTH 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL — WHITE RIGID PVC 0.066" THK. T15 o� 2 3/16" r t 2 1/16"- 13 1/4" ADVANCED THREADFORM TAPCON STEEL ITW 14 #8 X 1 1/2" WOOD SCREW STEEL -- Rbad J. A A—, PE RoMe P.E. No. 49752 ���Az............. .SNMES .. E.. q-oo 0; Sly :9G No 49752 : STATE OF W , �' °( p r: .'' �: �' G� �� r, S� 7/8-0 ' A. INSULATED GLASS (SEE GLAZING GLASS EDGESEAL DETAION SHEET 4 ) 16 SIKA FLEX 552 SILICONE SIKA 17 GLAZING STOP -FIXED LITE WHITE RIGID PVC **EFS 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS 19 PANEL STOP / FRAME COVER WHITE RIGID PVC " EFS 20 POCKET INSERT - FIXED PANEL WHITE RIGID PVC " EFS O10 PARTING STOP WOOD _F0 1 1/2- 5/8" 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERSENG'G 23 HURRICANE TILT LATCH (1057��S EWKSEE NOTE BELOW) STEEL -ZINC COATED VISION IND. STEEL 0.050" THICK Fy = 30 - 50 KSI Fu = 37.5 - 68.7 KPSI 1— 15/16" �— 3/4" O POCKET INSERT 20 FIXED PANEL WHITE RIGID PVC 0.060" THK 13 16" / 1 1 /8" 24 WEEP HOLE COVERS PLASTIC RO-MAI 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS, INC. 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL 'UDUCT ItEVIS�Flofba o ply;g sth LaiIdws caa. Ac pyo¢ N1u i4 sahon B Minn' ad. prod_ 27 GLAZING PAD SETTING BLOCK - 2NB-8K-125-028-026 NEOPRENE FRANK LOWE NOTE: HURRICANE TILT LATCH BY VISION IND. USED TO SECURE OPERATING SASH TO MASTER ®FRAME. NOT SHOWN IN DRAWING. 'ASTM A-Al008A / A109 Q EFS: ENERGI FENESTRATION SOLUTIONS USA INC., PER CURRENT MD NOA. MIAMI- 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 OA www.miamidade.eov/economy Regency Plus, Inc. 2000 Locust Gap Highway Mount Carmel, PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5000" White PVC Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - L.M.I", sheets 1 through 5 of 5, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product .D> U Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County • • • • product Co;troi Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - 0 • •• •, deounty Prodi ct Control Section. • MISSILE UbA6 RATING: Large and Small Missile Impact Resistant • • • • • • .LAMLIN6'-*01h unit shall bear a permanent label with the manufacturer's name or logo, city, state, • • •; • • wieis, and f0owmg statement: "Miami -Dade County Product Control Approved", unless otherwise noted 'herein• •....• • • • • • • RENEWA31Qf tltis NOA shall be considered after a renewal application has been filed and there has been •: • • •' :AQ change ill 1118 Ti 5plicable building code negatively affecting the performance of this product. • 00* TXVIM INATIOPt of this NOA will occur after the expiration date or if there has been a revision or change •" didmaterials, 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 renews NOA No. 18-0122.13 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 Manuel Perez, P.E. NOA No. 18-0911.05 MIAM�•DADE COUNTY Expiration Date: July 22, 2020 Approval Date: October 11, 2018 7 j010x1IB Page 1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.13) 2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI" sheets 1 through 5 of 5, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 18-0122.13) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a white PVC single hung window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11537-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold E. Rupp, P.E. 000:0,5(Submitted under NOA No. 08.1210.13) .. . . .. C: ... CATrCUL:tTIONS • • 1. :.:A&hor verification calculations and structural analysis, complying with FBC 511 •' • • • • • • • ; • • • • -)edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed *&Td sealed by Robert J. Amoruso, P.E. ..... .... • • • - .• :. 4S;abmitted under NOA No. 15-0618.04) 2. ...Dazing complies with ASTM E1300-04 ...... .. ...... D. QUALM ASSURANCE ...... .... . .. - * • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Per Product Control OaminAr NOA No. lk214105 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 18-0122.13) 2. Laboratory addendum letters in the Test Report No. NTCL-110.11537-1, issued by National Certified Testing Laboratories, dated 03/31/09 and on 05/01/09, both signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NDA No. 08-1210.13) G. OTHERS 1. Notice of Acceptance No. 15-0618.04, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window — L.M.I., approved on 10/01/15 and expiring on 07/22/19. E-2 Manuel r z, P.E. Product Cont r 1 Exa finer NOA N 18- 11.05 Expiration Date: Ju 22, 2020 Approval Date: October 11, 2018 ...... . . . . ...... .... .. .. ..... .. . ...... ..... .... .... . . .... .... ...... .. ...... ...... .... . . E-2 Manuel r z, P.E. Product Cont r 1 Exa finer NOA N 18- 11.05 Expiration Date: Ju 22, 2020 Approval Date: October 11, 2018 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. .%6 • • • • F* ' STA.TENIENTS • • •; • • •01. Letter from manufacturer requesting a 1 -year extension to allow time to perform • : o oWfication test, dated 06/11/18, signed by Tony Procopio, Plant Manager. • • • • • • •; •• 2. • • •T�e2vting agreement letter, dated 06/12/18 between National Certified Testing • "1•Aboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. ..... .... . • • • • • • •. 0% pp, Laboratory Manager. OTIC, 1. ; N%ice of Acceptance No. 18-0122.13, issued to Regency Plus, Inc. for their Series • •"" ' "5400" White PVC Single Hung Window — L.M.I., approved on 03/08/18 and • expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. _Wa1U'UZLDP W_ Manuel erez, E. Product Contr 1 Exa ner NOA No. 11.05 Expiration Date: July 22, 2020 Approval Date: October 11, 2018 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... :*: ::* * * 0 0 • • . • 0 0 *AVIGIENM PLUS9 INC. IMPACT SERIFS 5000 ,SINGLE HUNG WINDOW - LMI GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA D BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE STATED HEREIN. T. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # 8 NCTL-110-11537-1 DATED 0913/08 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS -201. TAS -202 AND TAS -203. 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO THE STANDARDS LISTED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A OUTSIDE HVHZ: REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ: REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. .17WTAbLA 0N•141WHORAGEDETAILS • ••• • • • • •• • •• • • • • • ••• •• INSTALLATION NOTES: 7. MATERIALS: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH Q 7.1 WINDOW FRAME MATERIAL: ENERGI FENESTRATION ANCHOR LOCATION SHOWN. SOLUTIONS USA, INC., WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS MIAMI-DADE NOTICE OF ACCEPTANCE (NOA). THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. Q 7.2 GLAZING INTERLAYER KURARAY AMERICA, INC. TROSIFOL INTERLAYER PER CURRENT MIAMI DADE NOTICE OF ACCEPTANCE (NOA). ® 8. NOT USED. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E130G-04el. 10. DESIGNATIONS "X' AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / THRU MAIN FRAME WITH LOAD BEARING SHIM(S). 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH. SHIM ACCORDANCE WITH ANCHOR MANUFACTURER'S WHERE SPACE OF 1116 INCH OR GREATER OCCURS. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS PLASTIC OR BETTER, THAN THE MINIMUM STRENGTH SPECIFIED BY THE 5.1.2. 1-12 INCH MINIMUM EDGE DISTANCE ANCHOR MANUFACTURER, 4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD E SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE INCH. FOLLOWING PROPERTIES: 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMTIED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / 11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS® MASONRY, OR DIRECTLY INTO CONCRETE I MASONRY, WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH TTW ADVANCED THREADFORM TAPCONS OF SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE WOOD -ONLY FAILURE GOVERNS. FOR OTHER MATERIALS, 5.1.1. 1 112 INCH MINIMUM EMBEDMENT APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-12 INCH MINIMUM EDGE DISTANCE DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE E 52.1. 1 INCH MINIMUM EMBEDMENT 12. WHERE WIND -BOURNE DEBRIS PROTECTION 5.22. 21NCH MINIMUM EDGE DISTANCE REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 6. FOR PARTING STOP INSTALLATION USE #8 X 1 12" WOOD SCREWS. 318' INCH MIN. EDGE DISTANCE READ. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMTIED TO STUCCO, FOAM, BRICK VENEER AND SIDING. QA. WOOD PROTECTION.WOOD - PRESSURE TREATED (PT) SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURREP EDITION FBC/FRC AS RELATED TO WOOD PROTECTION. ®B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AND CONFORMS TO ACI 301. ® C. MASONRY - STRENGTH CONFORMS TO ASTM C9D, MEDIUM WEIGHT WITH DENSITY > 117 PCF. R00UCT R£N VVM M e9mp1}'iR^ WIIII ILIO Fba1•. ?sid3✓;; Cafe No DESIGN PRESSURE RATING (PSF) I IMPACT RATING 35.0 ILARGE MISSILE IMPACT U w a a ON 2p 3Z U'Z =F ZD E W J WN wZ�� � �0 L) m gym^ i a Robert J. Amo-, P.E. FIaNa P.E No. 49752 ,psssllpffs" ,p�T �pMES A rrrri �•o��P���c eniso9GP 4: No 49752 STAT_ OF ;G rrrrrs�..NR' Eo��� PRODUCT REVISED os-.0yinB with 9. Florid. ulmm NNola-Dl9'Q.13 TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 E GENERAL NOTES, INSTALLATION NOTES 8 D.P. CHART 2 E ELEVATION AND ANCHOR LAYOUT 3 E VERTICAL SE NS 4 E HORIZONTAL SECTIONS. GLAZING DETAIL 8 BILL OF MATERIALS 5 E COMPONENTS 8 CORNER DETAIL QA. WOOD PROTECTION.WOOD - PRESSURE TREATED (PT) SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURREP EDITION FBC/FRC AS RELATED TO WOOD PROTECTION. ®B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AND CONFORMS TO ACI 301. ® C. MASONRY - STRENGTH CONFORMS TO ASTM C9D, MEDIUM WEIGHT WITH DENSITY > 117 PCF. R00UCT R£N VVM M e9mp1}'iR^ WIIII ILIO Fba1•. ?sid3✓;; Cafe No DESIGN PRESSURE RATING (PSF) I IMPACT RATING 35.0 ILARGE MISSILE IMPACT U w a a ON 2p 3Z U'Z =F ZD E W J WN wZ�� � �0 L) m gym^ i a Robert J. Amo-, P.E. FIaNa P.E No. 49752 ,psssllpffs" ,p�T �pMES A rrrri �•o��P���c eniso9GP 4: No 49752 STAT_ OF ;G rrrrrs�..NR' Eo��� PRODUCT REVISED os-.0yinB with 9. Florid. ulmm NNola-Dl9'Q.13 •• . • • .. .•. •• 52" MAX. • • • • • • • . • • WIDTH • • • • • • .• . 6 1/2' MAX. (TYP.) •• • • • • • .•. be 46 3/4" MAX. FROM PARTING 75" D.L.O. STOP CORNERS MAX• @HEAD & SILL HEIGHT B D 3 3 6" MAX. FROM FRAME CORNERS (TYP.) 4 333/4. MAX. E D.L.O. 4 323/4 MAX. D.L.O. O C 3 ev 45 3/4" MAX. D.L.O. X a ;r 0. .. .. . . . . . . . . . . . . . . . . . . .. • . . 4" O.C. TYP. FOR z v o¢ 4 . • . .. ... . . ... . . . . .. . •• . • • .. .•. •• 52" MAX. • • • • • • • . • • WIDTH • • • • • • .• . 6 1/2' MAX. (TYP.) •• • • • • • .•. be 46 3/4" MAX. FROM PARTING 75" D.L.O. STOP CORNERS MAX• @HEAD & SILL HEIGHT B D 3 3 6" MAX. FROM FRAME CORNERS (TYP.) 4 333/4. MAX. E D.L.O. 4 323/4 MAX. D.L.O. O C 3 ev 45 3/4" MAX. D.L.O. X a ;r . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. • . . 4" O.C. TYP. FOR z v o¢ 4 . • . .. ... .. •• . • • .. .•. •• 52" MAX. • • • • • • • . • • WIDTH • • • • • • .• . 6 1/2' MAX. (TYP.) •• • • • • • .•. be 46 3/4" MAX. FROM PARTING 75" D.L.O. STOP CORNERS MAX• @HEAD & SILL HEIGHT B D 3 3 6" MAX. FROM FRAME CORNERS (TYP.) 4 333/4. MAX. E D.L.O. 4 323/4 MAX. D.L.O. O C 3 ev 45 3/4" MAX. D.L.O. X 131/2" MAX. i O.C. TY 3/4" MAX. FROM FRAME CORNERS (TYP.) o W O INSTALLATION (ANCHOR (TYP.) r z o 3 I i 4 141/4" MAX. E O.C. (TYP.) O 4 I I STEEL REINFORCEMENT A FIXED W/ (2) EVENLY SPACED METAL SCREWS PARTING STOP STEEL A ANCHOR (TYP.) REINFORCEMENT 13 1/2" MAX. O.C. (TYP.) I I 1 114"X 1/4" WEEP HOME ���"'lll fff— 2 5/8" FROM END (IYP.)A ELEVATION ,& EXTERIOR VIEW rl4 1/2" MAX. FROM 13 1/2" MAX. PARTING STOP O.C. (TYP.) CORNERS (TYP.) ANCHOR LAYOUT EXTERIOR VIEW a ;r � a U y 3" O.C. TYP. FOR M=a==ZLZ J Q a JZa 4 to 3 Z WOOD SCREWS. W o � U 4" O.C. TYP. FOR z v o¢ 4 W a W o" g o On ¢ O � 8 wa a �- a6 �a ❑ W M 131/2" MAX. i O.C. TY 3/4" MAX. FROM FRAME CORNERS (TYP.) o W O INSTALLATION (ANCHOR (TYP.) r z o 3 I i 4 141/4" MAX. E O.C. (TYP.) O 4 I I STEEL REINFORCEMENT A FIXED W/ (2) EVENLY SPACED METAL SCREWS PARTING STOP STEEL A ANCHOR (TYP.) REINFORCEMENT 13 1/2" MAX. O.C. (TYP.) I I 1 114"X 1/4" WEEP HOME ���"'lll fff— 2 5/8" FROM END (IYP.)A ELEVATION ,& EXTERIOR VIEW rl4 1/2" MAX. FROM 13 1/2" MAX. PARTING STOP O.C. (TYP.) CORNERS (TYP.) ANCHOR LAYOUT EXTERIOR VIEW itWUCT pEflEW� �a tcmplriu,", wHA tYe FfMIR R"id�n7; arl"1" 18.Ogtl•o5 Brc� N J 5 p- a e g e r:.6w – a6p� RoDM J. A-.. P.E. Fonda P.E. No. 48752 %, ! "JAMES1q No 4975 STATE F LC-•.CrjR1�P=\fie rorr+V+Y+ S with the n i&. dldo+g Code iD .. n .. a ;r 2(gym ZMCC, U y 3" O.C. TYP. FOR M=a==ZLZ J Q a JZa J Z to 3 Z WOOD SCREWS. W o " 4" O.C. TYP. FOR z v o¢ 4 CONCRETE SCREWS. a W o" g o :'jR s r ® � 8 wa �- �a itWUCT pEflEW� �a tcmplriu,", wHA tYe FfMIR R"id�n7; arl"1" 18.Ogtl•o5 Brc� N J 5 p- a e g e r:.6w – a6p� RoDM J. A-.. P.E. Fonda P.E. No. 48752 %, ! "JAMES1q No 4975 STATE F LC-•.CrjR1�P=\fie rorr+V+Y+ S with the n i&. dldo+g Code iD .. n .. . . ... . . . ... • • • • • • • • • • WOOD BUCK PROTECTION BY OTHERS» 1/4" ITW TOPCOy • • • • (SEE INST. NOTE 11A) ® ONE BY WOOD BUCK BY ANCHOR INSTALLATION oANCHOR • • • • • • 1 l'2'• MRI. • • • • • • • • • 7/8 MIN. OTHERS (SEE NOTE 5, ® SHT. 5, BY OTHERS --,,,,,,a v • • • o v e v EDGE DISTACCE � • • • 1 1/2' MIN. � Q BY WOOD BY • • • • BY OTHERS (SEE NOTE 5, SHT. 1) EDGE DIST (SEE NOTE 4, SHT. 1) (SEE NOTE 4, SHT. 1) W m EMBEDMENT SHEATHING - - c c o • • • • • :00 • • BY O =` ' EXTERIOR FINISH BY OTHERS ` v a c a v•• *00 •0 • 0 0 0 0 EXTERIOR FINISH #8 X 1 1/2" ,,. , , :', • • • ffj� • #4 X•1 • BY OTHERS 18 WOOD SCREW ;'> =: •, WOOD SOREIV • • #� X 1 1/2" 18: PERIMETER CAULK WOOD SCREW BY OTHERS i QO �� 1/4" MAX. 14 / SHIM SPACE ,q PERIMETER CAULK BY OTHERS , I n �f II EXTERIOR 15 �� v / 4 INTERIOR \ 4 EXTERIOR 19 9 8 SEE GLAZING DETAIL � � VERTICAL SECTION (ON SHEET 4) 1 HEIGHT EXTERIORIn} jl 10 INTERIOR #8 X 1 1/2' 18 u 1 WOOD SCR 14 PERIMETER CAULK 14 BY OTHERS8 X 1 1/W2- EXTERIOR FINISH ,a WOOD SCREW BY OTHERS CONCRETE BY OTHERS (SEE NOTE 4, SHT. 1) 0 0 1 1, MIN. ONE BY WOOD =.� a �.a EMBEDMENT BUCK BY OTHERS o ae (SEE NOTE 5, SHT. 1) o o e WOOD BUCK PROTECTION 1/4" ITW TAPCON 17 1 1/2" MIN. BY OTHERS (SEE INST. IANSTALLATION ANCHOR EDGE DISTANCE ® NOTE 11A)A VERTICAL SECTION CONCRHM SUBSTRATE VERTICAL SECTION D WOOD SUBSTRATE VERTICAL SECTION C SASH AT PD.'FD RAR WINDOW y z a HEIGHT < 3 v �Zz z �Sa=p sN �aaWL) IL 0 yJ o Lu U N i Z¢ c Wo<I� K o Lu � C ' o U3 36 N W IL G; o� Robct !. A-. P£ FIo/Ide P.E. No. 49752 No 49752 :CU INTERIORTAT E '0f +A` %0, NFNEA'® RODUCT REVISED to ee.:.^mag wub dis FbrM sC-WAYM with " Florida Saki' �G L'n ie uiblim Code N.1$"aa1 r3 r n,;, � s #12 WOOD SCREW A(INSTALLATION ANCHOR a° W ^ � 3 TWO BY WOOD BY OTHERS (SEE NOTE 4, SHT. 1) W m 1 1/2- MIN. lZ EMBEDMENT a w 18 #8 X 1 1/2" 0 WOOD S REW a 1/4" MAX. SHIM SPACE 8 =a o VERTICAL SECTION C SASH AT PD.'FD RAR WINDOW y z a HEIGHT < 3 v �Zz z �Sa=p sN �aaWL) IL 0 yJ o Lu U N i Z¢ c Wo<I� K o Lu � C ' o U3 36 N W IL G; o� Robct !. A-. P£ FIo/Ide P.E. No. 49752 No 49752 :CU INTERIORTAT E '0f +A` %0, NFNEA'® RODUCT REVISED to ee.:.^mag wub dis FbrM sC-WAYM with " Florida Saki' �G L'n ie uiblim Code N.1$"aa1 r3 r n,;, . . ... . . . . ... 1/4" MAX. INTERIOR SHIM SPACE 8 1.1 2• • s • • • • • • • • • • 1/4" MAX. 18 WOO R�„* • • • • • s • • • INTERIORSHIM SPACE #8 X 1 1 /2" 18 WOOD SCREW MANUFACTURER 1 MAIN FRAME m "EFS Lh SHIM AS 3 tD 1 REQUIRED V • • • • • • SHIM AS • • • • • • • 19 15 7 3 10 1 REQUIRED WHITE RIGID PVC "EFS 3 SASH 8 MEETING RAIL ` "EFS 4 • • 1 172” MIN. EMBEDIJtNT CONCR&P 1 1/2" MIN. "EFS 5 SLOPED SILL COVER WHITE RIGID PVC .EFS 14 1" MIN. EMBEDMENT - MASONRY® 14 EMBEDMENT = 7 1 GLAZING STOP OPERABLE SASH wm "EFS 8 GLAZING STOP (FIXED FRAME) WHITE RIGID PVC W 9 POCKET INSERT O� "EFS Lh 10 •• • • • •• ••• •• 1.1/2" RIIN-P E9GE•DI*TAMCE•- CO CRETE •�• Mo*:D4 %IASON♦Q 7/8" MIN. DISTANCE ¢ (L 11 INTERLOCK COVER ~R Q o 0 12 jSTj%d � & EDGE REGENCY PLUS INC. 13 REINFORCEMENT (FIXED MEETING RAIL)15 GA. STEEL ALLOY 100811010 -Ah REGENCY PLUS, INC. 14 .Q • • • • • �• • • • WOOD PT SYP G=0.55 MIN. 15 SIKA FLEX 552 SILICONE pw SIKA I uu Q1/4" ITW TAPCON Q a V 57 INSTALLATION ANCHOR 12 \ Q 4 9� CONCRETE OR MASONRY o V. BY OTHERS Og . (SEE NOTE 4, SHT. 1) V ISOLATION MATERIAL Q " G BETWEEN WOOD V BUCK do MASONRY 19 6 15 10 s OPENING BY OTHERS PERIMETER CAULK ONE BY WOOD BY OTHERS BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE 5, SHT. 1) BY OTHERS WINDOW WIDTH 14 18 #8 X 1 1/2" EXTERIOR WOOD SCREW HORIZONTAL SECTION E ODNOtETE/MASONRY SIIBSIRATE ' EFS: ENERGI FENESTRATION 'ASTM A-Al008A I Al 09A RILL OF MATERIALS CURREINT ONS MD NOA C., PER ITEM 0 DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC "EFS Lh 2 FIXED MEETING RAIL WHITE RIGID PVC "EFS 3 SASH 8 MEETING RAIL WHITE RIGID PVC "EFS 4 PANEL STOP / FRAME COVER WHITE RIGID PVC "EFS 5 SLOPED SILL COVER WHITE RIGID PVC .EFS 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS 7 1 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS 8 GLAZING STOP (FIXED FRAME) WHITE RIGID PVC "EFS 9 POCKET INSERT WHITE RIGID PVC "EFS Lh 10 0.270" HIGH CENTER FIN WEATHERSTRIP VINYL — 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 REINFORCEMENT (SASH) 15 GA- STEEL ALLOY 1008/10104 REGENCY PLUS INC. 13 REINFORCEMENT (FIXED MEETING RAIL)15 GA. STEEL ALLOY 100811010 -Ah REGENCY PLUS, INC. 14 PARTING STOP WOOD PT SYP G=0.55 MIN. 15 SIKA FLEX 552 SILICONE SILICONE SIKA 16 #12 WOOD SCREW (INSTALLATION ANCHOR) STEEL — 17 1/4" ITW ADVANCED THREADFORM TAPCON STEEL RW 18 #8 X 1 1/2" WOOD SCREW STEEL — 19 718" O.A. INSULATED GLASS (SEE GLAZING DETAIL, SHT 4) GLASS 20 BULB VINYL WEATHERSTRIP VINYL 21 HURRICANE TILT LATCH 1057 SEE NOTE BELOW STEEL - ZINC COATED _ VISION IND. 22 ENDUR 9.8 SS SPACER STAINLESS STEEL C 23 GLAZING PAD SETTING BLOCK -2NB-BK-125-028-026 NEOPRENE FRANK L WE 12 WOOD SCREW ISTALLATION ANCHOR BY VISION IND. USED TO SECURE OPERATING SASH TO MASTER FRAME. NOT ,n co TWO BY WOOD 5 FRAME BY OTHERS J o0 v • ' -==z- ° 00' (SEE NOTE 4, SHT. 1) r O, > Q pJ zm y, U�CJJ �ro ONE BY WOOD :%'':`• `-'' BUCK BY OTHERS U 'W w+ (SEE NOTE 5, SHT. 1) 19 8 15 10 9 SHEATHING BY OTHERS PERIMETER CAULK o BY OTHERS 14 18 #8 X 1 1/2" WOOD SCREW WINDOW WIDTH E z o g m z EXTERIOR FINISH EXTERIOR BY OTHERS £ 15 HORIZONTAL SECTION N I' ma i Bo_W BY VISION IND. USED TO SECURE OPERATING SASH TO MASTER FRAME. NOT ,n Robert J. A-, P.E FbriOe P.E. N0.49752 1/2" GLASSSB� ITE 'ei'xP au*0`RNo 497 k s�1 1n1 C,. �(>J rrttst;—;;a I8• Or - STATE, OF T'. Q JLJ 7/8" O.A. INSULATED GLASS UNIT CONSISTING OF: 19 EXTERIOR LAMINATED GLASS - (2) 1/8" ANNEALED GLASS W/ 0.090KURARAY AMERICA INC. TROSIFOL Q� ® INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX ivMIJm �Cu�-de ,'fS tlrc FlorMe STEEL SPACER, INTERIOR 1/8" TEMPERED GLASSity=2i3 GLAZING DETAIL co 5 J o0 v 00' r > Q pJ zm < U�CJJ �ro 20n ZQ U 'W w+ M=Q=W 5ao_wp o o : >- i.— z =' w Lu 0E E z o g m z $ �g'�,pL R W W £ 15 N 15 EL Bo_W xO u�a 5g� Robert J. A-, P.E FbriOe P.E. N0.49752 1/2" GLASSSB� ITE 'ei'xP au*0`RNo 497 k s�1 1n1 C,. �(>J rrttst;—;;a I8• Or - STATE, OF T'. Q JLJ 7/8" O.A. INSULATED GLASS UNIT CONSISTING OF: 19 EXTERIOR LAMINATED GLASS - (2) 1/8" ANNEALED GLASS W/ 0.090KURARAY AMERICA INC. TROSIFOL Q� ® INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX ivMIJm �Cu�-de ,'fS tlrc FlorMe STEEL SPACER, INTERIOR 1/8" TEMPERED GLASSity=2i3 GLAZING DETAIL . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 1 MAINFRAME O2 FIXED MESI'IN64MIL 3a , `SH !%nW `jG RAIL ® 21 TILT LATCH • WHITE;IGID PVQ • • • 0.064" T: K.t • • • WHITE RIGID PVC 0.070" THK. 4 3/16" • • . •WHIVE RKMQ PVC • • • • • 0=170" TWA • 000 • • 0.176• 0.697" STEEL - ZINC COATED 0.323" 6 3 2 3/4" n lU` 2 1/16- • •••/ i i Y 4• 1 5/8" • • 1 " i • • •. • • • • r • o.1ss 0.377' 0.345• 0.205• 0.377" 0.709' 2,260" 4 _ W m 3 r a v o w Q 1 3/8" • • -�--•- • • • I. 1 /2". • • • • •. • 11�� 1.906" O0� 5.622" 2 3/16"- 0.669" ❑ 3 1 /4" ----� O 0.803" 1.067" , � 1.012• El0.709" N _ f° '^ = 4 O PANEL STOP/ 5 SLOPED SILL COVER O 6 GLAZING STOP / 7 GLAZING STOP O FRAME COVER WHITE RIGID PVC 0.075" THK& LIFT HANDLE WHITE RIID OPERABLE SASH WHITE RIGID PVC 0.757" 0'." S d ag WHITE RIGID PVC 0.070" THK® 3 1/2" 0.055' THK 0.055" THK. ® _ ¢ > r wo F5/16n � If n 19/t 6" �I-1 5/8"-I 2 1/8 5 / 61 A�=74 _T 15/16•' _1 WELDED MITERED CORNER CONSTRUCTION i2�Z� ai =,w x¢=zz �y z �CL 0 -i OO ' " a V j w� 1-11 1 LU1-: Z U 4 JF NZ mo 8 W � ll- 8 GLAZING STOP O POCKET INSERT11 INTERLOCK COVER FIXED LITE WHITE RIGID PVC WHITE RIGID PVC 0.070"THK.® WHITE RIGID PVC 1 W 0 S r o 0.070' THK.® 0.075" THK.® a 11 � 3 �g `am LL 1" 1 13/16" //000, o. 13/ 1 6" 3.S O.C. (YP.) Robert J. Amanno, P.E. 9/16" 1 1/8. U �� 1 3/4" Fbada P.E. No. 19752 ,JPMES q�yj�,� 4 ��: ��GEMSF•.9� ' No 4975 o� \�E� 13 REINFORCEMENT 12 REINFORCEMENT 1a PARTING STOP = \� '; STEEL 0.050" THICK STEEL 0.050" THICK WOOD SHIM NOTE: CORNER DETAILQA STATE OF : W t '•.A' p ; •k,� CCS• �qlo: F 30-50 KSI Fu = 37.5 - 68.7 KPSI Fy=30.50 KSI Fu = 37.5 - 68.7 KPSI 1XPTWOODBUCK PARTING STOP EXTERIOR PERIMETER BY OTHERS 15/16" 1 11 1 1/2- TO BE SEALED TO 1X PT WOOD BUCK WITH SIKA 551 SILICONE 3/4" 1 I I "/ u000CT "IqFwm iFMrN b -plyi S w' e PRODUCT REWSM . -.0yq -.0ywW IM FMr1Aa 'L T 7/16" 3 4' - -{J / 8" C.pirml-ar Exp rstla Dae - -u iD20 6xpae Ti9 1 sy .fiam "C' oy Miami o&M 5/25/2019. Florida Building Code Online jr Ed ---- am �IM31= FA== -1f 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 �- dProduct Approval --��tt--�•� pyla, i_ USER: Public User dtR.tx.iY �.Yu.. Product ARproval Menu > Product or ARplication Search > ARplication Checklist > Application Detail • �:3 FL # FL11479-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Equivalence of Product Standards Certified By Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tonyp@conservationwindows.com Tony Procopio tonyp@conservationwindows.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros.info Windows Mullions Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard 9999 AAMA 450 • • • • Category • 9999•• • • . � Subcarieaory� 2002 9999•• 1994 9999•• • • • • • • • C044w laethod • ••9••• •6916 •• •• • • 6 i • •• Certi;L%Ti;i? Agency 9999• �••••• ValicWM". • • 9999•• 0900 9090 • • • 90.600 • • • • • • ••• • •• • 0 0000 0 0 6 6 Refel"Veed jandard and Year (of Standard) 0 • • 6• Equivalence of Product Standards Certified By Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tonyp@conservationwindows.com Tony Procopio tonyp@conservationwindows.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros.info Windows Mullions Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL11479 R4 Equiv EERNo2522 RevO FL11479 Mullions ss.ppd https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d%3d 1/2 5/25/2019 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option A 01/06/2018 01/10/2018 01/17/2018 FL # Model, Number or Name Description 11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11479 R4 C CAC NI007051-R4.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70/-70 Installation Instructions Other: FL11479 R4 II RPLS0057 RevA SERIES -5000 - MULLIONS ss.&ff Verified By: Robert 3. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.&ff Created by Independent Third Party: Yes 11479.2TECH 5000 T IMPACT MULLION TECH 5000 T IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11479 R4 C CAC NI007050-R3.p.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70/-70 Installation Instructions Other: FL11479 R4 II RPLS0058 RevA SERIES -5000 -T - MULLIONS ss.pdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pdf Created by Independent Third Party: Yes %iock Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • Tie Staie of Florida is an AA/EEO employer. �opyright 2007-2013 State of Florida.:: Priv 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 this enti¢. 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), Flori •S10WIss♦ 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 provideNYe Deortment with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . • • • • • • • • Product Approval Accepts: •••• • • • • • Credit Card •••••• Sate •• https://www.floridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgv8JygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d°/a3d 2/2 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 1 of 2 Product Manufacturer Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 Florida Product Approval No.: FL11479 Code: Current Edition of the Florida Building Code Product Name, Model and/or Description Series Tech 5000 Impact Mullion Series Tech 5000 T Impact Mullion Compliance Method: Product Approval Rule 61G20 -3.005(1)(a) — Certification Mark or Listing Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.: • Series Tech 5000 Impact Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA signed and sealed by Robert H. Zeiders, P.E. ■ NCTL-110-10616-1, AAMA/WDMA/CSA 101/I.S.2/A440-05 ■ NCTL-110-10616-2, TAS 201-94, TAS 202-94 AND TAS 203-94 ■ NCTL-110-10616-3, ASTM E1886-05 & ASTM E1996-04 o PTC Product Design Group Drawing No. RPLS0057, Rev. A, dated 1/4/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • Series Tech 5000 Impact T Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA signed and sealed by Robert H. Zeiders, P.E. ■ NCTL-110-10617-1, ASTM E1886-05 & ASTM E1996-04 ■ NCTL-110-10617-2, AAMA 450-00 ■ NCTL-110-10617-3, TAS 201-94, TAS 202-94 AND TAS 203-94 o PTC Product Design Group Drawing No. RPLS0058, Rev. A, dated 1/4/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 Engineering Analysis Et Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for Series Tech 5000 ..Impact Mullion and Tech 5000 Impact T Mullion signed and sealed by Robert J. Amoruso, P.E., FL License Number • 0•49152. .. 0000.. • 000000 • • • • • • Performarnce Testing: • • 0 •0.... 0::::: l rl! formagee�twidards used in testing, NON-HVHZ locations: 0:::" 00 ' o /tiTNIA•450-00 • • �' • o AAIOI'A7WDMA/CSA 101/I.S.2/A440-05 •••••� •�•� o AM1886-05 0 0 0 0.. •. o 0" '. • Performa;ce Standards used in testing, HVHZ and Non-HVHZ locations: 0:000. 0000 o TV20;1994 '0.0•' o TAS 202-1994 o TAS 203-1994 Limitations & Conditions of Use: • This product has been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 ( 1/4/18 1 Page 2 of 2 o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 /Lr 321-690-1788 1 FBPE Certification of Authorization No. 25935 0000 ...•.. . . • • • • •0.000 0.000• 0000 .• •• •000• 00 0 0.00.0 00000 00.0 0000 • 0000 00•• •00.00 00•••• •. • ..•... • .•• . .. • • 000000 •..• . . 0*00 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 /Lr 321-690-1788 1 FBPE Certification of Authorization No. 25935 NOTICE OF PRODUCT CERTIFICATION �� wa aCCRtAi 's,e CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI007051-R4 03/28/2007 Structural Regency 750-1 02/02/2015 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus, Inc. Series "Tech 5000 Impact Mullion" 2000 Locust Gap Highway Fixed Lite Combination Window Mount Carmel, PA 17851 Design Pressure: +70/-70 • • • • • • • Configuration: O/O Glazing: IG -Interior -3/16" Annealed Glass/ Exterior -Laminate 5/32" Annealed Glass/0.090" SGP/ 5/32" Annealed Glass Frame: W-2720mm(107") H-1955mm(77") Lite: W-1345mm(53") H-1955mm(77) SPECIFICATION PRODUCT RATING . • %AMA/W.gMA/CSA 101/I.S.2/A440-05 FW -R70 2720 x 1955 (107 x 77) AOTM E1886 -05/E1996-04 Wind Zone 4 -Missile Level D •••� • TABS 201/202/203-94 :00* Design Pressure: +70/-70 • • • • • • • Large Missile Impact Rated •Product Tessted•By: • •RCport No .... • expiration tx TP .Administratdt's Signature: 9006 National Certified Testing Laboratories NCTL-1 10-10616-1/1 10-I 616 10-10616-3 December 31, 2020 NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• • • • • • )REGENCY PLUS, INC. RIE ��C� 9000 IMPACT MULLION SYSTEM • INST'ALLA)tilJN MULLION ANCHORAGE DETAILS NOTES: 00 1. THE PRODUCT SHOWN HAS BEEN TESTED, EMALUAiED•iAND []ESiGNED••T5 Cgp*PLY WITH REQUIREMENTS OF THE CURRENT EDITION OFTrIE r&:RI jA QUIMIIG r6DE INCJUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE B/lSEG UPI,N TAE 1`00mm"SIGNED AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA. 2.1. NCTL-110-10616-1, AAMAIWDMA/CSA 101/I.S.2/A440 2.2. NCTL-110-10616-2, TAS 201, TAS 202 AND TAS 203 2.3. NCTL-110-10616-3, ASTM E1886 & ASTM E1996 3. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 5. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 6. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL. 7. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, INC. AND MUST BE MADE OF VINYL PVC. FIXED WINDOW SHOWN; OTHER WINDOW TYPES APPROVED. 8. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 9. TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY IF THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED, AND MULLION IS ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING. 10. MULLION VERTICAL INSTALLATION SHOWN. MULLION MAYBE USED IN HORIZONTAL APPLICATIONS IF DIMENSIONS SHOWN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS INSTALLATION INSTRUCTION. PERFORMANCE RATING TABLE OF CONTENTS SHEET DESIGN 1 MAXIMUM WINDOW MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) UNIT SIZE (PSF) 53" X 72" VERTICAL (SHOWN) +/- 70 LARGE MISSILE IMPACT; HVHZ WIND ZONE 4, MISSILE LEVEL D; NON-HVHZ 72" X 53" HORIZONTAL (NOTE 10) 8 EACH (TYP.) SERIES TECH 5000 IMPACT MULLION SEE NOTES 7 & 10 FOR APPROVED CONFIGURATIONS EXTERIOR ELEVATION (SEE INSTALLATION NOTE 3 ON SHEET 2) zw a Q �O �Z aaQw z 3�..z FWQ o D�oaz aye OO U Rz & F o wQ pEa N Ww 6iE ww i ww Robert J. Ammso, P.E. Florida P.E. No. 49752 TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2 CROSS SECTIONS, BOM AND INSTALLATION DETAILS 3 COMPONENTS zw a Q �O �Z aaQw z 3�..z FWQ o D�oaz aye OO U Rz & F o wQ pEa N Ww 6iE ww i ww Robert J. Ammso, P.E. Florida P.E. No. 49752 . . ... . . . ... SECTION C -C FIXED WINDOW FRAME SHOWN FOR REFERENCE (SEE GENERAL NOTE 7 ON SHEET 1) 8 SMS SELF -TAPPING 3/16" ITW CREW (SEE INSTALLATION TAPCON OTE 3) 1. FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR (4) 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2-1/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE CLIP'S DIAGONAL 3/16" 1' HOLES TO INSTALL TAPCONS. TAPC( 2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT (8) #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3. FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM #8 SMS SELF -TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. 4. FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS GREATER IN DIAMETER/SIZE THAN #8 OR ANCHOR SPACING SMALLER THAN THAT SHOWN IN SHEET 1 ELEVATION, APPROVED INSTALLATION INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS. 5. FOR VERTICAL MULLION INSTALLATIONS, HEAD AND SILL SUBSTRATES WILL GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS, ETC. FOR HORIZONTAL MULLION INSTALLATIONS, JAMB SUBSTRATES CAN BE EITHER CONCRETE OR MASONRY (CMU). CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) 2-1/4" MIN. v EDGE v DISTANCE as a. G v a v a 1-1/2" MIN. #8 WOOD EMB. SCREW 1X BUCK BY OTHERS (OPTIONAL) DETAIL A WOOD FRAMING TOP CLIP INSTALLATION (SEE NOTE 2, SHEET 2) L - MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) DETAIL B WOOD FRAMING TOP CLIP INSTALLATION (SEE NOTE 2, SHEET 2) 8 WOOL SCREN PARTS LIST NO. PART NUMBER ETSORIPTION 4. • • • • 1 A118-02PO78 4" ALUMINUM MULLI N • • • • +• 2 A116-02MO78 MULLION CONNECTOR c CLIIV) • • • 3 MULLION CAP SECTION C -C FIXED WINDOW FRAME SHOWN FOR REFERENCE (SEE GENERAL NOTE 7 ON SHEET 1) 8 SMS SELF -TAPPING 3/16" ITW CREW (SEE INSTALLATION TAPCON OTE 3) 1. FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR (4) 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2-1/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE CLIP'S DIAGONAL 3/16" 1' HOLES TO INSTALL TAPCONS. TAPC( 2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT (8) #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3. FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM #8 SMS SELF -TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. 4. FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS GREATER IN DIAMETER/SIZE THAN #8 OR ANCHOR SPACING SMALLER THAN THAT SHOWN IN SHEET 1 ELEVATION, APPROVED INSTALLATION INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS. 5. FOR VERTICAL MULLION INSTALLATIONS, HEAD AND SILL SUBSTRATES WILL GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS, ETC. FOR HORIZONTAL MULLION INSTALLATIONS, JAMB SUBSTRATES CAN BE EITHER CONCRETE OR MASONRY (CMU). CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) 2-1/4" MIN. v EDGE v DISTANCE as a. G v a v a 1-1/2" MIN. #8 WOOD EMB. SCREW 1X BUCK BY OTHERS (OPTIONAL) DETAIL A WOOD FRAMING TOP CLIP INSTALLATION (SEE NOTE 2, SHEET 2) L - MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) DETAIL B WOOD FRAMING TOP CLIP INSTALLATION (SEE NOTE 2, SHEET 2) 8 WOOL SCREN 1-3/8" MIN. EMB. DETAIL A CONCRETE/MASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) `SHEATHING BY OTHERS DETAIL B CONCRETE/MASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) 0 p �Lu ' N zO o; �g �J fH Q N Q b� Z m K z Z d fo oa0 B� u0i m xvi �a� U H0 ` Robert J. Ammso, P.E. Fonda P.E. No. 49752 co 0 SHEATHING BY o OTHERS WOOD FRAMING BY OTHERS ~ U W 5/8" MIN. EDGE q DISTANCE a 1-3/8" MIN. EMB. DETAIL A CONCRETE/MASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) `SHEATHING BY OTHERS DETAIL B CONCRETE/MASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) 0 p �Lu ' N zO o; �g �J fH Q N Q b� Z m K z Z d fo oa0 B� u0i m xvi �a� U H0 ` Robert J. Ammso, P.E. Fonda P.E. No. 49752 " 1' 2 3/4" 4" t—1,u, Hj 3/4" O,) 4" MULLION ALUMINUM 6063-T6 . . .•. . . . ... 1/81, 0 1 3/4" m O MULLION CONNECTOR (CLIP) ALUMINUM 6063-T6 0 1/4" THRU 1" CSK 03/8"X82* 1 1/8" MULLION CLIP 3 VINYL PVC 0.065" THICK Robed J. Amoroso, P.E. Florida P.E. No. 49752 r.. ID • • • • • • • •• • • o rn 000 0% 00 1 H U Lu 00 :0 -000IO 1i2 1 1/4- • • • • • • • • • • • • 1/2- •• • • • • •• F 1/81, 0 1 3/4" m O MULLION CONNECTOR (CLIP) ALUMINUM 6063-T6 0 1/4" THRU 1" CSK 03/8"X82* 1 1/8" MULLION CLIP 3 VINYL PVC 0.065" THICK Robed J. Amoroso, P.E. Florida P.E. No. 49752 r..