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WS-18-852Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-4-i8-852 p • Permit Type: Windows/Shutters rrr'a ' uric Classification:: Window/Door Replacern Permit States:. APPROVED Issue Date: 4/11/2018 Expiration: 10/08/2018 Parcel Number Applicant 1064 NE 97 Street Miami Shores, FL 33138- 1132050170200 Block: Lot: MARIE ROBSON Owner Information Address Phone CeII THOMAS ROBSON 1064 NE 97 Street MIAMI SHORES FL 33138-2556 Contractor(s) RETOS SERVICE PLUS LLC Phone (954)588-8468 CeII Phone Valuation: Total Sq Feet: Type of Work: REPLACE EXISTING WINDOWS AND DOORS No of Openings: 25 Additional Info: REPLACE EXISTING WINDOWS AND DOORS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $5.25 $3.50 $3.60 $5.00 $350.00 $9.00 $14.40 $401.55 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-4-18-67012 04/03/2018 Credit Card $ 50.00 $ 351.55 04/11/2018 Credit Card $ 351.55 $ 0.00 $ 18,000.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building 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 ereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for . TRICAL, PLUMBING, M,CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS constructi VIT: I certify that II e fore ing'inf g. Futhermore l a thou rmation is accurate and that all work will be done in compliance with all applicable laws regulating e-named contractor to do the wgrk stated. '�- It Il thorized Sign, ture: Ov✓ner / Applicant / Contractor gent April 11, 2018 Date Building Department Copy April 11, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (306)756-8972 Inspection Number: INSP-311672 Scheduled Inspection Date: September 05, 2018 Inspector: Naranjo, Ismael Owner: ROBSON, THOMAS Job Address: 1064 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RETOS SERVICE PLUS LLC Permit Number: WS-4-18-852 Permit Type: WindowslShutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132050170200 Phone: (954)588-8468 Building Department Comments REPLACE EXISTING WINDOWS AND DOORS WITGH 25 IMPACT RESISTANT WINDOWS AND DOORS 25 OPENINGS 4 DOORS RESISTANT 21 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid Inspector Comments CREATED AS REINSPECTION FOR INSP-300697. cancelled by monique 8:35 am September 04, 2018 For Inspections please call: (305)762-4949 Page 15 of 16 ./z)-or BUILDING PERMIT APPLICATION ❑BUILDING Miami Shores Village Questions/Comments/Concerns ? Monique Smith, 786-253-2869 Building Department` s�E�oE® 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1 Master Permit No. +,, ► Sub Permit No. 1(VS ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: tp !ei•-id Ng— 91 ST• City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: ❑ CANCELLATION ❑ SHOP DRAWINGS OWNER: Name (Fee Simple Titleholder): T1+0 K f d— Pule Address: le 401+ I"l Sr City: tit I ' $ t+O State: FL Tenant/Lessee Name: Email: 4DW166VC NSM rat 64-TT• /v6r zip: 33 l38 BFE: FFE: 4x./3S'oN Phone#: 386• 2.‘3 • 243 Phone#: Zip: 33158 CONTRACTOR: Company Name: RETOS SERVICE PLUS Phone#: 9545888468 Address: 15970 W STATE RD 84 # 244 zip: 33326 City: SUNRISE Qualifier Name: HILDA BALBI State: FL State Certification or Registration #: CGC 1508959 DESIGNER: Archite Address: Phone#: 9545888468 Certificate of Competency #: EI✓RA62ve vat�S J r• g ' Phone#:780- oil -sitar City: State: Zip: Value of Work for this Permit: $ IS Poo • Square/LinearrFF,000tage of Work: t�� Type of Work: ❑ Addition ❑ Alteration ElL1a New 26# Repair/Replace❑ Demolition Description of Work: REP G0)(4 s T(N 6 . W 1 .4044c t- D oO iti l4 / J 7I 2 r l r p A-G7T li eS ld rA T vv (N0 o .rs y- w) 0 RS, 2.1 OPE'/V / IU &s.: Li- 6 0 D ;. ges % . C. 2/) Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revlsed02/24/2014) w/ #r.02 w_If i 4.. *', 0 1 1 usSI ; rho is persorally known to . s • W i 1 2, %1�'ii me or who has produced s me or who has produced identifcatio'h•and who'did�fake an oath. :.: tee NOTARY PUBLIC: � w, --: MgF{gRpIK.GON7?LF.Z'• ( ��,,�� .r`.• YP Sign �i� J :� MY COMMISSION# GG 044602 = •-r 2 2020 Bonded?hru Notary Public Unde ers Print: 1 �._ .... APPROVED BY (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address ' City r ., State Zip Gt • • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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. - t ) ,� j ' .4-,; 4y LJ 1 ,max•' "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 Y,OUR.'NOTICE OF. CQMMEN CEMENT." Notice to Applicant: # As a condition to the issuance of a building permit with an estimated value exceeding $2500,the dpplicant must promise in good faithlthat a copy of the notice of commencement apd'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 wil?not be approved and a reinsp Signatur q OWER or AGENT The foregoing instrument was acknowledged beforeq this . day of 1� \ \ , 20 LJ , by ion fe a charged. �A _ �' . -1 Signature CONTRA OR The foregoing instrument was acknowledged before me this N.-� day of 0 ,20 I' ,by LADA-Who- is personally known to identification and whq did,take an oath. NOTARY Plans Examiner '`' '` ANTOMO Mf RU1-RODRIGUEZ JMP COMMISSION #FF189443 - EXPIRES January 13, 2019 (407) 398-0153 FloridallotaryService.com as L Zoning Structural Review Clerk Marie Robson 1064 NE 97 St. Miami Shores, FL 33138 Monique H. Smith 1000 Quayside Terr., #1210 Miami, FL 33138 November 1st, 2017 Monique Smith has the right and power of attorney to sign for me, Marie Robson, regarding permit applications for my property located at: 1064 N.E. 97th St. Miami Shores, 33138. Monique Smith will have the power of attorney related to work involved, including but not exclusive to, applying for/obtaining any necessary permits needed as follows: 1) new roof permit 2) Exterior paint permit 3) New impact windows and door permit 4) New bathroom & kitchen permit YJ7,4c w eo-d.aep74 Marie Robson PRIYEN KHAMAR NOTARY PUBLIC REGISTRATION y 7736695 COMMONWEALTH Of VIRGINIA MY COMMISSION EXPIRES JANUARY 31 2021 Vol /.2ol1. 4/2/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-017-0200 Property Address: 1064NE97ST Miami Shores, FL 33138-2556 Owner ROBSON FAMILY REV LIVING TRUST THOMAS E & MARIE E ROBSON (BEN) Mailing Address 1064 NE 97 ST MIAMI SHORES, FL 33138-2556 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,120 Sq.Ft Living Area 1,951 Sq.Ft Adjusted Area 2,556 Sq.Ft . Lot Size 7,950 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016 2015 Land Value $286,036 $266,033 $242,697 Building Value $177,898 $177,898 $177,898 XF Value $1,534 $1,553 $1,336 Market Value $465,468 $445,484 $421,931 Assessed Value $206,089 $201,851 $200,448 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $259,379 $243,633 $221,483 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description REV PL MIAMI SHORES SEC 8 PB 43-51 LOT 8 BLK 181 LOT SIZE 75.000 X 106 OR 16836-2795 0695 1 Generated On : 4/2/2018 Taxable Value Information I 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $156,089 $151,851 $150,448 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $181,089 $176,851 $175,448 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $156,089 $151,851 $150,448 Regional Exemption Value $50,000 $50,000 $50,000 T Taxable Value $156,0891 $151,851 $150,448 Sales Information Previous Sale Price OR Book- Page Qualification Description 07/01/2003 $0 21500- 1386 Sales which are disqualified as a result of examination of the deed 06/01/1995 $135,000 16836 2795 Sales which are qualified 09/01/1971 $53,000 00000-Sales which are qualified 00000 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 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). owledgeme lam\ 1-0lS Hag/ ur 0-i71-1 Qualifier/ `1 wner Signature Date Print Name • Project: MONIQUE SMITH 1064 NE 97 ST MIAMI SHORES, FL Engineer: E.F. Printed on: 3/16/18 Building Characteristics h = 14.00 ft (mean roof height of the building) L = 56.00 ft (Short, horizontal dimension of a building measured parallel to the wind direction) B= 62.00 ft (Long, horizontal dimension of a building measured normal to the wind direction) h/L = 56.00 L/B= 0.90 (ASCE 7-10, Table 26.9-1, page 256, Z = 8.40 ft Zmin = 7 ft Terrain Exposure Constants) c= 0.15 ft I = 650 ft e = 0.13 ft Design Criteria ASCE 7-10, Chapter 30, Part 1 Risk Category II (ASCE 7-10, Section C1.5, page 380) FBC-2017, Section 1604.5 Exposure D (ASCE 7-10, Section 26.7.3, page 251) FBC-2017, Section 1609.4.3 V= Kh = Kd = 175.00 mph (ASCE 7-10, Fig. 26.5-1, page 247) FBC-2017, Section 1620.2 1.03 (Velocity Pressure Exposure Coefficient, also Kh, ASCE 7-10 TABLE 27.3-1, page 261 based on z) 0.85 (Wind Directionality Factor, ASCE 7-10 TABLE 26.6-1, page 250, based on structure type) Velocity Pressure qh = 0.00256 Kh Kd V2 [Ibs/ft2] (ASCE 7-10, Eq. 30.3-1) (NOTE: section 26.8 of ASCE 7-10, p.251 does not apply (i.e., Kzt=1.0)) qh = 68.64 PSF qh Asir: q? = 41.18 PSF • • • • • • • • • betermtnation of wind pressure (p) • ? = qh( Wp..GCpi) • • • •:•'bust Effect Factor • • •. • J • • cpi+-•••• • Gcpl- _ . •••• • •••• Detern ime a: a= but not less than Use a = •• •• • • (ASCE 7-10, chapter 30, page 318, Components and Cladding) [Ib/ft2] (Eq. 30.4-1) (ASCE 7-10, 30.4.2, page 318) (ASCE 7-10, 26.9, page 254, Rigid Structures) • ...d.18 (Internal Pressure Coefficient, TABLE 26.11-1, page 258) Enter 0 for open bldgs. 0.55 for partially • • • • ....0 i8 enclosed bldgs. or 0.18 for enclosed bldgs. • •• • • • • • 5.6 ft or 5.6 ft (whichever is smaller) 2.24ft or 3ft 5.6 ft Windows and Doors Pressure reduction factor = 0.9 (Fig.30.4-1, page 335, if 8<10 ° reduce GCp by 10%) 5.6 controls 3 controls qh = 41.18 PSF EXPOSURE: D CATEGORY: II P= gh[(GCp) - (GCpi)] [psf] WINDOW/ SIZE (aprox.) AREA GCp(-) GCp(-) GCp(+) P_ P P. DOOR ID w (inch) h (inch) (SF) ZONE 4 ZONE 5 ZONE 4 &5 ZONE 4 (-) ZONE 5 (-) ZONE 4 & 5 Window:l0ft2 38 38. i 10.00 -0.99, .. -1.26(t.- ' '0.90 - .. -48.18 4-59.30 + 44.48 2 SCOPE OF WORK — REPLACEMENT OF EXISTING WINDOWS AND DOORS WITH IMPACT RESISTANT. (NOT CHANGE IN WALL OPENING SIZE) LEGAL DESCRIPTION: REV PL MIAMI SHORES SEC 8 PB 43-51 LOT 8 BLK 181 LOT SIZE 75.000 X 106 OR 16836-2795 0695 1 COC 21500-1386 07 2003 4 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. FOLIO: 11-3205-017-0200 • ALL COMPONENTS CONSIDERED IN ZONE 5 (U.O.N.) • MEAN ROOF HEIGHT = 14 FT. GENERAL NOTES: 1. THESE PLANS ARE NOT CONSIDERED COMPLETE UNTIL SIGNED AND SEALED BY THE ENGINEER AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES. 2. THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE REPLACEMENT OF EXISTING DOORS AND WINDOWS. INSTALLATION SHALL BE DONE FOLLOWING THE CORRESPONDING PRODUCT CONTROL APPROVALS FROM MIAMI—DADE COUNTY. 3. ANY MODIFICATION TO THE ORIGINAL STRUCTURE NOT INDICATED ON THESE DRAWINGS THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS IS NOT COVERED BY THESE PLANS AND A SEPARATE PERMIT, WITH SPECIFIC NOA PLANS, MUST BE OBTAINED. 4. DIMENSIONS SHOWN ON THESE DRAWINGS (INCLUDING THE SCHEDULE SHEET) ARE FOR THE PURPOSE OF PROVIDING A SPACE PROPORTION TO THE USER AND THEIR SOLE INTENTION IS TO BE USED FOR WIND LOAD PRESSURE CALCULATIONS AND TO VERIFY COMPLIANCE WITH MEANS OF EGRESS. THE ENGINEER OF RECORDS ASSUMES NO RESPONSIBILITY FOR THE FINAL SIZE OF THE PRODUCT TO BE PURCHASED AND INSTALLED. IT'S THE OWNER AND CONTRACTOR RESPONSIBILITY TO OBTAIN THE EXACT WINDOWS AND DOORS DIMENSIONS FOR PURCHASING AND INSTALLATION. 5. FINAL COLOR OF GLASS AND EXACT DOOR OPENING DIRECTION (LEFT OR RIGHT) SHALL BE COORDINATED BY THE OWNER AND CONTRACTOR. 0 0 0 0 0 0 0 r S I ® II MASTER BEDROOM I I I BATH 1 I 1 BEDROOM BATH BEDROOM --I —J Miami Shores Village APPROVED BY DATE ZONING DEPT qfr/' FEDERAL ' BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS I— I 1 KITCHEN FLOOR PLAN N.T.S. •••• • • •••• • •••• • 00410 • •••• • • • • •• • • • •• • RECEIVED APR 0 5 2018 cat0001 REVISIONS No. DESCRIPTION 4/4/2018 DESIGN BY: L.H DRAWN BY: L.H REVISED BY: L.H. DATE: 04-04-2018 SCALE: ASSHGPN SHEET: 2 MARK A (HR) 111" X 50 5/8" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +60.00 PSF -59.30 PSF < -60.00 PSF NOA: 17-1017.09 MARK F (HR) 74" X 50 5/8" GLASS: GRAY IMPACT QTY. 7 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF -59.30 PSF < -67.30 PSF NOA: 17-1017.06 MARK L (FD) 33" X 82" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +80.00 PSF -59.30 PSF < -80.00 PSF NOA:17-1226.12 MARK B (HR) 109" X 38 3/8" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +60.00 PSF -59.30 PSF < -60.00 PSF NOA: 17-1017.09 MARK G (HR) 74" X 26" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF -59.30 PSF < -90.00 PSF NOA: 17-1017.06 MARK M (SH) 26 1/2" X 50 5/8" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +90.00 PSF -59.30 PSF < -90.00 PSF NOA: 17-1017.04 MARK C (FD) 39" X 82" GLASS: OBSC. IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +80.00 PSF -59.30 PSF <-80.00 PSF NOA: 17-1226.12 MARK H (HR) 37" X 26" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF - 59.30 PSF <-120.00 PSF NOA: 17-1017.06 MARK N (SH) 19 1/8" X 50 5/8" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF - 59.30 PSF < -95.50 PSF NOA: 17-1017.04 (PW) 35" X 78" GLASS: GRAY IMPACT QTY. WIND LOAD +44.48 PSF -59. 0 F MARK D DESIGN LOAD < +110.00 PSF <-110.00 PSF NOA:17-1226.16 1" X 4" X 77" ANCHOR: A-2 QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +73.42 PSF -59.30 PSF < -73.45 PSF NOA: 17-1226.22 MARK J (HR) 37" X 50 5/8" GLASS: GRAY IMPACT QTY. 3 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF - 59.30 PSF <-104.70 PSF NOA: 17-1017.06 1. MARK 0 (FD) 33" X 82" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +80.00 PSF - 59.30 PSF < -80.00 PSF NOA:17-1226.12 MARK E (HR) 74" X 38 3/8" GLASS: GRAY IMPACT QTY. 2 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF -59.30 PSF < -78.90 PSF NOA:17-1017:06 MARK K (HR) 63" X 50 5/8" GLASS: GRAY IMPACT QTY. 2 WIND LOAD DESIGN LOAD +44.48 PSF < +53.33 PSF - 59.30 PSF < -67.30 PSF NOA:17-1017.06 1- • MARK P (FD) 33" X 82" GLASS: GRAY IMPACT QTY. 1 WIND LOAD DESIGN LOAD +44.48 PSF < +80.00 PSF - 59.30 PSF < -80.00 PSF NOA: 17-1226.12 • •• •• • • •••• • • •••• •• •• •• • 41• • • • • • • •• •• • •••• •••• ••• • •••• • •••• • •••• ••• • • • • • ••• •• •• • Z W 00 W co c7g r = H w• cop rye -cs a.26• oco Ma •• la al .; 0 0 Z REVISIONS No. DESCRIPTION 4/4/2018 DESIGN BY: L.H DRAWN BY: L.H REVISED BY: L.H. DATE: 04-04-2018 SCALE: ASSI-IG N SHEET: !!! 2 K5‘er852- MIAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under ,the applicable rules and regal' -io ' 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 matefiat fgils to perform in the accepted manner, the manufacturer will incur the expense of such fe.stitinand the*ANJ may • • •.. immediately revoke, modify, or suspend the use of such product or material within.t at jurisdi �tion. RER • • reserves the right to revoke this acceptance, if it is. determined by Miami —Dade 'Q .nty Product Control' • • • • • • Section that this product or material fails to meet the requirements of the applicable•Dtaciipg code.... • ••.. This product is approved as described herein, and has been designed to comply Wulff the Flocide.Btiilding• • . Code, including the High Velocity Hurricane Zone.- •• • • • •• .. • .... ..•.. ..•. DESCRIPTION: Series 2011" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. PW01-15, titled "Series 2011 Aluminum Fixed Window Impart • • • Resistant Glass", sheets 1 through 7 of 7, dated 07/22/16, with revision No. 1 dated 12415/17: prepared by • • manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami —Dade Coaitty .Produelt• •; Control Revision stamp with the Notice of Acceptance number and expiration date by the'Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number, preceded by the words' Miami -Dade County, Florida, and followed by the expiration date may displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1102.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 786) 315-2590 F (786) 315-2599 miamidade.gov/economy RECEIVED APR 0 5 2010 MIAMI•DADE COUNTY APPROVED 10' ...... • • • . • • NOA No. 17-1226.16 Expiration Date: September 08, 2021 Approval Date: March 15, 2018 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 1; :( E ) F i 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-1102.17) . Drawing No. , PW01-15, titled "Series 2011 Aluminum Fixed Window Impact Resistant 'Glass", sheets 1.through7 of 7, ,dated 07/22/16, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 15-1102.17) B. TESTS -... 4 T' • 1: . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •; . • • 2) Uniform Static Air Pressure Test; Loading per FBC,.TAS,202-94 • ... • • • 3) ' Water Resistance Test,'per FBC, TAS 202-94 • '` - 4)'Forced Entry Test, per FBC 2411•.3.2.1, and TAS 202-94 .: ....i..... , • ." •:• •..' 5) Large Missile Impact Test per FBC; TAS 201-94 ' • - " 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94•' .:.. ...... •aldrig with marked -up drawings and installation diagram of a series 2011 aluminum . ,r .xea. window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. •: ... • .:...: '' • yTI,=7853, dated 10/02/14, signed and sealed by Idalmis Ortega; P.E• . , r :.... :. • '• • : (S'reImitted under NOA No. 15-1102.17) # ,' • - • •, • • • , ,,,,.!, C. CALCULATIONS '' `' 1. Anchor verification calculations and . structural analysis, complying with FBC-5th Edition`(2014), dated 10/20/15, prepared, signed `aid sealed'by Francisco Hernandez, ` P.E. ; = ,_ , , ' , (Submitted under NOA'No.`15-1102.17) ': 2.. Glazing complies with ASTM E1300-09 .,'4 . .J }' r D QUALITY ASSURANCE -,' I '1. Miami -Dade' Department of Regulatory and Economic Resources (RER): E. MATERIAL CERTIFICATIONS 1. . Notice of Acceptance No: 14-0916.11' issued to Kuraray Ameiica,'Inc. Sfor their "SentryGlas® (Clear and White) Glass, Interlayers" dated 06/25/15, expiring on 07/04/18. ' 1 Manuel Pere .E. Product Control Ex - er NOA No. 17-1226.16 Expiration Date: September 08, 2021 Approval Date: March 15, 2018 E-1 t Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: A EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 20,-2015, issued, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated October 20, 2015, issued, signed and sealed by Francisco Hernandez, P.E. 3. Testing Proposal issued by the Product Control Section, dated 08/04/14, signed by Jaime Gascon, P.E. G. OTHERS 1. None. E-1 ...... • ..... .... ...... .. ...... . . .... ...•••• ...... ••S. • • •....• • • • .. .... • • • ..... ...... . • ..... .. .. • ••. . ...... • •• . • • ...... • • .• ...... • • Manuel Per .E. Product Control E ner NOA No. 17-1226.16 Expiration Date: September 08, 2021 Approval Date: March 15, 2018 ••••• • • •.••. •••••. • • •••••• • • •••••• . • 7 Sunshine Windows Manufacturing, Inc. -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED DRAWINGS a 1. Drawing ' No. PW01-15, .titled "Series 2011 Aluminum Fixed Window Impact Resistant Glass", /sheets 1' through` 7 of '7, dated 07/22/16, with revision No. 1 dated 12/15/17, prepared by manufacturer, signed and sealed by Fr"ancisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS •••• • • 1. • None. •••••. .•• . •• .•••••• D. •• • QUAI rr- ASSURANCE o • • 1. . J tiami-Dade Department of Regulatory and Economic Resources (RER) 0000 ••••� • • • • • • • • • • E.. MATE1AL CERTIFICATIONS • • • •1. • Nofice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their • I`• SeptryGlas(Clear and White) Glass Interlayers" dated 12/28/17, expiring on •:•••.07/04/23. . .. 2. : 6035—inch (Length) by 0.26—inch (Height) by 0.0059—inch (Thickness) (8.5x 6.6x0.15mm) Aluminum Low Profile Insulated —Glass spacer Helima AH 850 N (P/N.: USA K 001 000 000 R7) with Aluminum Alloy AW-3000 (Ftu=17 ksi and Fty=l2ksi) by Helmut Lingemann GmbH & Co., KG. (HELIMA). . . • •. • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated December 16, 2017, issued, signed and sealed by Francisco Hernandez, P.E. G. OTHERS 1. Notice of Acceptance No. 15-1102.17, issued to Sunshine Windows Manufacturing, Inc. for their Series "2011" Aluminum Fixed Window - L.M.I. approved on 09/08/16 and expiring on 09/08/21. Manuel PersbE. Product Control E der NOA No. 17-1226.16 Expiration Date: September 08, 2021 Approval Date: March 15, 2018 E-1 FIXED WINDOW RECTANGLE INDEX OF DRAWINGS SHEET 1 OF 7 - WINDOW ELEVATION, GENERAL NOTES AND INDEX OF DRAWINGS. SHEET 2 OF 7 - TYPICAL. ELEVATION FOR RECTANGLE, FRAME CORNER DETAILS AND STANDARD WINDOW SIZE DESIGN PRESSURES CHART. SHEET 3 OF 7 - MODULAR WINDOW SQE DESIGN PRESSURES CHARTS. SHEET 4 OF 7 - WINDOW TYPICAL SECTIONS. GLAZING DETAILS. SHEET 5 OF 7 MATERIAL LIST. SHEET 6 OF 7 - TYPICAL HEAD AND SILL INSTALLATION DETAILS. SHEET 7 OF 7 - TYPICAL JAMB INSTALLATION DETAILS. GENERAL NOTES: 1,- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDTRON (2014) AND FBC 6TH EOfT10N (2017). SHUTTERS ARE NOT REQUIRED. REFERENCE TEST REPORT FTL-7853 DATED ON 10/30/2014. FOR ANCHOR TYPE AND SPACING REFER TO ELEVATION ON SHEET 2 OF' 7 AND SECTIONS ON SHEETS 6 AND 7 OF 7. 5.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER LOADS IMPOSED BY GLAZING STSt[M TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF GREATER DENSITY. CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 P51 MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Frn' = 2000 PSI MIN. LL- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC. 10.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN •1/8" THICK. STEEL SHALL BE Fy - 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- DECORATIVE, SURFACE APPLIED COLONIAL MUNTINS CAN BE USED. 12- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M- STANDARD SPECIFICATION FOR PACKAGED DRY. 13.- GLASS TYPE A: 7/16" NOMINAL LAMINATED GLASS COMPOSED OF (2) 3/16" HEAT STRENGTHENED GLASS WITH 0.09" SENTRYGLAS INTERLAYER FILM BY KURARAY AMERICA, INC. 14.- GLASS TYPE B: 1" NOMINAL INSULATED LAMINATED GLASS COMPOSED OF 12 3/16" HEAT STRENGTHENED GLASS WITH 0.09" SENTRYGLAS INTERLAYER ••• Fi Ere KL9RARAWAMBRICj ING.•+ 0.34" AIR SPACE + 3/16" TEMPERED• SIN �j .� CIO HEp. •s • •• • • • • • •• • 'Zs -.; • VtCENs .'• •. • • • ••• •• •• • ••• PRODUCT REVISED • • • • •• complyf7g with the Florida • Building bode • • • • • • • • • NOA-No. 17-1226.16 • •• • • .• ••• • • •• ••• • • • �•• • • • • 9Ea 1 Dat•0910812021 •• • • • • • • • • • By 6:�i Jp� l • • Mia ad• ProduXct"� 2 4 ' NO. 5 303 111 ••‘ FLOA hAtDEZ FLORIDAID 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Nel"ah. Flalda 33012 Ph: (3O5)35 -9952 F,c(305)828-5118 es.) * _ DRAWING No. /2 /if PW01-15 . TATE OF ` DATE 7/22/16 i;,ss'/.. .. •S.a ``\ SCALE N.T.S. SHEET I OF 7 ••• • • • • ••• •• • • ••• . •• • • •• . • • • • • • ••••• ••• • • • • •• •• • • ••• • • .•• • ••• • • . • • • • •• •• • •.•• .• .• • • • • • • • •• • • • •• • • • • • • ••• • • STANDARD WINDOW STLE DESIGN PRESSURES CHART -PSF WLNDOW SIZE ' ATTACHMENT TO CONCRETE AND METAL ATTACHMENT TO WOOD ANCHORS SPACED AT 15" MAX ANCHORS SPACED AT 20' MAX. ANCHORS SPACED AT 15" MAX ANCHORS SPACED AT 20 MAX LL L2 POS. HBO. P03. NF.O. POS. 0110, POI 0E0. 19 1 /5" " 28' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 26 1/2" • 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 37' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 53 1/8' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 74' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 19 1/8" ` 38. 3/8". 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 26 1/2" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 37' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 53 1 /8' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 74' 110.00 110.00 105.42 105.42 108.51 108.51 90.43 90.43 19 1/8' 50 5/8' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 26 1/2" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 37' 110.00 110.00 110.00 110.00 110.00 110.00 98.02 96.02 53 1/8' 104.29 104.29 103.81 103.81 104.29 104.29 89.05 89,05 74' 104.29 104.29 89.97 89.97 92.61 92.61 77.17 77.17 19 1/8' - 63" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 26 1/2' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 37' 110.00 110.00 107.75 107.75 110.00 110.00 92.43 92.43 53 1/8' 99.39 99.39 91.65 91.65 98.27 98.27 78.62 78.62 19 lie. 74 1/4' 110.00 110.00, 110.00 110.00 110.00 110.00 110.00 110.00 26 1/2' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 37' 110.00. 110.00 107.51 107.51 110.00 110.00 92.22 92.22 53 1/8' 99.39 99.39 87.53 87.53 90.10 90.10 _ 75.09 75.09 L2 L1 NOTE: WINDOWS CAN BE ORENTED VERTICALLY OR HORIZONTALLY GENERAL NOTES: 1.-'FOR GENERAL NOTES REFER TO SHEET 1 OF 7. • • . ••• •• • •• • • • • • • • • ••• • • ••• • •. • • • • • • • • ••• • • • 4V O LOAD A.SI:IREACTOR NOTE: 111E DESIGN PRESSURES SHOWN ON THIS CHART ARE FOR ALLOWABLE STRESS DESIGN. WIND LOADS PHONATED BASED UPON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 ARE PEFR�1 1TTEO WB M�,� yIII�11PUFD BY 0.5 FOR COLIPARISON BETWEEN THE•A'CTIN LOAOS•AND THE DESIGN PRESSURE OF THE UNTS• • ••• • •• ••• • • • • • •• • •'. • • • ••• •• ASSEMBLY SCREWS $8 % 1' FRAME CORNER DETAIL B .S 1 20' t MAX fi _1 1 1 I_ 1- 1 1 _1 1► A• FALSE MUNTINS CAN BE USED. - ' ON ANY SWIPE (SURFACE APPLIED) _ B aelb WINDOW WIDTH / (SHORT SIDE) RECTANGLE TYPICAL FJ.FVATION CORNER DETAIL # 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.16 Expl . t1 n Date 09/082021 By Mla Control Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Fladde 33012 Ph: (305)354-9952 Foe:(305)628-5115 113 4": No. 51393 "-v4 ' € ,,1t., : 1 DRAWING No.- Jp " lsf/8i: PW01-15 STATE OF i . •-_.!t0m0P..: `\.T� DATE 7/22/16 '�,�'SS1ONAL 1```�� SCALE: N.T.S. FRANC�S�%O 1 HABLWANDEZ FLORIDA PE # 51393 SHEET OF 7, MODULAR WINDOW SIZE DESIGN PRESSURES CHART - PSF WINDOW SIZE ATTACHMENT TO CONCRETE AND METAL ATTACHMENT TO WOOD ANCHORS SPACED AT 15" MAX ANCHORS SPACED AT 20' MAX ANCHORS SPACED AT 15" MAX ANCHORS SPACED AT 20 MAX LI 12 POS. NEG. POS. PEG. .. POS. NEO. POS. NEG. 18" ' 36" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 24' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110,00 110.00 110.00 110.00 110.00 110.00 110.00 36' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 ' 110.00 110.00 110,00 110.00 48" 110.00 110.00 110.00 110.00 110.00 110.00 105.68 105.88 54' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 60' 110.00 110.00 110.00 110.00 110.00 110.00 100.65 100.65 18" 48" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 24" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 42" 110.00 110.00 110.00 110.00 110.00 110.00 100.65 100.65 48" 110.00 110.00 110.00 110.00 110.00 110.00 99.08 99.08 54" 110.00 110.00 110.00 110.00 105.68 105.68 99.08 99.08 60' 110.00 110.00 102.87 102.67 110.00 110.00 88.07 88.07 18' 60' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 24' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 30" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 35- 110.00 110.00 110.00 110.00 110.00 110.00 100.65 100.65 ' 42' 110.00 110.00 108.31 108.31 110.00 110.00 92.91 92.91 54" 97.78 97.78 97.78 97.78 97.78 97.78 85.40 85.40 60• 88.00 88.00 88.00 58.00 88.00 88.00 84.54 84.54 12 11 NOTE: WINDOWS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY GENERAL NOTES: 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 7. • • •• MODULAR WINDOW SIZE DESIGN PRESSURES CHART - PSF WINDOW R171' ATTACHMENT TO CONCRETE AND METAL ATTACHMENT TO WOOD ANCHORS SPACED AT 15" MAX. ANCHORS SPACED AT 20" MAX ANCHORS SPACED AT 15" MAX ANCHORS SPACED AT 20" MAX. LI L2 PO3. NPA. POS. NEG. POS. NEG. POS. NH0. 18' 72" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 24" 110.00 110.00 110.00 110.00 110.00 110.00 105.68 105.68 30' 110.00 110.00 103.75 103.75 110.00 110.00 88.99 88.99 38" 110.00 110.00 91.26 91.28 97.85 97.85 78.28 78.28 42' ' 103.53 103.53 82.82 82.82 8e.e1 8881 71.05 71.05 48• 96.25 96.25 77.00 77.00 82.5E 82.56 66.05 68.05 54' 92.26 92.26 73.01 73.01 78.28 78.28 62.63 82.63 60• 88.130 88.80 70.40 70.40 75.49 75.49 60.39 60.39 24' D 84' 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 • 107.13 107.13 110.00 , 110.00 91.90 91.90 35' 110.00.' 110.00 93.33 93.33 98.07 96.07 80.06 80.06 83.81 83.81 86.27 86.27 71.89 71.89 48' 92.40 92.40 77.00 77.00 79.26 79.26 66.05 56.05 54• 86.46 88.46 72.05 72.05 74.1E . 74.16 61.80 61.80 24' 96" 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 30' 110.00 110.00 109.51 109.51 109.59 109.59 93.94 9394 38' 110.00 110.00 94.77 94.77 94.84 94.84 81.29 81.29 42" ' 98.56 9858 84.48 84.48 84.54 ' 134.54 72.47 72.47 48" 89.83 89.83 77.00 77.00 77.05 77.06 66.05 66.05 30' 108" 110.00 110.00 95.38 95.38 109.09 109.09 81.82 81.112 36' 109.51 109.51 82.13 8213 93.94 . 93.94 70.45 70.45 42" 97.10 97.10 72.83 * 72.83 83.29 8329 52.47 62.47 30" 120• 110.00 110.00 98.56 98.56 108.70 108.70 84.54 84.54 36• 108.71 108.71 84.55 84.55 93.25 93.25 72.53 72.53 30' 132' 110.00 110.00 88.45 88.45 97.55 97.55 75.87 75.87 WIND LOAD A.S.D. FACTOR NOTE: THE OESION PRESSURES SHOWN ON 1NESE CIARIS ARE FOR ALLOWABLE STRESS DESIGN. WIND LOADS CALCULATED BASED UPON "ULTIMATE WIND SPEED' AS DETERUTIED FROM ASCE 7-10 ARE PERMITTED TO 8E MULTIPL ED BY 0.8 FOR COMPARISON 9E1WEEN THE ACTING WIND LOADS AND THE DESIGN PRESSURE OF THE UN1I5. •• .. • • • • •- • • •• •• • •• • •• • • ••• • • • • • • • • • • •• • •• • • • PRODUCT REVISED as complying with the Florida • • • • • • • •, • • • Building Cade • • • • • • • • • •Non Nio. 17-1228.18 • • • • • • • • • • • • • • Ex•iratlon Dat• 09/08/2021 ••• • • • • • • • By • • Min `1T111 I II 11//// 4; Sunsh a Windows Manufacturing, Inc. 1745 W. 33rd Plans Hialeah Fends 33012 Ph: (508)384-9952 Fax:(305)828-5118 `�N`‘ G H \SGC.. FRh."//,, • o. 51383 1•1 0,,.... STATE OF . lV cy F ••.fORIOP't 07. S OO HERNAN FRANC EZ FLORIDA PE # 51393 DRAWING No. PW01-15 DATE:7/22/18 SCALE: N.T.S. SHEET 3 OF 7 ••• • • • • ••• • • • • • • • • • . • • • • • •••• •••••• • . •• •• •• •••• • • • • • • • • • ••• • • • • • • • . • • •• . • • • • •• • •• • • • • • • • •• • • • • • • • • • • • • - SECTIONS FOR GLASS TYPE A 7/16" MONOLITHIC L.M.I. GLASS SECTION B-B • • • • ••• •• • • SECTIONS FOR QLeSS IYPE$. ; • • • • • • • 3/16' H.S. GLASS 1" INSULATED L.144.b GLASI 0.09• SERAY LAS IER BY KURARAY AMERICACA, INC.IN ALUMINUM SPACER BY HEIJMA USA EXTERIOR SECTION B-B 3/18' H.S. GLASS • • •• • • • • • • • • • • • • • • • • • 3/16' H.S. GLASS 0.09' SENTRYGLAS INTERLAYER BY KURARAY AMERICA, INC. 3/16' H.S. GLASS 0.34" AIR SPACE 3/18' TEMP. GLASS • GENERAL NOTES. 1.- FOR GENERAL. NOTES REFER TO SHEET 1 OF 7. ALUMINUM SPACER BY HEUMA USA GLAZING DETAIL' GLASS TYPE B_ PRODUCT REVISED as complying with the Florida Building Code NOA-No.. 17-1226.16 Ex . Nation Date O9 O8/2021 BY ado.. Mia . Dade P 7/8' GLASS BRE CORNING 795 SILICONE /4' X S/8' X 3'. DUR. B0 NEOPRENE SETTING BLOCKS (2 PER SIDE). 1/4' DOUBLE FACE TAPE 1 7/8' GLASS ME CORNING 795 SILICONE NEOPRENE SETTING BLOCKS (2 PER SIDE). • Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Moos Hlokoh Floida 33012 PA: (305)364-9952 Roc(305)828-5118 K .IAII OQ [HER/•AVv:q';�*4 No. 51393 z° * ' * : * DRAWING No. �L; PW01=15 ` % ATE OF �j�'•.,FCORIDP.•' G\�`� DATE:7/22/18.�. 'IISS/ONAL a"‘‘ srAl i : N.T.S. FRANCIS�Cf11 F1E!RN�ANDEZ FLORIDA PE # 51393 SHEET 4 OF 7 1 .078 .875 .062 3.000 . 152 1.222 - 313 .449 ,G85 .584 .157 I .040 �031 ^�- 1.125 -i093 .650--- -.125 ,085 1,429 ,594 ,078 2,375 .078 .500 - .062 —.177 L,313 .061 1,260 .062 —.060 063 96 1.284 I .623 1 ^� • 062 L 054 MATERIAL LIST No PART PART DESCRIPTION MATERIAL 12063 HEAD, SILL AND JAMB 6063-T6 2 12064 SCREW COVER 606 3 12065 7/16" GLAZING BEAD 606 4 E20318WN3020 T-SLOT EXTRUDED SEAL TPE P PLASTIC 5 ZIALOC 750 1/8" X 1/4" DOUBLE SIDED TAPE - PE F 6 7 8 GENERAL NOTES: 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 7. 9 DOW CORNING 899 1 LY63 •• 12180 SEALANT #8 X 1" PAN HEAD S.M.S.. 1" INSULATED GLAZING BEAD • • I SBRM1 • • • • i. 1{ 4: X f5,E" SETTING BLOCK • •. s • • • • •• •• • • • • ••• • ••. ••• •':: • •• ••• SILK 6063-T6 NEOPRENE PRODUCT REVISED • • • • • as complying with the Florida • • • • • • Building do • • • • • • • • • , NOA-No. 17-1226.16 • ••• • •• • • • • • • •' • • j E ration Data 09/0812021 • • •• • • • • • •a By Warn��•,..•produ—"•o 3-T6 ;cw;i 3-76 a OAM 8 ONE 6 y z STEEL �o r�� C HEM ,, •••` C\G . ):GENSF ••9�Q -- IL 2 flit ./ /.k* _ DRAWING No. �'. ►f1 (-J( : PW01-15• TE OF ��'•., �C•RIDP,.•'G\C>>>� DATE:7/22/16 'SSAot;I E"..' s SCALE_ N.T.S. FRANCISOOIHERNANDEZ FLORIDA PE # 51393 ..'..Sunshine Windows Manufacturing, Inc. 17455 W. 33rd Place I'* .d. Florida 33512 PA: (305)354-0952 Fos:(305$2e-5119 SHEET 5 OF 7 • • • • • • • ••• • • • • • • • • • • • • 000 • • • ••• • • �• •• • • • ••' •• • • 000 • • • • ••• • • .•. • • •••• • 4 • •• •• • •.• • • • •• •• •• • • • • • • • ••• • • •• • • ••• • w EXTERIOR EXTERIOR INTERIOR 1/4" s ISHIM SPACE 7 • 4 1/4' NIMUM EDGE 3 3/B' MINIMUM EDGE DISTANCE 1' X WOOD BUCK BY OTHERS NUS( BE PROPERLY SEALED AND ANpgRED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4' • ULTRACON WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE THROUGH 1' X woad BUCK. d FOR MAX ANCHOR SPACING REFER TO -TYPICAL ELEVATIONS. ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK INTERIOR 1/4' MAX SHIM SPACE EXTERIOR WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER DAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTAU 4TION. • 1/4' • ULTRACON WM 1 1/2' MIN. EMBEDMENT IMO WOOD. • FOR WAX. ANCHOR SPACING REFERTO TYPICAL, ELEVATIONS. ATTACHMENT TO WOOD GENERAL NOES: 1.- FOR GENERAL NOTES REFER TO' SHEET 1 OF 7. • MINIMUM EDGE DISTANCE • INTERIOR • • • • •• •• • •• •' • • • ••• JURIOR • •• ••• • • • •• • • •• ••• a • • • • • • • • • • • • ••• • • • • • • • • INTERIOR • •• • •• 1/4" MAX SHIN SPACE T 1//4' • ULTRACON w4M 1 3/4' MIN. EMBEDMENT INFO CONCRETE FOR MAX. SPACING REFER TO TYPICALL ELEVATIONS. • EGGS DISTANCE Y. ATTACHMENT TO PRE -CAST SILL r^ IMMI-DADE COUNTY APPROVED MULLDN wart 1/6' A11K THICKNESS (UNDER SEPARATE MCI). MINIMUM ALIPANUM ALLOY 6063-TO. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW TNSTAJAT ON. 1/4' • MR -FLEX DR DRR.-FLEX R I SELF DRLLING SCREWS THROUGH MEAL WITH MN. 3 THREADS BEYOND ME SUBSTRATE FOR MAX ANCHOR SPACING REFER 10 TYPICAL ELEVATIONS. ATTACHMENT TO MULLION EXTERIOR 4. METAL STRUCTURE WMTH 1/6' MIN. THICKNESS. A-36 STEEL MINIMUM BY OTHERS. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW NSTA.LATION. 1/4' MAX SHW SPACE T 1/4' • KWIC -FLEX OR OWL -FLEX GR 5 SELF TWILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL. ELEVATIONS. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plow HMMah, FNMA: 33012 Ph: (305)364-0952 Farc(306)1125-5116 C!0 ATTACHMENT TO METAL STRUCTURF�AAI1 i' I I NFFq �, O A 4 TYPICAL HEAD AND SILL INSTALLATION DETAILS PRODUCT REVISED as complying with the Florida Building Code NOR —No. 17-1228.16 Iratlo. Date 09106/2021 1 _PC1,; • V,CENSF' •.yam �i� rca-ri1 aa�t - 1 STATE OFr.' 4,; F O ' •C . DATE 7/22/16 iiSS/ONA� �?.NsSCALE: N.T.S. FRAN'USCq I�RNANDEZ SHEET 6 OF 7 FLORIOA PE # 51393 AR 1/4' • ULTRACON WITH 1 3/4' IN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLACK THROUGH 1' X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATKMS. ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK 1/4' I ULTRAAON WITH 1 1/2' WN. EMBEDMENT INTO WOOD. FOR MAIL NOIOR SPACING REFER TO TYPICAL ELEVATONS. EXTERIOR INTERIOR I/O. MAX. SHIM SPACE ATTACHMENT TO WOOD GENERAL NOTES: 1.— FOR GENERAL NOTES REFER TO SHEET 1 OF 7. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO WE STRUCTURE AND. APPROVED BY BURRING OFFICIAL PRIOR TO WINDOW INSTA11A1I0N. 1/4' • KWIK-FTEX OR DRIL-FLEX CR 5 SELF DRILLING SCREWS THROUGH METH. WITH kWI. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS. EXTERIOR INTERIOR IAMI-DARE COUNTY APPROVED MULLION WITH 1/8' IAN. THICKNESS (UFCER SEPARATE N0A). MINIMUM ALUMINUM ALLOY 6083-T& SWILL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMENT TO MULLION EXTERIOR 1/4' • IORK-FTDC OR DRIL-FLEX OR 5 SELF DRS.UN0 SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE FOR MAN), ANCHOR SPACING REFER TO TYPICAL LIEVATOFL4. INTERIOR METH. STRUCTURE WITH 1/8' MN. THICKNESS_ A-36 STEEL MIFIWIUM BY OTHERS. SHALE. BE APPROVED BY BUEDINC OFFICIAL FROR TO WINDOW INSTALLATION. LLAX. SHIM SPACE ATTACHMENT TO METAL STRUCTURE ••• ••i • • • • • •• • •i . . . . •• • •••• ••• ••• •• •• • ••• PRODUCT gREVISED Building Coda the Florida TYPICAL JAMB INST I:LA5ION bETAIL,S • • NOA-No. 17-1226.16 • • • • • • • •II' • : • • • •II' : : Evokedion Dab 09/08 • • • • • • I Bye% • • Min ••• • • • • • • ••• • • • •• ••• • • • • • • • •• • • • •• •i • •• i • • 000 • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pt.. Ild4ah. FlWlda 33012 Ph: (305)304-6952 Foal (305)828-5118 w g e z z oQ,o „•\Gc.,* cNERNgA /.' w ;' �• 51393Ct. :z° — * • i1. , I DRAWING No. b T P. 2,02 le ;�Q •• ATE OF ! (V�� PW01-15 s.�i/� '•.!�(ORIVP.•''G\?� p0,TE: 7/22/16 ////r "ONAL ��s cruel F. N.T.S. FRANCISGIC ilMEIAANDEZ FLORIDA PE # 51393 SHEET 7 OF 7 4 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 Miarni 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 (1.n 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 tQ.r,,e.voke this acceptance, if it is.determined by Miami -Dade -County Product Control Section that thisvroduct or niateiiai fails-iw meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flbflt$•Buildirig bde, including the High Velocity Hurricane Zone. y • • MIAIII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, .Florida 331.75-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.tlov/economv .. . .... .... DESCRIPTION: Series "2011" Aluminum French Door w/wo Reinforced Sidelites-L•.N IJ. • •..., • . . APPROVAL DOCUMENT: Drawing No: FD01-15 Rol, titled "Series 2011 Aluminurfititti:h Doge wi lidelitos+: • • • (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer; dated 05/17/16 and last reMe8'on .12-1 S- 77 Signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Contro:VVIon stamp with the Notice of Acceptance number and expiration date by the Miarni-Dade County Product Control Section.• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . . . .• .. . .. .• . . . Limitations: • • • 1. See Sheet 6 for Design Pressures based on cluster anchors at Head or sill in Conc. / Metal or Wood substrates per sheet 4 and sheet 5, applicable to all configurations in sheets 2 and 3. 2. Full length steel reinforcement (item #32) required at sidelites, when door is used w/muiiion (item 413). 3. Flush bolt locking option require interior topfbottom Flush bolts at active and inactive door leaf. The Regent 3- point Mortise lock w/deadbolt mechanism option to be at active door leaf LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 'any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade -County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed., then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and. shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0929.11 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq. I.-Chanda, P.E. NOA No. 17-1226.12 Expiration Date: September 01 , 2021 Approval Date: February 22, 201.8 Page 1 . 'Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.. Evidence submitted in previous files - A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No: FD01-15, titled "Series 2011. Aluminum French Door w/ Sidelites (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/1.6 and last revised on 07-27-16, signed. and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • •• •• 2) Unifoun 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 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • ▪ • • • • • • • , 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • along witlunia,r,d7up drawings and installation diagrams of OXXO Alum French doors w/Sidelites, :cretared byoFeflestration Testing Lab, Inc., Test ReportNo:FTL-7832 dated 08/19/15, signed and • staled by td4litts Ortega, P. E. .Netra: This test reporthas an addendum letter dated June 09, 2016, issued by Fenestration Testing lab. • C. •CACULATMNS 1. Anchor verification calculations and structural analysis, complying with FBC 2014, dated 09/02/1.5, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ ASTME-1.300-02, -04 & -09. D. QUALITY ASSURANCE. 1. Miami Dade Department of Regulatory and Economic Resources (.RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray-America, Inc. (Fortner E.I. DuPont DeNemours & Co.) for the "SentayGlas® (Clear.and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement Ietter of conformance to FBC`2014(5`h Edition) and letter of no financial interest, both . datedSEP 20, 2015, prepared, signed and sealed by Francisco Hernandez, P.E: 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal dated 08/04/14, approved by Jaime D. Gascort,,P.E. Tshaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No: FD01-15 Rev1, titled "Series 2011 Aluminum French Door w/ Sidelites (L.M.L)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last revised on 12-15-17, signed and sealed by Francisco Hernandez, P.E. Note: This revision consists of editorial FBC 2017 code related notes only. B. CALCULATIONS 1. None • C. QUALITY ASSURANCE • .. •• • • • 1. :Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS ONS 1. None E. STATEMENTS • . • •• • • • • • • • • • . • •• •••• • • • • • • • • • • • • • • • . • •• •• •• • • • • • •• • •• • • • • • • • • • •• 1. Statement letter of confoiunance to FBC 2017 •(6th Edition) dated 10/23/17,etepared, iignied and. sealed by Francisco Hernandez, P.E. • • • 2. E-mail Statement letter of extent of DWG revision dated FEB 09, 2018, prepared, signed and sealed by Noel Martinez, Manager, Sun Shine Window Mfg., Inc. F. OTHER 1. This NOA revises NOA # 15-0929..1L expiring 09/01/21. E-2 f Ishaq t Chanda. P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 • GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). SHUTTERS ARE NOT REQUIRED. REFERENCE TEST REPORT FTL-7832 DATED ON 08/19/2015. FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 4 OF 26, CLUSTERS DETAILS ON SHEET 5 OF 26 AND TYPICAL SECTIONS ON SHEETS 17 THRU 26. WOOD BUCKS. NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND. SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. CONCRETE (AT HEAD AND THRESHOLD) / FILLED MASONRY STRUCTURE (AT JAMBS) FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3515 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 8.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC. 11.- DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC. 12.- COLONIAL FALSE MUNTINS CAN BE SURFACE APPLIED. 13.- SEE CORNERS DETAILS ON SHEET 26 OF 26. 14.- FOR 1/4" SHIM SPACE AT THRESHOLD USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. • ••• • • • • •• • •• •• • .•. • • •• • • • •• •• •• • •• • • ••• • • •• • •• • •• ••• • •• •• • • ••• • • •• • •• • • • • • • • . • ♦ ••• • • .• • ••• ••• • •• • • ••• • • •• • • • • ••• • • • •• IN2I['(OF•DQA VJ'4GS: • • • ••• • • • • T OF4. 26 .- • ENERAI.'VOTES AND INDEX OF DRAWINGS. 2 OF 26 .-DOUBLE OUTSWING DOOR ELEVATIONS. 3 OF 26 .- SINGLE OUTSWING DOOR ELEVATIONS. 4 OF 26 .- ANCHOR DISTRIBUTION. 0E 26 - CL I�TER DETAILS. • • I •26..-•DESIN PRESSURES CHARTS. • 4 OF•26•.r*VERTICAL SECTIONS A, B, C AND D. •R OF•26•.-•VERTICAL SECTIONS C AND D1. • • AND F. • 11 OF 26 .- HORIZONTAL SECTION G2. 12 OF 26 .- HORIZONTAL SECTIONS F1 AND El. 13. OF 26 .- HORIZONTAL SECTIONS H AND H1. 14 OF 26 .- HORIZONTAL SECTIONS G1 AND E1. 15 OF 26 .- HORIZONTAL SECTIONS H AND J. 16 OF 26 .- HORIZONTAL SECTIONS H AND J1. 17 OF 26 .- EXTRUSIONS. .18 OF 26 .- MATERIAL LIST AND GLAZING DETAILS. 19 OF 26 .- DOOR FRAME HEAD INSTALLATION DETAILS. 20 OF 26 .- SIDELITE HEAD INSTALLATION DETAILS. 21 OF 26 .- DOOR FRAME JAMB INSTALLATION DETAILS. 22 OF 26..- SIDELITE JAMB INSTALLATION DETAILS. 23 OF 26 .-.DOOR FRAME STANDARD THRESHOLD INSTALLATION DETAILS. 24 OF 26 .- DOOR FRAME HANDICAP THRESHOLD INSTALLATION DETAILS. 25 OF 26 .- SIDELITE SILL INSTALLATION DETAILS. 26 OF 26 .--CORNERS DETAILS. UE•26':-'HUFQNTAL SECTIONS E 0 0 26 .- HORI dNTAL SECTION G. GENERAL NOTES AND INDEX OF DRAWINGS THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED :0RODU0 t'REVi eia ea oamplyrrg wli5 the Fko4,:a loading Code Arptansr No I I —1 t 2i • 12• � E+.piretlne D.l (,✓,E,f56i Ii 2QzI b .4.4.',WP F.ru<rrcatwr `•`\rJsFP.!H n1tg1, 1\ �C1.••' ‘.iCEN`S(• . Q No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploca Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDEL11 hS LARGE MISSILE IMPACT RESISTANT . TAI Or- / 7VONAV_ FRANCISCO HERNANDEZ FLORIDA PE # 51393 z 0 V_1 REVISION FOR COMPLIANCE WITH FBC 6TH EDITION (2017) 41 1J 0 z DRAWING No. FDO1-15 DATE:o5/17/16 SCALE: N.T.S. SHEET 1 OF 26 D.L.O. D.LO. 40094T a FRAME HEIGHT - 15 1/8' 0.LO. WIOTI (PANEL) - PANEL WIDTH - 11 1/2' D.LO. WIDTH (90ELRE) . MAX. SIOEUTE FRAME WIDTH - 13 1/8' 174 1/2' MAX. FRAME WIDTH RUSH BOLTS Ea l� •. (O INTERIOR SIDE) /;1 `+{Y) J `l100710E �� ' PANELS INACTIVE PAN. 9 / / '26 15/16' —. V ® MAX. J `J D.L.O.35 D.L. Et / / / //® MAX. O.LO. D.LO. �\— \ DEAD BOLT , Si (DI D1 CV 36i/2 1 M142p 4/2 N C1Y4 Gl) 1 ^iUSH 48� 40' 801T5 78' ((�eG INfiiPti6NSidEj MAX. SIDEUTE FRAME W 9 WIDTH MAX. DOOR FRAME WIDTH MAX. S10ELTTE FRAME W10TH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELrrES (WITH FLUSH BOLT OPTION) 174 I/2' MAX. FRAME WIDTH RUSH BOLTS " INACTIVE PANEL 7" • . U y , / _ '26 15/16' 35 9/16" MAX.\.LO. • `RUSH BOLTS CO�\ o ,� (ON B01H PANELS) dp;n MAX. 510 48' 78' VRUSH BOLT5 48' ELRE FRAME WIDTH MAX. DOOR FRAME WIDTH MAX. S10EUFE FRAME WI0T4 INTERIOR ELEVATION DOUBLE, OUTSWING DOOR W/SIDELIIES Om FLUSH BOLT OPTXNI) THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED FLUSH B0LT5 (O INTERIOR 510E) ZaRa911=4.1 I. 26 15/16' DEAD BOLT LEVER HANDLE / --- -r- R1USH BOLTS 8. l® INeERfUt�310i) MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH RUSH BOLT OPTION) RUSH BOLT. 8 INA, NE PAN / __© o MAX.\.LO. RUSH (PANELS) \\ ' BOLTS — / 78' FLUSH BOLTS •• ••• • • • • • •• • • • Nip. 00411 FRAM` w10gi • • • 44EP 0RJ1 v A:10C 1OI1!)LF•OU•'S%1i'(D008 • (wIH F•15H*0LT•OPR•N) • •• • • • •• • • • •• DOUBLE OUTSWING DOOR ELEVATIO $ •;• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • 3 POINT MORTISE LOCK ENGAGEMENT R00. RUSH BOLTS (O INTERIOR SIDE) 1 Mom' .IA. ' all HI $ \ m_ J / / //� / \ CJD X ` 26 15/16' MAX. ,. MUMMY of (OPTIONAL) f' 0.LO. \ - SSE_S= HANDLEI / / mounami a�- 3 POINT MORTISE I RU511 BOLTS LOCK ' INIERIOR-SiDC) I6NOMi0EMENI �•ROD.I 78' MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH 3 POINT MORTISE LOCK OPTION) 1 POINT MORTISE LOCK FLUSH BOLTS ENGAGEMENT R00. (0N WAL�IVE `. PANEL ONLY) \ / O mualumoS fj7.CAT1• L siii \ 5E \ OCK 26 15J76' MAX. DLO, / /1 Q LUSH BOLTS, 1 f m 8 ' p (0N INACTIVE 1 'ANEL ONLY)) \io c�(,�I :__ --- \ RUSH BOLTS 3 POINT MORTISE LOC99EI4EM (ON INACTIVE R0II, PANEL ONLY) 78' 8 yg( E Ll 11I1111777// MAX. DOOR FRAME WIDTH\�1,C O HE/�1, /, INTERIOR ELEV.AIYO . ' oCENSF'.VVy2o DOUBLE OUTSWIN •I J�IQR '. •o< (WITH 3 POINT MORTISE LOCK ?ION) NO. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd RaceHioleoh, Florida 33012 Ph: (305)364-9952 F0K:(305)828-5118 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT 0 IN 0t O_ O zo 66440454E I REV(ik.4T 8 oaw56yin8 wish 110 $Nirx4 • 6wldin0 Codo ^t • Auce}+19Rc9Na(7'j22lA_ •• E0Fir$M0 Darr._'j.itJ_a�cL_ ((ii ¢ di PFf 69eaMM * �Q"•,• ATEOF :• �;• '/",, '[ONAL FRANCIS€(5' 4-IEK1)ANDEZ FLORIDA PE # 51393 • DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 2 OF 26 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • •• •• •• • • • • •• • •••• •• •• • • • •• • •• •• • • Q.L.O. D.L.O. HEIGHT - FRAME HEIGHT - 15 1/8' D.LO. WIDTH (PANEL) - PANEL WIDTH - 11 1/2' 0.1-0. WIDTH (SODEUTE) - MAX. SIDELRE FRAME worn - 13 1/8' 138 1/2' MAX. FMME W10TH FLUSH BOLT A 1 (0 INTERIOR040E) 4 it �\ 28 13/16•/ I• 35 9/16' I F MAX. DLO. / / % II MAX. O.LO Et DEAD BOLT c LEVER HANDLE EMI 1' �� RUSH BOLT 48' (0 INTERIOR SIDE) 42' ( 48' . 510E lRE FRAME WIDTH, MAX. DOOR MAX. S10EUTE FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR W SIDELITES (MATH RUSH BOLT OPTION) 138 7/16" E WIDTH nl MA%. FRAME MOTH RUSH BOLT ' ACTNE PANELI 35 9/16• la m IH / �-- ®,� 1 \28 13/16' m c 11 J .. �,\RUSH MAX. 0.1.0. \ \ BOUS/ It MAX. D.LO. ®8 C rtl /®D1 i / / 1- 48' RUSH BOLT 42' 48' MAX. SIDEUTE FRAME WIDTH MAX. DOOR MAX. SDEUTE FRAME WIDTH FRAME WIDTH INTERIOR ELEVAT ON SINGLE, OUTSWING DOOR W/SIDELITES (WITH RUSH BOLT OPTION) THIS PRODUCT IS IMPACT RESISTANT ' SHUTTERS ARE NOT REQUIRED • • • • • • • • • • • • • • • • • • • • • • •, • • • • • • �• • • •1"• •• • • • ••• 1' RUSH BOLT (0 INTERIOR SIDE) 42• _ MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION SINOLE OUISWhNG DOOR (WITH RUSH BOLT OPTION) • • • • • • . 51>VBOIj_• lerei10R.SIDE). • • • • • • •• • • • •AD_BOIt •• LEVER HANDLE RUSH BOLT 42" MAX. DOOR FRAME W0018 INTERIOR ELEVATION SINGLE OUTSWING DOOR (MATH RUSH BOLT OPTION) SINGLE OUTSWING DOOR ELEVATIONS 3 POINT MORTISE LOCK ENGAGEMENT ROD. 3 POINT MORTISE LOCK ENGAGEMENT ROD. MAX.-000R FRAME WD1H, EXTERIOR ELEVATIIN SINGLE OI I'SWING UOOR (WITH 3 POINT MORTISE LOCK OPTION) 3 POINT MORTISE LACK ENGAGEMENT ROD. 3 POINT MORTISE LOCK I ENGAGEMENT R00. '�II 42' MAX. 000R FRAME WIDTH \� GO .HEFT \11111111111,, INTERIOR ELI:Vr>L'ZtQQLv,�S.--. .-.!V� SINGLE OUTSWIN 9 L8 \.LGEN.GF •..4•,) • (WITH 3 PONT MOROSE DODO 'f10N) T('T = �' No. 51393 -r ,,q... A app00C t REV ESFSF ra 4XFaWYkFg ',ilk 1)� Fla.id. EWihwg Cade A.eKPFaaee No_17-11.2 t R.•19s4iaa Date_ X4 i) )Sa- ;1fi PTwj8sT Catered Q '• STATE OF /ONAL FRANCISGItI4fErf r ANDEZ FLORIDA PE )y 51393 Sunshine Windows' Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fos(305)828-5118 LARGE MISSILE IMPACT RESISTANT z 80 D: N , zb DRAWING No. FD01-15. DATE: 05/17/I6 SCALE: N.T.S. SHEET 3 OF 26 3' 174 1/2- 4AX. FRAME MOH MAY SEE HEAD/THRESHOLD SEE HFAD/MRESHOLO -SEE HEAD/THRESHOLD CORNER CLUSTER DETAILS ASTRAGAL ENO CLUSTERI- 510EUTE 440 CLUSTER 3 AND 3A ON SHEET 5 OF 28 DETAILS I AND 1A ON I DETAILS 2 AND 2A ON SHEET 5 OF 26 1 SHEET 5 OF 26 /Tiff . �- .. '• ! I 1 I assII_T . //• ..,, ---- .,,— ,.»„ NAY ODOR FRAME WIDTH IA. 51DELRE FRAC MDT C D.L.O. D.LO. HEIGHT - FRAME HEIGHT - 15 1/8' D.L.O. 'MOTH (PANEL) A. PANEL WIDTH - 11 I/2' D.L.O. WIDTH (SIDELTE) - NAY SMITE FAME WIDTH - 13 3' EXTERIOR ELEVATION DOUBLE OUI'S W LNG DOOR W/SIDELITES 136 1/2' 440 SEE HEAD/THRESHOLD SIOELITE END CLUSTER DETAILS 2 AND 2A ON SHEET 5 OF 28 II 1:11_ 4AX. FRAME WIDTH ,SEE HEAD/THRESHOLD } CORNER CLUSTER DETAILS j 3 AND 3A ON SHEET 5 DE 26 8 SEE HEAD/THRESHOLD -SEE HEAD/THRESHOLD 510E2TE END CLUSTER CORNER CLUSTER DETAILS DETAILS 2 AND 2A ON 3 AND 3A ON SHEET 5 OF 28 SHEET 5 OF 26 Ctr9 1 48' IAAX. SIDEUTE FRAIAE WIDTH THIS PRODUCT 1S IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 42' 4AX. DOOR FRAME 260TH 01 r •;• • • • • • • • • (, fF a_1 4• 8' • • • MAX. 510EUTE FRAME WIDTH • • EXTERIOR ELEVAT ON SINGLE OUI'SWING DOOR W/SIDELITES • • • 78' MAX. FRAME WIDTH SEE HEAD/THRESHOLD ASTRAGAL END CLUSTER DETAILS I AND IA ON SHEET 5 OF 26 E)(TE,RIOR ELEVATION DOUBLE OUTSWING DOOR 3• 42" 4AX. FRAME WID MAX SEE HEAD/THRESHOLD CORNER CLUSTER DRABS 3 AN0 3A ON SHEET 5 OF 26 SEE HEAD/THRESHOLD CORNER CLUSTER DETAILS 3 AND 3A ON SHEET 5 OF 26 • EX E iR1OR ELE.VA TON • • • • • • • • • • INGLE OUTSWING DOOR ' \1GENgF'•..,b No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hioleah, Florido 33012 Ph: (305)364-9952 Fax:(305)828-5118 E— 1-4 E— W (24 O 65 FOR COMPLIANCE WITH EDITION (2017) 2 O N mU N :_ .43000C.f REVISED • • • • • • • • n A•eyblog Idly Olt h'Wii4 ANCHOR DISTRIBU rl2J ELE3✓A'IZONS :.. •• ••• PLC a )7.1 2‘_I2 • • • • • • OOO • • HAWFnw NOG_ AT II / )7 • • • • • • • • • • I • • • • • • • • ez41.... y„K 8.6.7 ie .1400PD'llkla CIFid/oi *: * : * '� O •. ATE OF (p �0'313/ONA1_ �G FRANCISfC�OI 8EWNXL'IDEZ FLORIDA PE # 51393 DRAWING No. FDO1-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 4 OF 26 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • CLUSTER OF 5 5/16" ULTRACON IN CONCRETE OR 1/4"-20 DRIL-FLEX GR 5 SELF DRILLING SCREWS IN METAL 3 1/2" 3 1/2" 3 1/2" 3 1/2" CLUSTER DETAIL 1. (5 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END 3 1/2'}f3 1/2' 3 1/2" 3 1/2" 3 1/2" 3 1/2', CIVIC CLUSTER DETAIL IA (7 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END • ••• • • • ••• • • •• •• •• • • •• • • •• • • • •• •• •• ••• • • •• • •••• •• •• • • • • •• • •• ••• • . - CENTER UNE. • l • • • • • • 3 1/2' 3 1/2' 5 1/2" 3 1/2"• 3 1/2' • CLUSTER OF 6 .8/16" ULTR/CCON IN CONCRETE • • •1� 1/4"40 ORILJFLE! GR 5 • • • LF DRILLING• SCREIVS M METAL• • � � � • • • • • • • 1 / ••• • • • • 2' 3' ••• •• • • • • • • • ♦ • • • • • • • • OOOOO •• ••• • • • • • CLUSTER DETAIL 2 (6 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT SIDELITE END/MULLION/DOOR CONNECTION CENTER LINE. CLUSTER OF 7 5/16" ULTRACON IN WOOD 3 1/2' 3 1/2" 3 1/2" 5 I/2' 3 1/2..3 1/2' 3 1/2'_ I 1 NOTE: 1.- SEE SHEETS 19 THROUGH 25 FOR INSTALLATION DETAILS. CLUSTER DETAIL 2A (8 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT SIDEUTE END/MULLION/DOOR CONNECTION CLUSTER OF 2 5/18" ULTRACON IN CONCRETE OR 1/4"-20 DRIL-FLEX GR 5 SELF DRILUNG SCREWS IN METAL CLUSTER DETAIL 3 (2 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDEUTE CORNERS CLUSTER OF 8 5/16" ULTRACON IN WOOD CLUSTER ANCHORS SHALL BE AS FOLLOWS: - 5/18" 0 ULTRACON BY ELCO (Fu : 188 KSI, Fy : 155 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE AND 3 1/8" MIN. EDGE DISTANCE. - 5/18" 0 ULTRACON BY ELCO (Fu = 188 KSI, Fy = 155 KSI) WITH 1 7/8" MIN. PENETRATION INTO WOOD AND 1 1/4" MIN. EDGE DISTANCE. - 1/4" 0 KMAK-FLEX OR 1/4"-20 DRIL-FLEX GR 5 (Fy = 160 KSI MIN) SELF DRILLING SCREWS THROUGH METAL, MIN. 3 THREADS BEYOND. SUBSTRATE HEAD AND THRESHOLD ASTRAGAL/SIDELITE END CLUSTER DETAILS CLUSTER OF 2 5/18" ULTRACON IN WOOD CLUSTER DETAIL 3A (2 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDELITE CORNERS " 1 \\\\G\S�p•1HERN, o .• \3CENSF .14 - 4 • No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Faz:(305)828-51 18 C4 GI] 0 0) re N zo cRODUc r REVCO-Al aweptyMli wick Ike FYaiAs ferMing Dade A«rpigcm Ns II- L •4,'II.- E416M4 04 041 . '1 f _121 Ceetoti STATE OF ' (4 OR /''/S/ONAU C°4\ • FRANCISCO HEIRNANDEZ FLORIDA PE # 51393 DRAWING No. FDO1-15 DATE:05/17/16 SCALE: N.T.S. SHEET 5 OF 26 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/18" DIA ULTRACON ANCHOR CLUSTERS INSTALLED IN CONCRETE OR 1/4' KWIK FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS CLUSTERS INSTALLED IN METAL AT HEAD AND THRESHOLD OF SIDELITE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIDELITE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) 000R MAXIMUM AND SIDEUTE WIDTH DOOR SIDEUTE WITHOUT WHEN SIDELITES WITH PANEL FRAME SIDELITES ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF POS. NEG, POS. NEG. (NOMINAL) (NOMINAL) THE DOOR 48' 80.00 80.00 SINGLE (42") 42- 80.00 80.00 DOUBLE (78") 80.00 80.00 36" 80.00 80.00 30" 80.00 80.00 108" 48' 80.00 80.00 SINGLE (30') 42" 80.00 80.00 DOUBLE (60") 80.00 80.00 36' 80.00 80.00 SEE NOTE 1 30" 80.00 80.00 48" 80.00 80.00 SINGLE (42') 80.00 80 00 42" 80.00 80.00 78" DOUBLE (78") 36" ' 80.00 80.00 30" 80.00 80.00 96" 48• 80.00 80.00 SINGLE (30") 42" 80.00 80.00 DOUBLE (60") 80.00 8000 36" 80.00 80.00 SEE NOTE 1 30" 80.00 80.00 48" 80.00 80.00 SINGLE (42") , 42" 80.00 80,00 DOUBLE'(78") 80.00 _� 80 00 d 36" 80.00 80.00 .� 30" 80.00 80.00 82" 48" 80.00 80.00 SINGLE (30") 42" 80.00 80.00 DOUBLE (60") SEE NOTE 1 80.00 80.00 36" 80.00 80.00 30" 80.00 80.00 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16" DIA ULTRACON ANCHOR CLUSTERS INSTALLED IN WOOD AT HEAD AND THRESHOLD OF SIDEUTE END/MULLION/DOOR CONNECTIONS. DOOR AND/OR SIDEUTE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) MAXIMUM DOOR SIDEUTE WIDTH DOOR AND WITHOUT WHEN SIDELITES WITH LEAF SIDEUTE SIDELITES ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF POS. NEG. POS. NEG. (NOMINAL) (NOMINAL) THE DOOR 48" 78.97 78.97 SINGLE (42") 78.97 78.97 42" 78.97 78.97 36" 78.97 78.97 DOUBLE (78") 30" 78.97 78.97 108" 48" 80.00 80.00 SINGLE (30") 42" 80.00 80.00 DOUBLE (60") 80.00 80.00 36" 80.00 80.00 SEE NOTE 1 30" 80.00 80.00 48" 80.00 80.00 SINGLE (42') 42" 80.00 80.00 DOUBLE (78") 80.00 80 00 36' 80.00 80.00 30" 80.00 80.00 96" 48' 80.00 80.00 SINGLE (30") 42" 80.00 80.00 DOUBLE (60") 80.00 80 00 36' 80.00 80.00 SEE NOTE 1 30' 80.00 80.00 48" 80.00 80.00 SINGLE (42") 80 00 42" 80.00 80.00 DOUBLE (78") 80.00 36" 80.00 80.00 30" 80.00 80.00 82" 48" 80.00 80.00 SINGLE (30') 42" 80.00 80.00 DOUBLE (60") 80.00 80.00 • • • ♦ • • 366 • • • • 80)00 4 4 • 4 8400 4 • 4 SEE NOTE 1 4 4 • •• • SO• • • • MOO 4 60408 4 • • • • - • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • WIND LOAD A.S.D. FACFOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN (A.S.D.). WIND LOADS CALCULATED BASED UPON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 ARE PERMITTED TO BE MULTIPLIED BY 0.6 TO CONVERT TO A.S.D AND CAN RE COMPARED TO THE A.S.D. CHARTS. NOTE I DOORS REQUIRING EGRESS (FULL USER PASSAGE) SHALL COMPLY WITH THE REQUIREMENTS OF NOTE NO. 11 ON SHEET 1 OF 26. •• • •• • •• • • • • • • • • • • •• • • • DESIGN PRESSURES CHARTS••• • • • • • GASGO•.H RNg7ji%. C�.•' \.LOENSF '•..40 1 * No. 51393 Sunshine Windows (danulocluring, Inc. 1745 W. 33rd Place Hialeah, Florido 33012 Ph: (305)364-9952 Fax:(305)628-51 T8 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDELI FES LARGE MISSILE IMPACT RESISTANT z cc N N N z PRODUCE' NEVI8R6 • • 4..Pl7 6 w•i46 104 Morita • hawthis e«w • Aercptaoce No_) f-/G.F b •1L. • E4••• Detc 1120.1- 4" .�� 1\4 G uW 41rfr YNina Coale! cr "Q', STATE OF 4/./_ FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. FDO1-15 DATE: 09/06/15 SCALE: N.T.S. SHEET 6 OF 26 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • CA SIDELITE FRAME HEIGHT EXTERIOR 31 0 SIDELTTE PANEL NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 ••• • • • ••• • • • •. •• •• • • •• •• • •• • . • •• •. •. •• • • • • •• . •••• •• •• • • • • •• . •. • • • ••III • - - An. ▪ -- • • • • • • • • •• • • • • •• • • • • • • •• • • • • •• ••• • • • • • • • • • • • •• ••. • • • • • • • DOOR FRAME HEIGHT INTERIOR EXTERIOR VERTICAL SECTIONS • ••sl • • •'•/ • • • • • • • • • • • • • • • • •• • • NOTE: SEE GLAZING DETAILS ON SHEET 16 OF 26 INTERIOR `1 DOOR PANEL WITH STANDARD THRESHOLD (WATER RATED) !VLODUC f RL:YIHEO ro ayeplywR+Mb Mt MAO ta.viaR Cork 1141-2;.17- Aeccydace No 4:+Wna+1 W le . I ! 1`11 E Ste{ ) t �.,.....� No. 513S3 * * STATE OF t SiONAt �? FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 P6: (305)354-9952 Fox:(305)828-5118 SERIES 2011 ALUMINUM z 0 43 01 K 0 z DRAWING No. FD01-15 DATE: OS/17/16 SCALE:1/2" = 1" SHEET 7 OF 26 EXTERIOR J31 DOOR FRAME HEIGHT INTERIOR HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. f-t 5/8' 1 L • • • • • • • . • • • • I ; • • • • • DOOR PANEL WITH HANDICAP TIIROH04.1 (04410INXL; • • • • • NOTE: A.D.A COMPLIANT. SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 • • VERTICAL SKRONS • • • • . • • ,001111!0,,,, \*•!••• .\CEN::.4.: • • .1+0 No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33r4 Noce Holeoh, clorido 33012 Ph: (305)364-9952 Fox.(305)828-51 18 LARGE MISSILE IMPACT RESISTANT 0 z • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4WDUC fILEVKieg, rts complying with to NOW Isumling Cale lecteleamc 17-r7,4. 12- • • • Espiraina i/mte_41141.2.2.1 • • MI 1.. tb.s, •:•-• - S TE OF '•.f•:49R81.• • ioNAt_ \'‘‘ FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. FD01 —15 DATE: 09/06/15 SCALE: 1/2" = I" SHEET 8 OF 26 • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i a /1 rc ••• • • • ••• • • • •• ••• • • • •• •• • •• • • • • •• • •• • • •• • •• • • ' • •• •• • • • • • • • • yr vr- • . •-• 0 • • .s. • • •• • • • •• • • to • • • • • • • •• • • • • • • • • • • • • • • • • DOOR FRAME WIDTH • • • • • • • • • • • • 6 • • • - • 0 INTIilUOR 2?) 4 2 O 6" FROM TOP AND BOTTOM. INTERMEDIATE O 24 MAX. SIDELITE WIDTH NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 EXTERIOR —0 6" FROM TOP AND •• ••• •• • MTV. •1141fERMEDIATE • 11102S MAX.• • • • • • 1 ••• •• • • • • 4 • • • • • • •• EFD HORIZONTAL SECTIONS • MATCH LINE DOOR WIDTH 7 17 oat osooptylag with thOtor*Af. /cocept *cc No , • 1, twit-v.0o toote_e1/..4.' foiatcwit,c404/344 CoolOol Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hiotooh, Florida 33012 Ph: (305)364-9952 fox(305)828-5118 0 — a. N 0 z C.) 0 ce Fr o o 4.1 Z 0 1- 17i 00° 11 \\\ \SCP ..HE/ro • -GENsE. • .140 No. 51393 1* : ▪ IP:: STATE OF mo . tSIS';()NA..... 0`‘ ‘' L 11 FRANCISCO HERNANDEZ FLORIDA PE # 51393 c!--, DRAWING No. FDO 1 — 1 5 DATE: 09/06/15 SCALE: I/2".=.- 1" SHEET 9 OF 26 MATCH LINE DOOR WIDTH NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 — FLUSH BOLTS AT TOP AND BOTTOM. (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF 26.) INACTIVE PANEL DEAD BOLT AND LEVER HANDLE. (SEE DEAD BOLT AND LEVER HANDLE POSITION ON SHEET 2 OF 26.) EXTERIOR •• ••• • • • • • •• HORIZONTAL SECTI4II(S ♦ r • • (DOUBLE OUTSWING DOOR WITH gI.j1SN OQT1gJ)••• • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • MATCH LINE sus.;..... R � , PCB.•' �}GENgF ••.SQ i 4 •• No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Flaido 33012 Ph: (305)364-9952 Fax:(305)828-51 18 LARGE MISSILE IMPACT RESISTANT z 0 V1 lY UJ 0 ►P.OU0C.6 REV > . aamplyIag w68 roc Faexi60. ow. Colt j7:-12 ZG'IZ Aaelrt�ca<e Na 1' • • • F..pirr.Nw •t7e �i it 1_i • • i az-Ls- F Q)•, ST Nc OF Co• S10•' ' • ..., ORP. • (;� S/ ON FRANCIHERNANDEZ i FLORIDA PE # 51393 z DRAWING No. FD01-15 DATE'05/17/16 SCALE: 1/2'=1 SHEE...10 OF 26 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • • .• .• •• . • .• •• • •• • . • •• •. •• •. • • • • •• • •.•• •. •• • • . • • • •• •. • • • MATCH LINE DOOR WIDTH • • ..• • •• • .• • • • • • • • • • • •• • • • • • • • •• •• • • • • • • .•. • • • • • •• • •• • • • •• • • • •• • • • • • • _• • • • •• • • • • • • • • •• 0 20 3 POINT MORTISE LOCK. (OPTIONAL) ON ACTIVE PANEL ONLY (SEE POSITION ON SHEETS 2 AND 3 OF 26) FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE PANEL. (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF 26.) • INTERIOR 11 NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 ACTIVE PANEL FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 22 O C1) INACTIVE PANEL ® _ 11 24 1,) 4 4 MATCH LINE 7) 17 G2 HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) EXTERIOR 26 1G I I I I; fitly , H4 =* 1 N9,at3ya 6120111/Cr REVERED v wwu4"ewka IwdsfEng coda Aocepowe Ne 1 Eal m»M A lSf tz-t54 ST1\ ql1 i j. 11/6/0 FRANCISCO HERNANDEZ' FLORIDA PE # 51393 .1 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place lealeah. Florida 33012 Ph: (305)364-9952 Fa/:(305)8213-511B 2 V1 Id zo DRAWING No. FDO1-15 DATE: 05/17/16 SCALE: 1/2"=1" SHEET 11 OF 26 MATCH I_.INE DOOR FRAME WIDTH 21 c; I-® 6" FROM TOP AND BOTTOM. INTERMEDIATE ® 24" MAX. 2 1 3�2� �} INTERIOR 5% / i i i OR OR 1 11 DOOR WIDTH t26 (22) 22 r�266 0 6" FROM TOP AND BOTTOM. INTERMEDIATE 0 24" MAX. SIDELITE WIDTH NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 EXTERIOR •• ••• • • • • • •• • • • • • • • •• • • • • • • • •• • HORIZONTAL•'SErTIINS • • • • • (El) • • • • • • • • wl 9DUC r aEva s • • • • • • • • • • *•..34trB*wL! 16r Mende • • • • • • • ••• • •`"*�"0ceie • • •• • • • • • •F:aylaMMw Oete glrl2.i • • • • • • • • a. ./. . 74/I,-4' 47 ? i Pre -Jac. Co4Aw7 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Faz:(305)828-5116 \ S C° HF_Rti'%, ctNsr.'•,. No..51393 ;:p' I Is-t -w Q/ FtoR,oATEOF N. • 'ONA1.. E\.' FRANCISCO HERNANDEZ FLORIDA PE # 51393 SERIES 2011 ALUMINUM 0 VI -1 FW- O • DRAWING No. FD01-15 DATE: 05/07/16 SCALE: I/2"-1" SHEET 12 OF 26 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• . . • •• • • • •• • ••,• • •• •• • •• • • ••• • • • •• • INTERIOR MATCH LINE DOOR FRAME WIDTH EXTERIOR •.• • • • -: — • • • •• • . .. • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • . • . •.• • • • • •• • - • • ••• •• • • • •• • • • • • • • • • •• • • • • • • • • •• MATCH LINE �M2 HORIZONTAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 IN•1'ERIOR DOOR FRAME WIDTH EXTERIOR 2) JH) `\SCo, IHER4 \`\///% LNG•'"�tcans�'�gti�j No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 SERIES 2011 AL FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT mneccrREVIS D n ca•DIJ11+8 with the Flo ;rii 4Aog11 Code L Aneeptx9[e Na [=i a �+ • ,— iwis �t n �I !ems. =s. ��•.• STATE OF • .F(OR1or'..•'G�'.' 'o1NAL 1 ' FRANCISCO HERNANDEZ FLORIDA PE i 51393 0 UI 0 z° DRAWING No. FD01-15 DATE: 09/06/15 SCALE: 1 /2"-1 " SHEET 13 OF 26 MATCH LINE DOOR FRAME WIDTH M1 1 1a OR • 0 • 20 OR .18H1 I-- FLUSH BOLTS AT TOP AND BOTTOM. (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF 26.) 7- WAN ! 26 2.6 DOOR WIDTH NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 -® 6" FROM TOP AND BOTTOM. INTERMEDIATE 0 24" MAX. INTERIOR 1 11) () C71 /11.AIM 1�l�a�li 26 ® 6" FROM TOP AND BOTTOM. INTERMEDIATE O 24" MAX. EXTERIOR HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH 61_151t4 OeTI0O1) • • 22 SIDELITE WIDTH • • •• • • • • • • • • •• • • • •• • • • •• 26 7 I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •. • • • • . • • • • • • • • •RODUC f • r•C7:4"0 [whh t0[I O.4, • Aocryleead4 z• Ii. • A<.ocytvert Na • aayfrw4M Bloc_ (( 2_.r F i SL (_ 1..4t, at F4Y "o4Ya CNM.1 C7 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pima Hialeah, Florida 33012 Ph: (305)364-9952 Fo,:(305)828-5118 \\0,01111111/,, / ��\ \5CO..HERN �` P�� ' �1ceNSF ' �ti� . • No. 51393 t: r.W. Q� STATE OF . C(7 /��'SS!�NAI. �?�`� FRANCISCO1 HERNANDEZ FLORIDA PE # 51393 z 0 0 zo DRAWING No. FD01-15 DATE: 09/06/15 SCALE: 1/2"-1" SHEET 14 OF 26 • • • • • • • •e• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •.• • • • .•• • •• .. • • • • • • • • • • • • • ••. • • • • • •▪ • .• • • • • • • • • 0 16 • • • • •• • ▪ • • • • • • ••• INTERIOR •• ••• •• • IA0R L iaR •• • • _I ••• • • • •• • • • • • • • • • ••• • • • • • •• ▪ • • • • FLUSH BOLTS AT TOP AND BOTTOM. (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF, 26.) • • • •• • • • • EXTERIOR DOOR FRAME WIDTH • NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) Il lII lll/// ?..HERN Fk•-. ..fit MODUC r REV IMO ra osvaply1 9 with the Floe✓'+ hooding Cod* -t 2iG t2 Aeccptoote Na f7 &pima= Look TWA 8t ��Gt,r, No 51393 STATE OF • C(/` �i�<` .'•.r(ORIDP.••'G2� //''SS,ONA- E N\\\ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 c4 O O U m i N FRANCISCO HERNANDEZ FLORIDA PE # 51393 z DRAWING No. FD01-15 DATE: 09/06/15 SCALE: 1/2"-1" SHEET 15 OF 26 (2) 0 INTERIOR EXTERIOR DOOR FRAME WIDTH 3 POINT MORTISE LOCK. (SEE POSITION ON SHEETS 2 AND 3 OF 26) 0 NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH 3 PglN•MORRS} LOCI: O.T}%.1) • • • • • • • • • • • • • • • • •• ••• •• • • • •• Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florido 33012 Ph: (305)364-9952 Fox:(305)828-5118 .••\\\IG� HER %. Cs C�G\SICENS9� • No. 51393 • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • .•• • • • MIMIC r itri 18Pt • Y1yIe1 *IlY 1Ye F'e1+M1+ Mete' ae-eINLIe..__ 1 - • g.yln+we _fa4 ��•�f l2 -iS•(: �� •,. TATE OF ((7 /�//SS10NALfE-G \iir FRANCISCO HERNANDEZ FLORIDA PE # 51393 z 0 1n OMPLIANCE WITH 0 N 0 0 z � .o z DRAWING No. FDO1-15 DATE:05/17/16 SCALE:. N.T.S. SHEET"16 OF 26 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • A • • • • • 8 •• •• • • • •• •• ••• • • • ••• • • .078-1 4.000 163 140 1.890-1�1 1.150--�-657- .625 1- 3.844 DOOR FRAME HEAD 1.300- .176-I 1--1.124-I F062 .440 T- 1 -I I--112 .062 -.062 -T .690 INSTALLATION SCREW COVER I -1.000-1_.063 15 HANDICAP • THRESHOLD SCREW COVER 1,800 .050 1--1.444 1.600 TOP & BOTTOM RAIL F078 844 1. 00 78 I-078 4.000 163 1.890----��-1.150 .625 Y� 140 .657 13 1 .078 -.078 .250--I I HINGE STILE -1,634- 4.818-1 000 1 F.262 .351 R.0/3 1 { I 135' . 75I .062 _ 817- / 10 WEATHER STRIP PLATE r299r7751 -062 1.113 .998 I-753 11 CUBING BEAD FOR GLASS THICKNESS = 7/16" F125 .078-1 2.5 W I 1-250 --.078 .844 1.000 DOOR FRAME JAMB -753 11 GLAZING BEAD FOR GLASS THICKNESS = I" 325 .774 1-079 2.104 -799--i-.799- -.817- 12� TOP & BOTTOM PLATE • • • • • •• •• • • • • • •• • • •• •• ••• • • • • ••• • • •• • . •• •• • • • • • • • • • • •• • • • • 4.000 (163 •-�1.890-•Ii.i50r1'-.797- • • •• •� • i • • • • • • • • • • • • • • 078 `.078 006 ••• • • ••• • • • 1.500• • • •• -078 .250-1.1-1.640-1--1.300-1 -1---250 •• • • • • • • • •• • • 03I • • • • • • •• il- • • • • • • DOOR FRAIE S=4:AR1; TH ES¢OL = •• ••• • • • • • •• 6.024 4.125 .774 0 ACTIVE STILE 063 -1.5001-- 1 .554 4. 89 2.955 2.545 .554 I-125 50 4.163 0 .250 - 13 ALUMINUM MUWON NOTE: ALL DIMENSIONS ARE INCHES UNIT. - EXTRUSIONS .148 7 325 DOOR FRAME HANDICAP THRESHOLD 1 387 .774 4.273 4.125 1.436 64 5.398 4.125 I-078 F 0 7 8 1.125- L F100 -078 1.600 1.800 125 1.10o 6.024 INACTIVE STILE THRESHOLD SCREW COVER 5' ,184 .045 J.125 1 I : 69 I r-• .693.567 .317 DM 1.312- -� I-.-312 - ALUMINUM HINGES •MODUCT NGY13E41 Ir com1l51a& wllh Ik 141n.4+. funding Coda A 6L'11troce No i7•/7: -!"L . E yap+ 3.790 1.000 .125 •. GAS,,.' .. !1'Nq''/, • 32• '•O o. y, ,ALUMIIJIJM' r IR12CEMENT* S'cTATEOFCOR1DP(V, '•..•''• � SS • ... �yc2 '�i, /0NAI Et\.`1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hwleoh, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 0 V1 w 0 z DRAWING No. FD01-15 DATE: 05/17/16 SCALE: SHEET 17 OF 26 • • MATERIAL LIST ITEM # PART # QUAN'ITrY DESCRIPTION MATERIAL MFR./SUPPLIER 1 1202001 1 FRAME HEAD 6063-T6 SINOBEC TRADING 2 1202002 2 FRAME JAMB 6063-T6 SINOBEC TRADING 3 1202003 1 STANDARD THRESHOLD 6063-T6 SINOBEC TRADING 4 1202004 1 HANDYCAP THRESHOLD 6063-T6 SINOBEC TRADING 5 1202005 AS REQUIRED FRAME INTERIOR SCREW COVER 6063-T6 SINOBEC ' TRADING 6 1202006 AS REQUIRED HINGE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 7 1202007 AS REQUIRED ACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 8 1202008 AS REQUIRED INACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 9 1202009 AS REQUIRED TOP AND BOTTOM PANEL RAIL 6063-T6 SINOBEC TRADING 10 1202010 AS REQUIRED WEATHER STRIPPING PLATE 6063-T6 SINOBEC TRADING 11 12065 AS REQUIRED 7/16" GLAZING BEAD 6063-T6 MI METALS 11A 12180 AS REQUIRED 1" INSULATED GLAZING BEAD 6063-T6 MI METALS 12 1202012 AS REQUIRED S.L. TOP AND BOTTOM PLATE 6063-T6 SINOBEC TRADING 13 1202013 AS REQUIRED MULLION 6063-T6 SINOBEC TRADING 14 12181 AS REQUIRED THRESHOLD SCREW COVER 6063-T6 MI METALS 15 31296 AS REQUIRED HANDYCAP THRESHOLD SCREW COVER 6063-T6 SAPA EXTRUDERS 16 46917 AS REQUIRED HINGES 6063-T6 SAPA EXTRUDERS 17 W33321NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROYLENE ULTRAFAB 18 290DZ1ABBP AS REQUIRED DEAD BOLT ZINC REGENT HARDWARE 19 290L3ZAB3BP AS REQUIRED PASSAGE LEVER ZINC REGENT HARDWARE 20 2062-3P-SS AS REQUIRED 3-POINT MORTISE LOCK S.S. REGENT HARDWARE 21 SERIES 2508 AS REQUIRED FLUSH BOLTS ZINC REGENT HARDWARE 22 ZIALOC 750 AS REQUIRED 1/8" X 1/4" DOUBLE SIDED TAPE PE FOAM TBP CONVERTING 26 DOW CORNING 899 AS REQUIRED RTV SILICONE GLAZING SEALANT SILICONE DOW CORNING 24 E20318WN3020 AS REQUIRED T-SLOT EXTRUDED SEAL BULB TPE PLASTIC ULTRAFAB 25 2E3E193 AS REQUIRED HEX SCREW 1/4" X 2 3/4" STEEL GRAINGER 26 6PE76 AS REQUIRED FLAT WASHER 1/4" STEEL GRAINGER 27 ' 4FCA9 AS REQUIRED HEX NUT 1/4" STEEL GRAINGER 28 1MB16 12 PER PANEL # 10 X 1 1/2" METAL SCREW STEEL GRAINGER 29 5KGF9 AS REQUIRED # 10 X 1" METAL SCREW STEEL GRAINGER 30 T9F6402979 6 PER HINGE # 10 X 3/4" METAL SCREW STEEL GLOBAL INDUSTRIES 31 PHS8 AS REQUIRED 2" X 1/8" SPACER PLASTIC CRL 32 SW-1 AS REQUIRED ALUMINUM REINFORCEMENT 6063-T6 •• •• SAPA • 33 X109HT100 AS REQUIRED 0 SECTION RUBBER SEAL EPOM TRIMLOCK• • • 3/16" H.S. GLASS -� DOUBLE FACE-- \ GLAZING TAPE EXTERIOR S 0.875 mm DOW CORNING 899 -- SILICONE 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. —3/16" H.S. GLASS t_GCAZING DETAIL GLASS TYPE I -I 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. 3/16" H.S. GLASS DOUBLE FACE -- GLAZING TAPE EXTERIOR 3 0.8 5" DOW CORNING 899 ----- SILICONE • • • • • •• • • • •• ••• •• • • • •• MATERIAL LIST AND GLAZING•D,ETILS. • • •• •• • •• •• • • • • • • • •• • • • • • • • ••• • • INTERIOR I— 3/16" H.S. GLASS r 3/8" AIR SPACE 3/16" TEMP. GLASS GLAZING DETAIL CLASS TYPE 2 INTERIOR SPACER ALUMINUM (6063-T5) •RODUC7 REVR49) as umpiring with the FIo.i3c fuming Cade • Atrcptwecc No/Y.-1 Z7� • )'1_ • x.ptnrM. Date I 2`i N.. #4tCritwd Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 ,` P�.• �1ChNS4 -. �4 3 4 • No. 51393 ` "i • Q.•. STATE OF (�` • FCOi21UP.••• \� S/ONALL \ FRANCISOD I HERNANDEZ FLORIDA PE # 51393 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT COMPLIANCE WITH DRAWING No. FDO 1 — 1 5 DATE 05/17/16 SCALE N.T.S. SHEET 18 OF 26 ••• • • • • • • • ••• • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • 6 • • • • • • •• •• 4 1/2" 3 1/8" MIN I • EMBEDMENT v • EXTERIOR IEDGE DISTANCE l dv DOOR FRAME HEAD ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK" 4 1 2" d EMBEDMENT • d EXTERIOR N N 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. -- 1" X WOOD BUCK BY OTHERS MUST 8E PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR 3 1/8" MIN. EDGE DISTANCE d 4.1.1 . DOOR FRAME HEAD ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS SHIM SPACE INTERIOR 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 K51) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 50F26. NOTE: FOR SUBSTRATES DESCRIPTION REFER, TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 • • • . • • .• •• . • • • • • • .•• ... • ••• • • ••• • . • • • ••• • • •• •• •• • • • • • • • • . • •.• • • • ••• • • • •• • • • • • •• • •• • • • • • • ••• • • • • • • . • • • • ♦ 1✓Y 3 W8" • • •• MIN. • • EDGE DISTANCE • • • DOOR FRAME HEAD" ATTACHMENCTO WOODS 1" MIN. EDGE DISTANCE EXTERIOR 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) 'WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE • HEAD/THRESHOLD CLUSTER DETAILS ON SHEET • 5OF26. • f— WOODEN STRUCTURE BY OTHERS MUST 8E •'• PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. N 8) 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRIWNG SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR DOOR FRAME HEAD ATFACHMENI TO METAL STRUCTURE / MULLION TYPICAL SECTIONS AT DOOR FRAME HEAD ATTACHMENT TO DIFFERENT SUBSTRATES /ROLUC f IIEYL6810 m c•tzplyIU with the F10441 bridles Code Aacplwsce No d 1Z ?.\plrr*.M. Dyle_.3,).14.i., 8 nL as' 8n4 P C•sr1VT • 'c =y: \scO 'HE74 R �G.•' vIGENSE' •.!/%,) No. 51393 } Sunshine Windows Manufacturing, Inc. 1745 8. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9952 Fow:(3O5)828-5118 -- 0, STATE OF '•. !L 0R10P .•'• //, /ONAL_ 1'E . FRANCISCO HERNANDEZ FLORIDA PE # 51393 FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT )MPLIANCE WITH 0 0 N DRAWING No. FDO1-15 DATE: 05/17/16 SCALE: N.T.S SHEET 19 OF 26 • EXTERIOR 4 1/2- EMBEDMENT a 3 1/8" MIN. EDGE DISTANCE 14.1 a N 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WRH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. ' 1-1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR SIDELITE HEAD ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK 4 1/2" • I•d EMBEDMENT • 3 1/8" MIN. EDGE DISTANCE EXTERIOR SIDEL TE HEAD AITACIIMENT TO CONCRETE WITHOUT WOOD BUCKS 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. EXTERIOR T w a, N INTERIOR EXTERIOR NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 4 1 2' 3 1/8' MIN. EDGE DISTANCE SIDELITE HEAD ATTACHMENT TO WOOD 1' MIN. EDGE DISTANCE • • • • • • •• • • • • ••• • • SI1)*LIilE fiEAD • • • • A'ITACH2!LQVT TA it;TAL•StRUti,rUR!/ 1\tUL!.R)N TYPICAL SECTIONS AT SIDELI'i'E HEAD • • • ATTACHMENT TO DIFFERENT SUBSTRA1 S • • `• •. • • • • • • • • • • • • • • • ••• • 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. co x 0, INTERIOR 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) 0R METAL STRUCTURE WITH 1/8" MIN, THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR • •• • • • • • • ••• • • • • !P.•OL1C r REVl •ts complyteg with the AOl4W b .ding Cale : 1.1 ? 7 •Accepteece Ne_ •Saptrvieto fate « f 117.71 Ir M4r' *dal 4i Pawleet CaredWd SGp No.51393 Sunshine Windows Manufacturing, Inc. 1745•W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 *,t * a (5—( STATE OF [(r o�".• Fr.orelor.,.• �'1SS/ONA1-1� ``' FRANCISCO HERNANDEZ FLORIDA PE # 51393 FOR COMPLIANCE WITH K F- -a FBC 6TH EDITION DRAWING No. "FD01-15 DATE:09/06/15 SCALE: N.T.S. SHEET 20 OF 26 •••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • • • • L,. • • • • • •• • • • • • • • • • • • • • • • • . • •• •• • • • • • • ••• • • • • • • • 5/16" 0 ULTRACON (Fy=155 ksl, Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK_ THROUGH 1" X WOOD BUCK,. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. • 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. w Lrr • EMBEDMENT •- • P••= 1" X WOOD BUCK BY1OTHERS MUST BE • • • • • • • • PROPERLY SEALED AND ANCHORED.TO* • • • • • • • • • • TRANSFER LOADS TO THE STRUCTURE AND • • • • • • • • • • • APPROVED BY BUILDING OFFICIAL PRIOR T� • • • • • • • • • •` •� 1/4" MAX. SHIM SPACE INTERIOR EXTERICR DOOR. FRAME JAMB ATTACHMENT To CONCRETE OR GROUT FILLED BLOCK THROUGH WOODBUCK 1/4" MAX. SHIM SPACE DOOR FRAME JAMB ATTACHMENT TO WOOD INTERIOR EXTERIOR •• L • • • • • • •• "• • • • • • •• • • • • • • • • • 5/16",0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER' TO TYPICAL ELEVATIONS ON. SHEET 4 OF 28. MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE ' APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR DOOR FRAME JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITHOUT WOOD BUCKS 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. ..--- FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. " NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT DOOR FRAME JAMB ATTACHMENT TO DIFFERENT SUBSTRATES 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR DOOR FRAME JAMB ATTACHMENT •TO METAL STRUCTURE / MULLION \\``‘11 G 1 HE 1 t /7 �5 .....1 R,, ' 1:3 No.a1393 2. "�Q STATE OF NA� Ea RA CO HERNANDEZ FLORIDA PE # 51393 96ODUC F REYII14 O as comept0Mg sat MC Fissit3 ha:Mia" Code'' Ac• op:once No 17 - 1'2. 2 L • I7. Moldswbs Dote 1.1 F I?-1 h7Tia m' MAdr FrWdc+CeeNai Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florido 33012 Ph: (305)364-9952 Foz:(305)828-5118 0 rr z DRAWING No, • FDO1-15 DATE: 09/06/15 SCALE: N.T.S. SHEET 21 OF 26 • • • 5/16" 0 ULTRACON (Fy=155 ksi. Fu•188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy=155 ksi, —J Fu•188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. - ---1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" MAX. I SHIM SPACE INTERIOR 0 (3 0 EMBEDMENT • EXTERIOR SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR SIDELITE JAMB ATTACHMENT TO WOOD 0 U 5/16" • ULTRACON (Fy=155 ksi, ---'� Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. MIAMI-DADE COUNTY APPROVED MULUON WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" • KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. Noll?: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF i6 • • • VICEe.1SC . y • % •• ••• •• • • • •• ' No. 51393 T` EMBEDMENT 0 D 0 SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WrrllOUT WOOD BUCKS 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR SIDELITEJAMB • 4FFACHMENP TO METAL STRUCTURE / MULLION TYPICAL SECTIONS AT Stib lIVA 'II3i•:.. • • •• • • • ATTACHMENT TO DIFFERENT•SUBSTRATES• • • . WD6JC F WWEV EEF) cs oa•PtIt4 #ilk tLt Y7a61I , io,Ii)Q Cwio i e.. t... na1Ptt#cc No_i7- , F,xFir4iMe Orate `�1 i l sty trta.�-Ar1L roisc<Ocalet1 . * S +TE OF 4G/, j'<sFS'..f<Oa1JP.•••G�� /''//S/ONAL i/imi1\? `" \ FRANCISCO HERNANDEZ ' FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Moloch, Florida 33012 Ph: (305)364-9952 Fax:(305)828-51I8 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT Z 0 6 6t N N 0 DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. .SHEET 22 OF 26 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ • • • • • •• •• • • • •• •• O 041 • • • 000 • • •. • • • • • • • • • ••• . • • •• .• • • .• •• • • •• •. •. •• • • . • • ••• •• •• • • •• • •• •. •• • •• • • • • • • . • EXTERIOR v1 i. 'D V /p EMBEDMENT FOR 1/4" SHIM SPACE —I USE NON—SHRINK,NON—METALUC 5 KSI • HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE THRESHOLD. DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO CONCRETE INTERIOR • EXTERIOR L 4 3/8" Y � • •• • • • • •., • • . • . • •• • • •' • • • • • • • • • •.• • •• ExrERRA • • • • • 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI)- WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. INTERIOR 3 1/8" MIN. EDGE DISTANCE DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO. W OOD OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. EDGE DISTANCE • • - • • • ..• • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • •• lNj'LRIOR • ••• DOOR FRAME STANDARD THRE.SEIOE.,D ATTACHMENT TO METAL STRUCFIIRE /MULLION WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy-155 ksi, Fu=188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK-FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. _ NOTES: 1.— FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 6 AND 9 ON SHEET 1 OF 26 2.— STANDARD THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TYPICAL SECTIONS AT STANDARD DOOR THRESHOLD ATTACHMENT TO DIFFERENT SUBSTRATES ' 1\CEN ,•F'.: No. 51;593 * Sunshine Windows Monu(acturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 H SIDELITES FRENCH DOOR V LARGE MISSILE IMPACT .RESISTANT z 0 zo !i5ODUC f REVISED s wmptyl.g •Ith elK FIrr41. Iandiag Cede AorcplOce N.-jZ-i.L•I 2_ El.pu40•e Bate lei •:. 1 AiUr' %Mr Rr..0.ka C'•+tW i Off-, STATE OF ORIOH.••' /// 'ONAL1 � \,• FRANCISCO HERNANDEZ FLORIDA PE'// 51393 DRAWING No. FDO1715 DATE: 05/17/16 SCALE: N.T.S. SHEET 23 OF. 26 ♦ • • • • w EXTERIOR 0 p / p EMBEDMENT FOR 1/4" SHIM SPACE--1 USE NON -SHRINK.NON- METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE A.D.A COMPLIANT. THRESHOLD. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO CONCRETE EXTERIOR INTERIOR EMBEDMENT 4 .3t8° 3 1/8° MIN. EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO WOOD INTERIOR EXTERIOR 5/16" 0 ULTRACON (Fy=155 ksi. Fu=18B KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. INTERIOR EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTAC:IIMENT TO METAL STRUCTURE / MULLION OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16")0 ULTRACON1/8"(FE l E ME�>yI�IT0 KSI) WITH 1 7/8" MIN. 6H WOOD. • FOR MAX. ANCHOR SPACIN• • G• SEE • HEAD/THRESHOLD CLUSTER DETAILS ON /---- MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) 0R METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. - 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTE: 1.- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 HANDICAP THRESHOLD SHALL NOT BE USED WHERE JVAVR„INEJL.TRA'I'[ON RESISTANCE IS REQUIRED. • • SHEET 5 OF 26. • • • • • • • • • • • • TYPICAL SECTIONS AT HAA IeAP:TTT SI Qn,13 ATTACHMENT TO DIFFERENT' SUBSTRATES FiLODLC: REVIS0'0 its eosptyMg with the F'kn%,dx howling Cork Act opiotwc No I;( •-`-'G_.‘l - Exptro*No glY1a ', 1 •,1 7 t 6SFnle' *OF 1.1M1l Coating .r ,011111/01,, \\ Fes. G\`?R•GENgc. _H �Nq U .4� No. 51393 * T3 t2 45-Iv per•, IIAILOF tL, �CSS.FTORlD'...•• , FRANCISCON 04NANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W,'33r0 Place Hioleah,-Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT z 0 10 x U ,-, h 0, 0 n. N o Z C.)0 cc E o W z o e to rc 1'- _: DRAWING No. FDO1-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 24 OF 26 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • ••. • • ••• • • •• • • •• •• • •• •• •• • • • ••• •• •• • • • •• •• •• • • • • • • • EXTERIOR >1 , p EMBEDMENT FOR 1/4" SHIM SPACE) USE NON—SHRINK,NON—METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE THRESHOLD. L INTERIOR 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. SIDELITE SILL ATTACHMENT TO CONCRETE EXTERIOR 4 3/8" INTERIOR — OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. EDGE DISTANCE SIDELITE SILL ATTACTIMENT TO WOOD •. • ••• • • • • • • • •• • • • • • • • • •• •• • • •• • • • • EXTERIOR • • • • •• • • • ••• • • • • • • • • • • • • • •• IN • TERIOR • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • 1" MIN. EDGE DISTANCE SIDELITE SILL ATTACHMENT TO METAL STRUCTURE / MULLION WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO 000R INSTALLATION. 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 '7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF.26. —•- • MIAMI—DADE COUNTY APPROVED MULLION' WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE. APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK—FLEX 0R DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTE FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE SILL ATTACHMENT TO DIFFERENT SUBSTRATES \�t\tll i ill1/, \�G••'N • No. 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Pax;(305)828-5118 SERIES 2011 ALUMI UM FRENCH DOOR WITH SIDELITES LARGE MISSILE IMPACT RESISTANT 0 I_N to 3 a _n 0 5 R N 0 Z p ce O w Ft O z � z° .ROULC f REVISES* as complying .196 the Rani& aatrrno C,d: .,aeptaace No( I (t 4414! C... Uefe r.1 f t L) 1 bLr,w' Ewdr WcKaset(:sl ,.. EO t, _f ., jATr, OF ((y //„ .ONAL tE� FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 25,3F 26 • 2 # 10 BY 1" PH. PAN HEAD SMS TOP CORNER 3 # 10 BY 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1" PH. PAN HEAD SMS 2 # 10 BY 1" PH. PAN HEAD SMS EXTERIOR BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS EXTERIOR •• ••� • • • \N • • •• ••• • EXTERIOR"*.'*'° • ••• • • --s • • • • • • • • • • • mai? FRAM GOR iF;S; (HANDICAPTHRESHOLD) SCALE: NTS ••• • • • • ••• • • DOOR PANELCORNERS SCALE: NTS 3 # 10 BY 1 1/2" PH. FLAT HEAD SMS $U3»UCf R.EVI i 8 coe+alying with roc fkrridt kmdfno.Cedo y. ' Aacvotance-No -9 e. . t `_ EePir>d1w Dsk ar.,r, Mote $r 4 c+cwl•t ' 4Qs.•' '. tr No. 51393 i Ylu T OF (/�. i",S'ONJAL FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 SERIES 2011 ALUMINUM FRENCH DOOR WITH SIDELITES LARGE 'MISSILE z 0 cc cc a N i N Z DRAWING No. FDO1-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 25 OF 26 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • (10 • .. i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 Procrucfi'Control Section that this product or material fails to meet the requirements of the applicablel; i4dmg code. . This product is approved as described herein, and has been designed to comply WA XIIe Flo�i�ij� Building Code, including the High Velocity Hurricane Zone.- • • •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv DESCRIPTION: Series "1650 (XOX)" Aluminum Horizontal Sliding WindoNV' •L•.!.I. • • • • • • • • APPROVAL DOCUMENT: Drawing No. HROS-02, titled "Series 1650 Alum Horizotntal ySliding • : • • • Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/2l/Q$7yi;ith revs' Q>Z../ dated 09/25/17, prepared by manufacturer, signed and sealed by.Francisco Hernandez, RE•,•hearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and expirat.on:date by the Miami —Dade County Product Control Section. • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •• • • • • • • ••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, • • • series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1212.04 and consists of this page 1 and evidence pages E-I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1017.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 Page 1 Sunshine Windows Manufacturing, 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. 07-0810.06) 2. Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08,with revision 2 ,dated 11/20/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. 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 an aluminum horizontal" • • • • • • • • • ailing window with 0.34" laminated glass, prepared by Fenestration Testing • • • Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by • • • • • • • • • earlos S. Rionda, P.E. • • :' t"Sirbmitted under NOA No. 07-0810.06) • • • • C.. .. •CALIULATIONS• •' • • .1. Anchor verification calculations and structural analysis, complying -with FBC 5tn Edition (2014),-prepared by, manufacturer, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance'No. 14-0916.10 issued to Kuraray America, Inc. for -their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. E-1 114a Manue ' ere' , P.E. Product Contr ' 1 Ex ;miner NOA No: -1017.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 • • l Sunshine Windows Manufacturing, Inc. NOTICE OF,ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No. 13-0416.13) 3. Laboratory compliance letter for Test Reports No. FTL-5352, dated 12/07/07 issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0810.06) G. OTHERS 1. Notice of Acceptance No. 13-0416.13, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (XOX)" Aluminum Horizontal Sliding Window — L.M.1., approved on 05/17/12 and expiring on 08/19/18. •• • • • . • .. • •• • •••• • • . •••• • 2. NEW EVIDENCE SUBMITTED • A. DRAWINGS • •••• •••• • 1. Drawing No. HR08-02, titled "Series 1650 Aluminum Horizop I.Sljding rn .pw • • (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated.07W/08, AGtith'rdvisio4 No. 3 dated 09/25/17, prepared by manufacturer, signed and svle:1•1Zy Francisco • • • Hernandez, P.E. • . • • • •• . 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. E-2 • . . • alfr t- rmanuel P P.E. Product Control xa ' iner NOA No. 17-1017.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 •• • • •. Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tn Edition (2017), dated September 25, 2017, signed and sealed by Francisco Hernandez; P.E. 2. Proposal No. 17-0539R2 issued by the Miami -Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. G. OTHERS - . 1. Notice of Acceptance No. 14-1212.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (XOX)" Aluminum Horizontal Sliding Window — L.M.I.", t approved on 05/14/15 and expiring`on 08/19/18. • .2. . Ong year approval, subjected to successful verification test. • • • • • • • • • •• • • • • • . • •••• •••• . • • • • • • • • • . • . • . • ..• .. .• .. • • • • • • • • • • • •• • • • • • •• • •• • • • E-3 / 'ffJ/f/�f/�// / C/r l " l' l 7-1/ Manuel Pe z, .E. Product Control xam ner NOA No. 1 7.09 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 • 4 DESIGN PRESSURE CHART - PSF SEWS-1650 ALUMINUM HORIZONTAL. SLIDING WINDOW (XOX) IM',ACT RESIST \NT GLASS WINDOW ANCHOR HURRICANE PROTECTION DIMENSION SCHEDULE IS NOT REQUIRED PER PER MOTH HEIGHT HEAD & JAMB EXTERIOR (+) INTERIOR (-) SILL 74" 9 60.00 60.00 106 1/4" 26" 13 3 60.00 60.00 w 111" 60.00 60.00 W 14 >4" , 9 60.00 60,00 106 1/4' , ,38 3... t3 4 60.00 60.00 __W..111 • " ...-.14 1 60.00_ 60.00 0 -14" 9 60.00 60.00 G106 1/4" ;SO 5/J/J 13 5 60.00 60.00 11I' j 14 60.00 60.001 74" 9 60.00 60.00 1061/4' 63" - 13 6 56.00 56.00 111" - 14 56.80 56.80 MODULAR SIZES ii" 9 60.00 60.00 84" - 11 3 _ _ 60.00 60.00 96" 26 - 12 60.00. 60.00 i(:8" ' 13 60.00 60.00 72" 9 60.00 60.00 - 84" 60.00 60.00 11 4 96" 36 12 60.00 60.00 108" 13 60.00 60.00 72" 9 60.00 60.00 8a" 11 5 60.00 60.00 96" _.... 12 60.00 60.00 ___ 108' 13 60.00 60.00 it* 9 60.00 60.00 64" 11 6 60.00 60.00 96" 60 12 60.00 60.00 168" 13 56.40 56.40 WIND LOAD A.S.D. FACTOR NO"FE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN, FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES SHALL BE MULTIPLIED 8Y 0.6. WINDOW HEIGHT FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 3" MAX. 8 1/2' MAX. I-- Al I -----I to 3" MAX. 8 1/P" MAX. WIN,poW WIDTH TYPICAL ELF,VATIQN (XOX) 25/50/25 3" MAX. 8 1/2" MAX. WINDOW HEIGHT II Iuv91 GLASS ..... -1 / "ir- 33% II II II IMPACIII0LAS2 JL. _ 0 0 --ir- 33% II II II IMPAC9IGLASS I- -1 II %iL -Ir- 33% II I• _- ,. f _..1 3" MAX, 8 1/2' MAX. WINDOW WIDTH .. -0 0 TN PICAL ELEVATION (XOX) 33/33/33 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- XOX CONFIGURATION APPLIES TO 25%-50%-25% PROPORTIONS FOR ALL DIMENSIONS ON CHART. XOX CONFIGURATION APPLIES TO 33%-33%-33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84". 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART, 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVAl1ONS AND SECTIONS ON SHEET 2 THRU 4. 6. - CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE r3-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' 2000 PSI MIN. 7.-- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C11071i,1 STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL- NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063--T6. • 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY A11ACHEI) TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROV�L•FIY•PSI B!/ILING 1JFFIClAL''PRIOR*TO DOOR INSTALLATION. \` 11,11I :111 / 12.- ALUMINUM IN CONTACI•WITH DISSIMILAIii•MA R L ` /w HER, ' IA S• SF;ALI• HE PROTECTED (BY OTHERS) ; � P...'' • q AS SPECIFIED IN FBC 6T01 EDITS)I1 (�01v). • • • • • •,, CENsr''-2 • • • • • • • • • �'- GLASS: •• ••• •• • • • •• �; NO, 5T 11C 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF * : '* - 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACIT` PVC BETWEEN Tj4E TWa LITES Cg GLASS* LAMINATED BY TECNOIGLJ S, • • . • • • • • • • • • • • • • • • • • C ,, • • • • • • • • • • • • •Y�• �UPJA �\a IMPACT RESIS`I'AN`i•WNDOWS• • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33r0 Place Hialeah, Florida 33012 Ph: (305)354-9952 Fax;(305)828--5118 z w 1- 0 z SERIES 1650 ALUMINUM FOR 2010 FBC w 1;03=09-121UP 0 0 Q 0 rn z 0 N 0 -3 v E-- z E-I c W C4 F-' V CL w zo 0. v U 0 9 U a� n O a Imi I 0 DRAWING No. I-lr.W8 - 02 DATE: 07-21--08 SCALE: 1/2"=1" SHEET 1 OF 6 j ••• • • • ••• • . • •• •• . • . •• •• • •. • • • •• •. •• ••• • • • •. • •.•• •• •. •• • • . •• . •. • • • • 2 1/2" MIN. 2 1/2" MIN. , 0 ... . T ti • • • • 1" • ••• • MII�• • -1/4" ULTRACON 1 3/4" MIN. EM8E0M&T•NTO •6NCRETE• • • • • • 'THROUGH 1 BY WOOD BUCK. • • • • • • • • • • (FOR MAX. ANCHOR SPACING AND NU 1 DF CHORS : • • � • • • • • REFER To ELEVATIONS AND DESIGN P 9SS RES IeART • • �4 • ON SHEET 1 OF 6). TYPICAL FOR HEAD. I)L'TAIL \1 _ rATCACHMI NTTO_CONCRETE 1" MIN f i li` IIPENVil 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL HEAD. 1111111111 DLTAIL A3 A'ITACHMhi,N"I' 1'O MLTAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) S •• • • • •• • •• • • • •• • • • OOOOO •• • • • • • • MIN. - DM AIL A4 DFTA ATI'ACFIMLN'I"1 O WOOD 1/4" ULTRACON 1 1/2" MIN. PENETRATION IN0 WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. 3N 1/4" SMS 9R5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVANONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. - SHALL 8E APPROVED BY BUIl01N0 OFFICIAL PRIOR TO WINDOW INSTALLATION. MIAMI-DADE COUNTY APROVED _.A " MULLIO N. (UNDER SEPARATE APPROVAL) — 171 A'ITACIIMEN'I TO MULLION TYPICAL HEAD SECTIONS FRANCISCO HERNANDEZ FLORIDA PE # 51393 ]:5 Sunshine Windows Morlu(acturing, Inc. 1745 W.'33rd Place !j{aleah, Florida 33012 Ph: (395)384-9952 89z:(395)828-.5118 SERIES 1650 ALUMINUM 0 Q Q 41 4 CD 0-, Q 7 LU To a P"' CD 04 z 10 ED FOR 201D ,FEC mmI O ORAWING No. 1-IR08-02 DATE: 07-21-08 SCALE: 1/2"=1" SHEET 2 OF 6 4, • • a • < 2 1/2" MIN. 2 1/2" MIN. ir 3/4" MAX, NON -SHRINK GROUT OR 1" BY WOOD BUCK 2 1/2" MIN. 2 1/2" MIN. — 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. DETAIL 131 ATTACHMENT TO PRE -CAST SILL MIN. 1/4" SMS OR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL. DETAIL 133 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) 1/4" ULTRACON 1 3/4" M N. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK OR NON -SHRINK NON-METALUC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER O6 ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 8), TYPICAL FOR SILL ONLY. DETAIL 1341 ATI'ACHM13NT TO CONCRETE- i► II --- '1 MIN. —MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) .• • • • • • • • • •• -1^1" SMS GR, THROURN IM ETAL. • • • (Falj MAX. HO S CI C D EIZ • OP ANCHORS EFg4 1 i f�EVf lot iyf D otiewo P S;IRES CISAART jN SNCET•1 Qj.1I TYPICAL FOR SILL. 1)Ifl'AIL 135 ATTACHMENT TO MU4.L1Q I. • • • • • (STEEL OR ALUM. 1/8" Mit• THICKNEES) • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • •• TYPICAL SILL SECTIONS' • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MIN —2. BY WOOD BUCK BY OTHERS. I MUSI BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL OE APPROVED BY @UILO)ING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 Or 6). TYPICAL FOR SILL. DETAIL 132 AI IAC IIMI(fN'1'TO WOOD \1, 111111!!1 ��c> . 41 c . FRN44/ NO. 51393 FRANCISCO NERNANDEZ FLOREDA PE (% 51393 Sunshine Windows IManufocturing, Inc. 1745 W. 33rd Ploce Hlaleoh, Florid° 33012 Ph: (305)384-9952 roz:(395)828-51 10 01 0 11.1 IMPACT RESISTANT GLASS F N 0 • M r r 0 n DRAWING No. HRO8—O2 (TATE: 07-21 -08 SCALE: 1/2"=l" SHEET 3 OF 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 /4" MAX. SHIM SPACE • • • 1 3/4" MIN. c1i4 DETAIL El ..--ATFACi[MENT TO CONCRETE 1 / 411 ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY w000 BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER 10 ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS, 1/4" SMS GR5 THROUGH METAL, (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. MIAMI-DADE COUNTY APROVED H FMULON. (UNDER SEPARATE APPROVAL) = r 1 DETAIL E4 ATTACHMENT TO MULLIONS DETAIL • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 /4" MAX. SHIM SPACE DETAft, • • • 1 / 4" MAX. SHIM SPACE • - • • 2 BY WOOD DUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS To, THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1 /4" ULTRACON 1 I /2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER 10 ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DETAIL F2 ATTACI I M EN' riro wool) /4" SMS GR5 THROUDI 4 METAL. (FQR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO El EVATIONS AND DESIGN PRESSURES CHARS ON SHEET f OF 6). TYPICAL FOR JAMBS. sATTACHMENT TO maims. STRUCTURE - (STEEL OR ALUM. 1 /8" MIN. THICKNESS) TYPICAL, JAMB SECTIONS , : t I 1 I i 1 j,,, F.1.1.?/1/4 /0,,,, ....-- ..., ....:'' 4.-.........OV'N6‘....'./1/.06.0,_<-, No. 51393 - . -::-.1£. '. * cr. : w • :::::1:),..••• 51A15 ,w, i'. ....L...., i, \C9 •,` el - -2_5 — Or FRANCISCO I IERNANDEZ FLORIDA PE if 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place hme,:h, Florida .31012 Ph: 0851384-9952 Phx.(3Q5)828-5 118 SERIES 1650 AL ›< 0 HORIZONTAL SLIDING 52 44 0 0 7 0 DRAWING No. HRQ8-02 DATE: 07- 21-08 scALE, I /2"=1" SHEET 4 OF 6 • © G C WINDOW HEIGHT (A) 17 IS BITE (TYPICAL} L L 2) �.r n (2). 2" WEEP HOLES VERTICAL SECTION WITII SILL RISER 3/4" X 3/8" STEEL BAR WINDOW WIDTH HORIZONTAL SECTION (XOX) • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • ••• • • • • • • - • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �0 r�.l!�ERNq', PCB.•' �lCENS .tin No 51393 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 35012 Ph: (305)364-9952 Fax(305)828-5118 SERIES 1650 ALUMINIUM THIS SHEET 03-09-'2I NO CHANG DRAWING No. HRO8-02 DATE: 07-21-08 SCALE, 1/2"=1" SHEET 5 OF 6 MATERIAL LIST HEM 6 PAPI1 REQD. ❑ClC1211"ITON MATERIAL 1 SW-019 1 FRAME HEAD 6063-T5 2 SW-Q 19 1 FRAME SILL 6063-T5 3 - SWXxx21 "^1 "-" -• ""INSERT TRACK - . , 6063-T5 .• 4 Ssw•-t01 AS ROD IMPACT GLAZING BEAD 6063-T6 5 SW:-012 2/VENT SUDER TOP/BOTTOM RAIL 6063-T5 6 SW3019 AS ROD FIN SEAL PILE I.ELT 7 SW1520 AS ROD GLAZING TAPE FOAM 8 SW321W WENT WHEEL RNASS 9 SW-017 1/VENT MOVING MEETING RAIL 6063-T5 10 SW4011 2 FIXED MEETING RAIL 6063-T5 11 ' SW -AS AS ROD ASSEMBLY SCREWS # 8X1' NH PHILLIP CRS 12 SW.,-013 2 JAMB 6063-T5 13 SW-016 1/VENT MOVING SIDE RAIL 6063-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW=6E17 A5 ROD LATCH ZINC 16 SW-$10 2/SILL RETICULATED ALTER FOAM 17 - AS RQD SILICONE DOW CORNING 899 18 SW4077 1 SILL RISER 6063-75 GLAZING DETAIL 0.090" DUPON - BUTACITE PVB OR SIMILAR 1/8" HEAT 1/8" HEAT STRENOTHENEO T STRENQTHENED 3/8"GLASS BITE (TIPIO.AL) SILICONE DOW CORNING 899 �I I304 .._II 0.0501.250` IMPACT GLAZING BEAD SSW-101 6063-T6 -- • 0.812 i-- f I-- 1.625 --I 1,875 MOVING � - $W-017 6063-15' __JI 0.812 MEETING v — 0.0500.395 ""'* [- RAIL Y III000111 FIXED MEETING RAIL SW-40111 6063-T5 1---}- ( . 1_. I7 --I 0.810 SLIDER Top SSW-012 a 6063-75 0.592 I- AND BOTTOM RAIL 1.000 _ 1,876 1 -c MOVING �, ��,l _ 1.000 SIDE SW-016 6063-T5 tc�} — RAIL 1 1.750 INSERT TRACK 6W-XXX21 8063-75 1.256 I (I `� 1.437 j 1.509 SLL. SW-40771 6063-75 3.062 RISER 2.750 In 1.7I 6 0.687 I--- __ . 2.077 —,I FRAME JAMB SW-013 6063-T5 2.000 RARE HEAD AND SILL SW-019/SW-44287 6063-05 •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• .\\`*O'iH la •' \3CENSE ti�" • 51)93 E FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manuf cturing, Inc. 1745 W. 33rd Ploce Hloleotl, Florida 33012 Rh. (395)364-9952 F x.(305)628-5118 SERIES 1650 ALUMINUM 0 0 z 0 Iy i-) z 0 N r+ti K U1 w c1 U 2 K 7 U N 1 C3 71 N DRAWING No: HRO8-02 DATE: 07-21-08 SCALE: 1/2"=1" SHEET 6 OF 6 ALUM. TUBE MULLION----, 1" x 4" x 1/8" 2"x4"x 1/8" OkA g I ,I T I B r-- ALUM. MULLION CUP VI CUP FOR 1" MULL V2 CUP FOR 2" MULL 1/2" TOP VIEW 1 / 2" ANCHOR CONFIGURATION TYPE C2 FOR )"-X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER .LEG WITH VI AND V2 CLIPS 1" OR 2" ALUM: TUBE MULLION 414 HILTI KW1K FLEX — SELF DRILLING SCREW (2) PER LEG L ANY APPROVED MUWON OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL. BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE. VIEW A (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL SUBSTRATE: METAL 4" r- r 1/2" MAX.. t, • yl II 11 E.D. 1" MIN SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VAUD FOR 1" X 4" X 1/8" AND 2" X 4" X 1/8' MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. —ALUMINUM V1 MULLION CUP 3 5/8" INT. LENGTH •FOR 1" X 4" X 1/8" 1.IULUON ALLMMNNUM V2 MUWON CUP 3 5/8" INT. LENGTH FOR 2" X 4 X 1/8" MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES 1 MINIMUM THICKNESS = 1/8" —I (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR. TO MULLION INSTALLATION #14 HILTI KWIK FLEX SELF DRIWNG SCREW (2) PER LEG 2' X ALUM. 7 B 4" X 1/8`--i ANGLE ALUM. TUBE MULLION-- 1" x 4" x 1/8" 2` x 4" x 1/8 FOR 1" X 4" WITH 2" X 2" TOP VIEW 1/2' ANCHOR CONFIGURATION TYPE C2 OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (2) X 1/8" ALUM. ANGLES SUBSTRATE METAL ALUM. TUBE MULLION 11 #14 HILT1 KWIK FLEX SELF DRILLING SCREW (2) PER ANGLE ap #14 HILTI KWIK FLEX SELF DRIWNG SCREW (2) PER ANGLE HILTI KWIK FLEX SELF 5/8" #14 HILTI KWIK FLEX SELF DRIWNG SCREW - (2) PER ANGLE 1/2" MAX. ANY APPROVED MULLION OR PRODUCT REVISED METAL STRUCTURAL MEMBERS BY OTHERS as complying with the Florida E.O. SHALL WITHSTAND ANCHOR SHEAR FORCES Building Code r NOA-No. 17-122,i6.22 1" MIN. MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) E:<piratiott�ate•��BriV2 • • • SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION DRILLING SCREW IN METAL 4" Y f---2" X 2" X 1/8" ALUM. ANGLE 3 5/8" INT: LENGTH FOR 5r8" 4" X 1" X 1/8" I1ULUON 3 3/8" TNT, LENGTH FOR 4" X 1" X 1/4" MULLON SIDE VIEW A 9erodoc+ • • • • A• • • SIDE VIEW B •• • • • • • • I NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VAUD FOR 1" X 4" X 1/8", 1" X 4" X 1/4' AND 2" X 4" X•1/8" M.LeIoNS. • • FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AN: #••1 ON••SHEETS 4AN6 5 )F :1 • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • 3 5/8" UIT. LLENGTN FOR 4" X 2" X 1/8" MULLION ANY APPROVED MULLION 0R METAL • STRUCTURAL MEMBERS BY OTHERS I SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHE It tk) 1 I SHALL BE APPROV Tic 5UI OFYCIAL PRIOR TO MUL II iN I f`AttAi1.6N.'4/4 {114 HILTI KW11:-.:Th'ktg-' SELF DRIWNG SCi£ f No. 51393 * *Ft (2) PER ANGLi • �O - SINE OF �•LOR101.•'-G\ate r1`1�' r FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W..'.3rd Place Hideoh. Florid° 33412 Ph: (305)344-9952 F.=005)828-5115 w^ 31 zn 50 .2"." 0 0 00o 04 ,ram z0 o0 z z, __ o". r- n N N z N ,DRAWING No. M201,1„ DATE: 02-1 1-13 SCALE: NTS'. SHEET 15 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ••• • • • ••• • • •• •• •• •• • •• •• •• • • • • • •• • • •• • • • • • ••• • y • • • • • • • • • ••• • • • • •••• • ALUM. TUBE MULUON 1' x 4" x 1/8" 2' x 4' x 1/8" 2" x 6" x 1/8" $ FOR 1 " ALUM. MULLION CUP V1 CLIP FOR 1" MULL V2 CUP FOR 2" MULL TOP VIEW 1/2" X 4", 2" X WITH V1 • • ••• • • • •• • • • • - - - • • • • • • • • • • • • - - - • • ••• • • ANCHOR CONFIGURATION TYP ' JC3 dii • • • • • • • •. • 4" OR 2" X 6" MULLIONS NUMBER 0F. ANCHORS PER LEG = (3) H!LTI K\V1K FLEX AND V2 CUPS SUBSTRATE: METAL 1" OR 2' ••• ••:'••• •• •4'•OR•6• • • • • •• • • • • ••• • • •• • • • • • ' TI ALUM. TUBE' MULLION II !I II I1 11 it r -ANY AP▪ PROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL , PRIOR TO MULLION INSTALLATION # 14 HILTI KWIK FLEX SELF DRILLING SCREW (3) PER LEG SIDE VIEW A •• ••• • • I• • • •• I� �11i Ir--- 1 d II 1/2" MAX 1" MIN. NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR 1" X 4" X 1/ 8', 2" X 4" X 1 /a" AND 2" X 6" X 1 /8' FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B SELF DRILLING SCREW IN METAL H—ALUMINUM V1 MULLION CUP 3 5/8" INT. LENGTH FOR 1' X 4" X 1/8" MULUON AILUMINUM V2 MULLION CLIP 3 5/8" INT. LENGTH FOR 2" X 4" X 1/8" MULLION -ANY APPROVED MULLION 0R • I METAL STRUCTURAL MEMBERS E1' OTHERS SHALL. WITHSTAND ANCHOR SHEAR FORCES - I MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL. 8E APPROVED 8Y BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION - #14 HILTI KWIK FLEX SELF DRIWNG SCREW (3) PER LEG FOR 1" X 4", 2" X 4" OR 2" X 6" MULLIONS WITH 2" X 2" X 1/8" ALUM. ANGLES ALUM. TUBE MUWON----.-. , 1"x 4' x 1/8' 1"x4"x 1/4' 2" x 4' x 1/8" 2" x 6" x 1/8' 2" x 6` x 1/4' pA o — 2" X 4" X 1/8" ALUM. ANGLE CL TOP VIEW 1/2' ANCHOR CONFIGURATION TYPE C3 NUMBER OF ANCHORS PER ANGLE ='(3) HILTi KWIK FLEX SELF SUBSTRATE: METAL 1' OR 2' -y k (J ' xTr ALUM. TUBE MULLION —j I -1 #14 HILTI KV1K FLEX-IlvlLllc ` SELF DRIWNG SCREW I11 (3) PER ANGLE I #14 MILD KWIK FLEX SELF DRILLING SCREW (3) PER ANGLE ANY APPPOVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS_ SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1)" SHAD_ BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULUON INSTALLATION DRILLING #14 HILTI KWIK FLEX SELF DRIWNG SCREW -I (3) PER ANGLE 1/2" MAX SCREW IN METAL 4" OR 6" 5/6" 5/84 1 jrII TCL b— E.D. 1" MIN. SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR MUWONS 1" X 4" X 1/8', 1" X 4" X 1/4', 2' X4" X 1/8', 2" X 6" X 1/8' AND 2' X 6" X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. t -2" X 2" X 1/8" ALUM. ANGLE 3 5/8" INT; LENGTH FOR 1" X 4" X 1/8" MULLION 3 3/8" INT_ LENGTH FOP. 1' X 4" X 1/4" MULUON 3 5/8 INT. LENGTH FOR t X 4" X 1/8" MULLION 5 5/8" INT. LENGTH FOR 2" X 6' X 1/4" MULUON SIDE VIEW B PRODUCT REVISED as complying with the Florida Building Code NOA-No. Expi ati n Date 033 12023 By Nam , ode Produc Con of 17-1226.22 4,41 ANY APPROVED MULLION OR. METAL STRUCTURAL MEMBERS BY OTHERS SHALL WHHSEAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" • (SEE NOTE 7 ON SHEET 1) SHALL TOE APPROVED qqY1 &UIL01N019`ffCIAL PRIOR TO MULLION N q�;tqj 0t� ''.. #14 HILTI KWIK Fk•• LF R1'. (3) PER ANGLE 4 : No. 51393 - tJ * * * �� STATE OF :- ":: t2—TZ 11�i111` FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, no. 1745 W. 33r1 Plaa FFoieah, Florida 33912 Ph: (395)354-9952 Fa 33a5)e2s-5n8 = DRAWL 1G, No. M20i,1 DATE:' 02-11-13 SCALE NTS SHEET 17 OF 21 rt I c I c ANCHOR CONFIG. D2 FOR 1"X2"TO 1"X2" CONNECTION :i I�� ANCHOR CONFIG. D2 FOR 1" X 2" TO 1" X 3" CONNECTION "U" CLIP SEE "U" CLIP DETAIL ON SHEET 2 OF 21 ANCHOR CONFIGURATIONS D2, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS WITH Li CUPS SUBSTRATE`: METAL Ij 0R 8 Ic ANCHOR CONFIG. D2 FOR 1" X 2" TO 1" X 4" CONNECTION I 1� 1 1 3" 15 j3" 5/ 8"1 L 15/8" I j 0 e 7/0 7/8" ,5/8"1 UI 1 3" IMF 1 y I I I it 3" 15/8" 5/8"I xt I (_ -t I I 1 I 1 1 1 Iva_ 7/8" 7/8" 5/8"I X X 4" 0R 6" IBC. I C L "U" CUP (TYPICAL) CIIOR CONFIG. 63 ANCHOR CONFIG. 03 AN FOR 1" X 3" TO 1" X 3" CONNECTION • •• • • • • • • FOR 1" X 3" TO 1" X 4" CQNNECTIO"d • • •• • • • • • • •• • • • •• • • NOTE ALL SCREWS USED FOR MUWON TO MUWON. CONNECTIDNS • • • • • SHOWN ON THIS SHEET SHALL BE 114 HILTI KWIK FLeA SELF DIIWNG SCREW • • FOR ANCHORS DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF :1. • • • • • • • •• • • • • • ••• • SECTION C-C Inc , I I) 1 xi4 15/8" 1 ! i 1 15/s ®15/16" e 15/15"® .--//1S"X 5/8"I I 1; �J I 1 SYB'� I I I J 4" 0R 6" IBC ANCHOR CONFIG., D4 FOR 1" X 4" TO 1" X 4" CONNECTION • • •• PRODUCT REVISED as complying with the Florida Building Code • lOA-No. 17-1226.22 • • • • • • •ExiOratlon Date 03128/2023 • ••By • TNam •ade Pr•.uc o L./ ``\till l II i!!// S_GO H . FR,y �lCEN No. 51393 * *-. STATE C'F [V 4 _ AL ;VO ii11 %111\ I2—EZ—(4— FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows tlanufaciurina; taw 1745. W. 33rd Place ic!eoe, Flnidc 33012 Pt: (305)364-9852 Fa:_I305)825-5118 ALUMINUM TUBE MULLION L.M.T. Z 0 -c C O 0 0 DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 18 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• . • • ••• • • • • • •. • • • • •• • • • • • •• •• •• • • • •• • •••• •• •• • • • • •• • •• •• •• ••• • •• •• •• ••• • • • ALUM. SLEEVE —1 —3 1/2'0 OR 4'0, FOR '3.1/2%6 0R 4"0 1 ALUM. TUBE MULLION ALUM. PJBE MULLION STRUCTURAL WALL/BEAM--1 f TOP VIEWS FOR ANCHOR CONFIGIXATICh TYPE BR2, BR3, CR21,44D C)23 • ROUND MULLSONS • :. AND 4"O r 1/6' THICK ALUM. CIRCULAR PLATE I ; WELDED TO ALUM- SLEVE. VARIES 5 1/2' FOR 3 1/2" C UWON 6" FOR 4'0 MULLION ANCHOR CONFIGURATION BR2 AND CR2 • FOR 180' ANGLE 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1/2'00R 4"0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. 3 1 /.2'p •• •• • ' • •5• /. • \•• V • • • ••• • • • • • • • • • • : • • • • • . . •• • • � �% ////\�� 41. f• • •• •'• • • • • \• • • •04• • •• •••\• f • • •. •• 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1/2. 0 0R 4"0 ALUM. TUBE MULUON STRUCTURAL WALL — OR BEAM 0• VARIES 5 1/2' FOR 3 1/2"0 MUWON 6" FOR 4'0 MULUON ANCHOR CONFIGURATION BR3 AND CR3 FOR 90' ANGLE 1/2" VARIES ' \ 5 1/2" FOR 3 1/2"0 MUWON 6" FOR 4'O MULLION - 1/6" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. STRUCTURAL WALL/BEAM I hi nl H s` 1 ANCHOR CONFIGURATION BR3 AND CR3 FOR•135 ANGLE PRODUCT REVISED as complying with the Florida Huliding Code NOA-No. 17-1226.22 Expiration Date 0312812023 By 11 Miami 3ade Product Da 11 ::- Ho. 51393.�y�� *: * `4 . -0 1 ce z: STATE OF . �� ' T fLCRiOF ��• F G� • Z—C7-- FRANCISCO NERNANDEZ FLORIDA PE # 51393 Sunshine Windows MOhufecturiIIg, Inc. 1745 W. 33rd Place lilesah, Florida 13512, Plc (3751354-9952 Fc,r(305)622-5118 1+' 0 a n 0 0 DRAWING No. M201 1 DATE: 02-11-13 SCALE NTS SHEET 19 OF 21 40. ALUM. SLEEVE -- FOR 3.1/2"0 OR 4"0 ALUM. TUBE.MULUON STRUCTURAL WALL/BEAM --7 c.1 Ci t` p 3 1/2'0 0R 4"0 ALUM. TUBE MULLION 1 VARIES 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. } 1/2 5 1/2' FOR 3 1/2"0 MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 180' ANGLE 3.1/2"0 OR 4'0 E4 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2°0 0R 4'0 ALUM. TUBE MUWON NOTE: FOR MULUON AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4 ROUND MULLIONS 3 1/2"0 AND 4"0 �\\/ )/ \�,✓/ i • /f 3 1/2"0 OR 4"0 ALUM. TUBE MUWON ALUMINUM SLEEVE FOR 3 1/2'0 0R 4'0 ALUM. TUBE MULLION STRUCTURAL WALL OR BEAM. 5 STRUCTURAL WALL/BEAM 3 7/16i VARIES 1/2' FOR 3 1/2'0 MULLION 6" FOR 4'0 MULLION ANCHOR CONFIGURATION BR4 ANDCR4 FOR .135' ANGLE 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. VARIES 5 1/2" FOR 3 1/2"0 1 ULLON • • • • • • • 6' FOR 4"0 MUU. 14 • • ANCHOR CONFIGLIf ATIOND BR4 AND CR4 PRODUCT REVISED as complying with tho Florida FOR 90' A.NFLF• • • • • • Building Code • NOA-No. 17-1226.22 • • • • • • • • • •• • • • • • • • • •• Expiration Date 03/28/2023 • • • •• • •• • • • •• • • • • •• • •• • • • • • • • • • • • • l'Ekt. - •. • Miami- a e oduct'1Conto* 1 L "7 1 .Iw U N OZ \ C1 ^Ic 12 131: ▪ No.53�1Q'• STATF :'4iEN " u‘` iz-f'2—«-- FRANCISCO HERNANDEZ FLORIDA PE ij 51393 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • Sunsfiine Windows Manufacturing, ;nc. 1745 W. 33rd Plow Fimido 33012 P (305)884-9552 Fox:(305)8Z8-5118 n a o 2 N DRAW:NO No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 20 OF 21 ••• • • • • • • •• •• •• • • •• • • • •• •• • •• • • ••• • • • •• • • • • • •• •• • • • • • • •• •• • • • • • • • • • • • SIDE VIEWS FOR li II" a i•. ANCHO.R'CONFIGURA'I1ON TYPE BR2, BR3 AND BR4 • • • • • • • • • • • • • • • • ROUND IVIULLIONS • • • •• • • • • . • • • • • 3 1 /2" c AND 4"0 • • • • • • • • • • SUBSTRATE: CONCR IE 3 i/2"� OR 4'Cf 3 1/2"Q OR i ig1 •• • •• •• •• • • • • • 3 1/2'0 OR 4'0 ALUM. PJBE MUWON - "-} 11 ALUM. TUBE MU WOM • • • • • • • y1 .�ti . ' ALUM. TUBE MULLION :El i 1/8" THICK. ALUM. CIRCULAR PLATE I Cr-----' 1/8" THICK. ALUM:C1RCULAR IIAT5, •: • • i : `,i h 1/s THICK. ALUM. CIRCULAR PLATE IWELDED TO ALUM. SAVE w 1 Vi II NI dl 1WEI_DED TO ALUM. SIEVE• • • • • • • v • N i WELDED TO ALUM. SLEEVE.. 1—,iI I .I,_? 1 =d 'I e o I ,( A 4A :I, II a '' I n p 4.„ . A I IN 1/4" ELCO ULTRACON ANCHOR a , q " 'II • ii--• • —1/4• ' ELCO ULTRACON ANCHOR 1 3/4" M. EMBEDMENT INTO 0 1 3/4" MIN. EMBEDMENT INTO CONCREIT. CONCRETE' (2) PER PLATE (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. BR3 NUMBER OF ANCHORS PER LEG = 3 SIDE VIEW C ANCHOR CONFIG. BR2 NUMBER OF ANCHORS PER LEG = 2 NOTE FOR MUWON AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. , n u a 1/4 ELCO ULTRACON ANCHOR . 1 3/4" MIN. EMBEDMENT INTO CONCRETE (4) PER PLATE •SIDE VIEW E ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER LEG = 4 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS -3 1/2"0 AND 4"0 SUBSTRATE: METAL 3 1/2"0 OR 4"0 ALUM. TUBE MUWON 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. FMETAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8" " (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALATION ',14 HILTI KWIK FLEX SELF DRILLING SCREW SIDE VIEW C - (2) PER PLATE ANCHOR CONFIG. CR2 NUMBER OF ANCHORS PER LEG 2 xl c--D. 1' MIN. 3 1/2'0 0R 4'0 q ALUM. TUBE MUWON 1 1/8" THICK ALUMINUM CIRCULAR PLATE i WELDED TO ALUMINUM SLEEVE. i' i =METAL STRUCTURAL MEMBERS BY OTHERS En i MINIMUM THICKNESS = 1/8" •1" MIN. (SEE NOTE 7 ON SHEET 1) „,. -- #14 HILTI KWIK FLEX SHALL WITHSTAND ANCHOR SHEAR FORCES SELF DRILLING SCREW AND SHALL 9E APPROVED BY BUILDING , 4 PER PLATE OFFICIAL PRIOR TO MULLION INSTALLATION ..r SIDE VIEW E ( ) f ANCHOR CONFIG. CR4 I- #14 HILTI KWIK FLEXNUMBER OF ANCHORS PER LEG = 4 SELF DRILLING SCREW (3) PER PLATE +' SIDE VIEW D ANCHOR CONFIG. CR3 NUMBER OF ANCHORS PER LEG = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE' # 4 ON SHEET 6 OF 21. 3 1 /2"0 OR 470 I ALUM. TUBE MUWON r 1/8" THICK ALUMINUM CIRCULAR PLATE E" WELDED TE O ALUMINUM SLEEVE_ II -METAL STRUCTURAL MEMBERS BY OTHERS •' MINIMUM THICKNESS = 1/8" - (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION G K %> OHEN GAS -....... ,4 u =� PRODUCT REVISED ---_ as complying with the Florida i'C Building Code _ �i .R NOA-No. 17-1226.22 Expirat3crt Date 03.'28i2023 By ji Miam Na 51393 /r *- rr:= iL STALE. OF FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Monufcci.uring,'mc. 1745 W. 33 4 Place !iakah, Florida 33012 Ph: (305)364-9952 Foo(305)828-5118 0) 0 w 1 o8 n N . 20 DRAWING No. M201 1 DATE: 02-11-13 SCALE: M5 SHEET 21 OF 21 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 "2000" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the tnanufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of > s! 4€ ? t displayed, then it shall be done in its entirety. • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaceujdt distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1224.08 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. 17-101.7.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 •••1age1 • • • • • • • • •• • • • • • MIAMI•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidade.zuv/economy • • • • •I •• • • • • • • •t • •• • • • •1 • • • • • • • • • • • • • • • • •• • • •. •• 1 • • •i • • • • • •_ • • • • • ••• • • • • • • .1... • • • - • • • • • • • 1 • • • • • • • •1 • • • • •1 • • • • • •I • • • • • I • • • • • •• •• • • • • • 1 • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with-FBC 5th Edition (2014) and of no -financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12; signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No.12-0320.07) 4. Laboratory compliance letters for Test Reports No, FTL-5253, dated 10/10/07 and FTL-5252., dated 08/28/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. .... • 000• , (S4ntitted under NOA No.08-0219.03) .. • ' G. •:••OTH•Ettli•• 1.'Mice of Acceptance No. 12-0320.07, issued to Sunshine Windows Manufacturing, • • • • • • • • •• •Inc.. for their Series "2000" Aluminum Single Hung Window - L.M.1., approved on .... .... - • • ..Q$(l.7/12 and expiring on 04/24/18.• ` • • • • • • 2 • NEW EVIDENCE SUBMITTED A.. .. DRA5'V 1 S ' . • .. •1. Drawing No. SH08-01, .titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04/17, .prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez Product Control Ex 4n' er NOA No. 17-104 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolC Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 17-0814R issued by the Miami -Dade County Product Control Section, dated 12/08/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. . • • • • . • ▪ .• .. • G. OTHERS .... .... 1. Notice of Acceptance No. 14-1224.08, issued to Surishine Wittiov▪ s•Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window - L.ILf.r.78pprovVrett. .•.• .... 04/09/15 and expiring on 04/24/18. 2. One year approval, subjected to successful verification test. E-3 • • • • ▪ • • .• • • • .• • • .•• .. • • • . • . •. • . . . . . -71 Manuel erez, Product Control Exa er Manuel ie NOA No. 17-1017.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 • • • . . • • • • • • • •• .• •• • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • HEAD ANCHORS SEE CHART 4' 10"MAX.( WINDOW HEIGHT TIPICAL ELEVATION 1 OVER 1 GENERAL NOTES: FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 0•41 • • • • •0, • • • ••• • • • •• • • • • • • • • • • • • • ••, • • • •• • • • •.. • • • • • • • • • .• • •• • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES SHALL BE MULTIPLIED BY 0.6. 1.- THIS PRODUCT MEE1S THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4.' CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH .THICK, NORMAL WEICHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI.. " • - FILLED CMU Fm' = 2000 PSI MIN. USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 10.- 1X.OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL DE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION.. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALT. EIE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 6TH EDITION (2017). G LASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0,125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. 1 . ' DESIGN PRESSURES CIIAR'1'-PSF ' • .-WINDOW ANCHOR DISIGN ' :DIM1 NsION SC'HNUULI PRESSURE?PSF • woyrn IIEIG11.1. PIiR HEAD AND ILL. Pl.:R,IAMO EST. ' ENT. ' T9• IX 3 90.0 90:0 . 26 1/2" 3 90.0 90.0 • s3 " 26" 4 3 90.0 90.0 53 1/8" r 6 75.0 75.0 19 1/8" 3 90.0 90.0 26 1/2" _ 3 90.0 90.0 38 3/8' 4 37" 4 90.0 90 0 53 1/8" 6 75.0 75.0 ' 19 17 8' -.._. 3 " 90.0 90,0 26'1/2" so..5/8,, 3 L 6 ' 90.0 90:0 37" 4 90.0 90.0 - ,, . 53 1/8" 6 75.0 75.0 19 1/8" 3 75.0 75.0 26 1/2" 3 75.0 75.0 63" / 37" 4 75.0 75,0 53 1/8" 6 75.0 75.0 19 1 /6" 3 75.0 75.0 26 1/2" 3 75.0 75,0 - 74 1/4" f3 4 75.0 75.0 37" 53 1/8" 6 66.2 66.2 rm,dsint wd.h the Emile rT r IJEPrcamo, tsm, `\\ `11 1 1 1 1 1 0 6 /,/ GoEN,S$ • 7�-- I_1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Mgnufociuring, Inc. 1745 W. 33rd Place Holeah, Florida 33012 Ph: (365)364-9952 6.n:0(15)828-5118 'SERIES 2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT GLASS UPDATED F.OR 2010 FBC N M vD CD 0 N 3 U " a CD r, ?w z oto K LL n a a M DRAWING No. SH08-01 DATE: 04-02-08 SCALE? 1/2"=1" SHEET 1 OF 6 2 1/2" MIN. 2 1/2" MIN. 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1 BY WOOD BUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION ANDDESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. ___ DETAIL Al 'ATTACHMENT TO CON; TYPICAL ANCHORS 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND 'DESIGN PRESSURES CHART ON SHEET 1 OF 6. TYPICAL FOR HEAD, DETAIL A3 ATTACHMENT To METAL STRUCTURE DETAIL, (STEEL QR ALUMINUM 1/8" MIN. THICKNESS) 1" MIN. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. N ga V) DETAIL A2 ATTACHMENT TO WOOD DETAIL A4 2 BY WOOD BUCK BY OTHERS. MUSE BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR 10 WINDOW INSTALLATION. 1/4 SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. TYPICAL FOR HEAD. .MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARAIE APPROVAL) A'ITAUIIMI(NT To MULLION (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) •• • • • • • • , • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • TYPICAL HEAD SECTIONS •(4+aK. . sa 1) with tixt `1,U I!I1I// L1eENNo. 61353 ,1�. '.•'j/ * : 0 441'4- FRANCISCO HERNANDEZ FLORIDA PC r 51393 Sunshine Windows Monufocturing, Inc. 1745 W. 33rd Place liNlogr, Florida 33012 Ph: (305)364-9952 Fox:(406)828-5118 .SERIES S 2000 ALUMI' LLJ 0 G U 0 0 .y 0 O t_ 14 zo DRAWING No, SHQ8-01 DATE: 04-02-08 SCALE: 1 /2.•-1 SHEET '2 OF 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2 1/22" MIN. 2 1/2" MIN. 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER or ANCHORS REFER TO. ELEVATION AND DESIGN PRESSURED CHART ON SHEETS 1 .0E- b). ' TYPICAL FOR SILL ONLY. DETAIL CI ATtACIIMENT' TO PRECAST SILL 1" MIN. ••• • • •. • • •• • • • ••• • ••• • • • • • •• •• • •• •• •• • • • ••• •• •• •• • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 1/2" MIN. • • • •• • .• • •• • •• • • • • Er•/'• MA* NON -SHONK GROUT• OR 1" 6Y WOOD BUCK ,' 1 1/4", ULTRACON 1 3/4" M N, EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK - OR NON —SHRINK NON—METALLIC GROUT (FOR MAX. ANCHOR SPACING ANC) NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6), TYPICAL FOR SILL ONLY. D1 1 1H., C2 (ATTACIINIEN 1' TO CONCRETE 1 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET1 OF 6). TYPICAL f"OR SILL, DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) MIN. MIAMI—DADE COUNTYAPROVED MULLION. (UNDER SEPARATE APPROVAL) I I =J 1" MIN. 2 BY WOOD BUCK BY OTHERS. MUST 13E PROPERLY ATTACHED TO 1RANSFER GLAZING SYSTEM LOADS '1'0 THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" ULTRACON BY PENETRATION INTO W (FOR MAX. ANCHOR OF ANCHORS REFER DESIGN PRESSURES TYPICAL FOR SILL. DETAIL (:3 ATTACHMENT TO WOOD —1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL DETAIL C5 ATTACHMENT 1'O MULLION (STEEL OR ALUM.1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS El CD WITH 1 1/2" MIN. DOD SPACING AND NUMBER TO ELEVATION AND CHART ON SHEET 1 OF b). �\`1\\SGO.'H ," 1 o,, 4/, 0(.0cN^._.. Nq. 51313 ki FRANCISCO HERNANDEZ FLORIDA PE j( 51393 T s)3i t 4 iv k t ,� = smite, t 1 fa$ 194- ;!, 1 ' 11‘ T.1 • Sunshine Windows Manufacturing, Inc. 1745 4(.Fbri33rdad 332 Plac01e 11101e9h, Ph: (305)384-9952 Fpx:(306)828-5118 in W to 0 0 0 0. 5) 0 N 0 0 (V M DRAWING No. SHO8-01 DATE: 04-02-08 SCALE: I/2"a1" SHEET 3 OF 1/4" MAX. • SHIM SPACE 1 /4" MAX. SHIM SPACE 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF' ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART DN SHEET 1 OF 6). TYPICAL FOR JAMBS. DETAIL D1. ATTACHMENT TOOCONCRI:'I'q —1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS: = II MIAMI-DADE COUNIY APROVED MULLION. (UNDER SEPARATE APPROVAL) L__......IL DETAIL 1)4 ATTACHMENT TO MULLION 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL DE APPROVED BY BUILDING OFFICIAL PRIOR 10 WINDOW INSTALLATION. --1/4" ULTRACON BY ELCO WITH 1 1 /2" MIN. PENETRATION INTO W000. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OR 8). TYPICAL FOR JAMBS. DETAIL 1)2 Al"EACIIMt ;N'1" I'O WOOD 1/4" MAX. SHIM SPACE iF 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEEP I OF 6). TYPICAL FOR JAMBS. DETAIL 1)3 AT'I'ACI IMENT'I'O METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) GLAZING DETAIL 0.090" DUPONT BUTACITE PVB 1/8" HEAT - --._.........— 1/8" HEAT STRENGTHENED STRENGTHENED 3/8" GLASS BITE (MINIMUM) •• • • • • • • •• • • • • • • • • -•—•—•— • • • ' • • • • • •• • • • •• • ••• • • •• • • •• • • • • •• •• •• • • • • • • • • • ••• • • • • • • • • • TYPICAL JAMB SECTIONS SILICONE PECORA' 805 • I :, iIdi• ••• • n:,o, • • •J l • S Sta�.c3 :z�io. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • C� ' 310EN'' '.4iJ '-‘'` No. 51393 '. t-' - * ' FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hiolsah. Florido 33012 Ph: (305)364-9952 1-az:(305)828-5118 SERIES 2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT GLASS 03 ce a w z aZ.; a 0 0 O E zw zF 0 11 6 ry 0 0 DRAWING No. Si-(aa—01 DATE: 04-02-08 SCALE: .1/2"=1" SI-iEET 4 OF 6 • • • • • • ••• • • ••• •• •• • • .. .• • • • •• •. •• • • • •• • •••• •• •• • • • • •• • •. • • • WINDOW HEfGHT (SEE DETAILS Al, A2, A3 , ON SHEET 2 OF 6) AND 3/4" x 3/8" STEEL BAR 0 13 (SEE DETAILS • CI, C2, Q3, C4 AND C5 ON. SHEET 3 OF 6) VERTICAL SECTION • • • • • • • 15� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • - • • _•__ •• ••• 1•' • • • • • • •.••••••• • • • • • • • • • • WINDOW WIDTH HORIZONTAL SECTION r 3/e x 3/8" STEEL BAR ' r 0 ' LATCH OPTION © � iI co o . VERTICAL SECTION WITH TOP LOCK 16) (SEE DETAILS D1, D2, D3 AND D4 ON SHEET 4 OF 6) R(TWF .F adraviying13i BoAdiag t Pc rt `�\NG\SC9.'-'.ERN �, " 4 No. 5171fl 7.1 * * nia\"\. '''' ' -:... ///;Sief?...., ,01' 5°' ,.1.... ‘)61\s`,\3:.‘2.‘ FRANCISCO HERNANDEZ FLORIDA PE %{ 51393 Sunshine Windows Monu(octuring, Inc. 1745 V. 33rd Place Mal6oh, Florida 33012 Ph; (305)364-9952 Raz:(305)828-5118 SINGLE HUNG IMPACT RESISTANT GLASS ce D_ w x n n DRAWING No, SHO8-01 DATE: 04-02-08 SCALE: 1/2"=1"r SHEET 5 OF 6 1. �121 --- 2.062 --I 11 .oso fnl i- o 1--I I— 0.304 U —0 T-Ir 075 �, GLAZING BEAT SWW-101 6063-T6 — 0.812 -- 2.125 750 ___� -IS JV4LJI 1,250 -.�. MEETING RAIL SW-015 6063-15 FRAME HEAD SW--014 6063-15 H12 2. 27 Lo.o62 y 2.314 —I 0.937 I--- - 1.625 — 2.000 — 0.050 1.875 -- SASH 6063-65 --K— — _ttJll 0.812 TOP SW--617 z7 — 0.050 1— RAIL ---_ 0.687 _L.I---- FRAME SILL SW-52101 6063-15 ( 2.375 FRAME JAMS SW-011 6063-15 2.750 - —I SASH ..— 1,890 / —1(0--' 1,000 BOTTOM SW-43355 6063-T5 —1 — 0.062 I — RAIL I—}- 0.592 f 1.000 — 0.050 Ii --I 0.810 1.- SASH SIDE RAIL SW-012 6063-T5 0,1870 l 0.711I (1I"., 10.1324 9 I . y�o SASH BOTION RAIL PLASTIC KOCETAL K300 54-43353 •• ••• •• • • • •• MATERIAL LJST ITI'3MIt PART 9 - 8EOD. DESCHIrruuN MATERIAL 1 SW-014 1 FRAME, HEAD 6063-T5 2 SW52101 1 FRAME SILL 6063-T5 3 5W-011 2 FRAME JAMB 6063-T5 4 SW40111 1 MEETING RAIL 6063-T5 5 SW-017 1 SASH TOP RAIL 6063-T5 6 SW43355 1 SASH BOTTOM RAIL 6063-T5 7 SW82028 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL 6063-T5 9 SW -AS AS REO ASSEMBLY SCREWS // 8)1" PH PHILLIP CRS 16 SW8202A 4/1/ENr FACE GUIDES NYLON 11 SW43353 7/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 A5 RqD SEAL PILE FELT 13 SW3257 AS RqD WEATHER STRIP BULB VINYL 14 - AS ROD SILICONE UC-899/GE- 1200 15 SWW101 AS ROD GLAZING BEAD 6083-T6 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW-667 2/VENT LATCH ZING 18 5W3082 AS ROD WEATHER STRIP BULB VINYL 00 Ill III,, ry '``\GPHERI, • • • • • • • • • • • • s'G"� • • Q • • • • • • • Nu. 51393 ti • * * * • ••• • • • 1 • • • • • • • - • • • • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • t✓ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /yl // III 1\\\ Gj- FRANCISCO HERNANDEZ FLORIDA PE // 51393 Sunshine Windows fdnuufaciuring, Inc. 1745 W. 33rd Piece nialeah, Florida 33012 Ph: (305)364-9952 Fe:m(305)828-5118 SERIES 2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT GLASS ry a N N G O V O N " DHAWING No. SH08•---01 GATE: 04-02-08 SCALE: 1 /2"=1 " SHEET 6 OF 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 statedbelow. 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 withir:thei. jurisdi€Iion • RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadeeconjy Produ•C,ontrol • • Section that this product or material fails to meet the requirements of the applicable iluilaiug 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 "1650 (XO)" Aluminum Horizontal Sliding Window — f 1v1.I. • •• • APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 AlumigAiinj-Iorizdiatal.Sliding. Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08/ lilt revision. 3 dated •' 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearinnjite,Niami • Dade County Product Control Revision stamp with the Notice of Acceptance numb r airfd.expiration date by • the Miami —Dade County Product Control Section.• • . ••• . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tocomply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1204.11 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. MIAMI-DADECOUNTY'"` APPROVED NOA No. 17-1017.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 Page 1 • • Sunshine Windows Manufacturing, 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. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window . (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision 2 dated 11/18/14, prepared by manufacturer; 'signed and sealed by Francisco Hernandez, P.E. B. • TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Unifourr 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 • • •••• •. • • • • • • : Wing with marked -up drawings and installation diagram of an aluminum horizontal • • • . • sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. • • ▪ • • • • • • f'FL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by • • dos S. Rionda, P.E. • : • • : • (Submitted under NOA No. 08-0107.08)• • • • , • • •. • •. C. • ..'CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t' Edition. (2014), prepared by manufacturer, dated 11/09/14,. signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. E - 1 Manuel 'ere., P.E. Product Contr * 1 Ea- miner NOA No. -1017.06 Expiration Date: April,10, 2019 Approval Date: December 21, 2017 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t Edition (2014) and of no financial interest, dated 11/10/14, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010 and of no financial interest. dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted udder N04 No. 12-0320.06) 3. Laboratory compliance letter for Test Reports No. FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0107.08) G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows Ma rtfac.4uringg Inc. for their Series "1650" Aluminum Horizontal Sliding -Windoti.—•LVI.I., apprgyed on •• 05/17/12 and expiring on 04/10/18. ••. . • 2. NEW EVIDENCE SUBMITTED .••. .... • . • . • .... .... • A. DRAWINGS ' ' ' • • •••• 1. Drawing No. IIS08-01, titled "Series 1650 Aluminum Horizontal. +iding Window • * (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, wi$Zrediion No. 3 dated 09/04/17, prepared by manufacturer, signed and seal illy Frarlitsco • • Hernandez, P.E. • •••• 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers"- dated 01/19/17, expiring on 07/08/19. Manuel Pe a, E. Product Control xam er NOA No. - .06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-2 .• . Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of confonnance, complying with FBC 6th Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 17-0539R2 issued by the Miami -Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. G. OTHERS 1. Notice of Acceptance No. 14-1204.11, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (XO)" Aluminum Horizontal Sliding Window — L.M.L", • • approved on 05/14/15 and expiring on 04/10/18. ..... -2. ¶rat year approval, subjected to successful verification test. • . . • ..: .... • .... .... • • • • . .... • . .. .. . • • • •• •. • . • a . . . • •. . • • •. . • .. E — 3 Manuel Pe '.E. Product Control : ner NOA No. 17- 117.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 ez, xa DESIGN PRESSURES CHART : PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT CLASS WINDOW ANC {{)R HURRICANE 1TIOCTEC'PION DIMENSION SOW/VLF Is NOT REQUIRED PER PER l 3/4" SHE 3" SILL WIDTH HEIGHT HEAD & SILL 3AM0 EXT. INT. EXT. INT. 26 1/2" 4 53.33 120,00 80.00 120.00 �, i" 26' 5 3 ' 53.33 120,00 80.00 120.00 53 1/8" 6 53.33 119:30 80.00 119.3 F74"- 8 53.33' -901 80.00 90.00 cn 26 1/2" 4 53.33 120.0 80.00 120.00 ;;;.,4 rr 37" 38 3/8" 5 5 53.33 120,0 80.00 120.00 6 53.33 95.50 80.00 95.50 a 53 1/8.' -----`f ,p° t `i4", 8 I , 53.33" 78.90 78.90 78.90 F�3�7, 5 f ' 53.33 104.70 80.00 104.70 S3 1/8' so sic; 6 6 I53.33 88.40 60.00 88.40 7-74"1% 8 53.33 67,30' 67.30 67.30 7 37" 5 53.33 88.20 80.00 88.20 53 1/8" 63" 6 7 53.33 75.06 75,00 75.00' 74" 8 53.33 62.00 62.00 62.00 MODULAR SIZES 24" 3 53.33 120.0 80.00 120.0 36° 4 53.33 120.0 80.00 120.0 4e" 24" 6 3 53.33 120.0 80.00 120.0 60" 7 53.33 120.00 80.00 120.0' 72" 8 53.33 90.00 80.00 90.00 24" 3 53.33 120,00 80.00 120.0 36" 4 53.33 120.00 80.00 120,0 48" 36" 6 4 53.33 120.00 80.00 120.0 . 60° 7 53.33 99.90 80.00 99.90 72" 8 53.33 88.60 80.00 88,60 36" 4 53.33 100.40 80.00 100.40 48" 6 53.33 93.90 80.00 93.90 48" 6 7 53.33 87.00 80.00 87.00 40" 72" 8 53.33 74,30 74.30 74.30 36" 4 53.33 90.00 80.00 90.00 48' 6 53.33 87,00 80.0 87.00 60" 7 7 53.33 83.40 80.0 83.40 00° 72" 8 53.33 67,80 67.80 67,80 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. • • • • GLASS' • •• ••• •• • • • •• 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, LAMINATED BY TECNOGLASS•OR 611I1•4R. • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • ••• • • WINDOW% HEIGHT 3 1/8" MAX. 11 IMPACT GLASS 10" MAX, IMPACT GLASS I I 1/ if rl ro ") a 3 1/8" MAX. WINDOW WIDTH MAX. TYPICAL ELEVATION (XO) "6 WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WINO LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES 'SHALL BE MULTIPLIED BY 0.6. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS. OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017), 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL. COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. ▪ CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC GEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOU1HERN YELLOW PINE" G-_ 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE $HALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE F'y = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/5". ALUMINUM SHALL BE 6063-T6. 11,- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS. PRODUCT APPROVAL SHALL DE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE 'IIII1j), 12.- ALUMINUM IN CONrACI' WIT ! SIR AT lIlyS >HJ�L�E I TECTED (BY OT11ER5) �. O HERA. AS SPECIFIED IN FBC 'TH DITION 1 • • \��tyGX�'G cE_N„£ 11NQ0 No, 51393 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33 4 Race Hialeah, Florida 33012 Ph: (305)364-9952 Fga:(305)828-51 I SERIES 16501LUMINUM IMPACT RESISTANT GLASS UPDATED FOR .2010 F50 r 2 I11-18-1 3109-04-17 DRAWING No. HSQ8-01 DATE: 03-14-08 SCALE: 1/2"'' 1" SHEET 1 OF 7 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • 1 ••• • • • ••• • • • • • • • 0 • • • • • •• •• • • • • • • ••• • • • •• •• • 1 • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • r t' DESIGN PRESSURES CHART = PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ` ANCHOR HURRICANE PRoCTEC:1 ION' DIMENSION SL EILI)LLE Is NOT REQLIRNI) • PER PER 13/4' SILL., 3" SILT. WIDTH HEIGHT HEAD & EXT. INT, EXT. INT', SILL JAMB qq e1 74" 38 3/8" 11 6 53.33 90.00 80.00 90.00 . 44' 50 5/8" 11 8 53.33 90,00 80.00 90,00 i37_� 6 53.33 90.00 80.00 9Q,00 ' 53 1/8" 63" 8 9 53.33 90.00 80.00 90.00 V 74" 11 53.33 85.20 80.00 85.20 ✓, 72" • 48" 11 7 53.33 90.00 80.00 90,00 i- 48' 7 53.33 D0.00 80.00 90.00 0 60" 60" g 9 53.33 90.00 80.00 90.00 z 73 11 53.33 90.00 80.00 90,00 WIND LOAD A.S.D. FACTOR NOTE: THE.DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR I9C 2015 THE VALUES SHOWN ON THE TABLES SHALL BE MULTIPLIED BY 0.6. i c2 lil S 0 0 z 3 1/8" M,V • I7MAX" • • • • i. � m II •• • III1PAC'• 1 GLASS• • L • • •CT • SS • It • /••• •• •�C r°.-ftm- ll .- ••• • •IL • • , I �Q 11 II 3 1/8" MAX. WINDOW WIDTH MAX. , TYPICAL ELEVATION (Xo) • •I • • • • •• FALSE MUNTINS (SURFACE APPLIED) MAY BE. USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FOG'6TH EDITION (2017), 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - GMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G- 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THET SCOPE OF HIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE 1r ;u;, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR IQ DOOR INSTALLATION. ,. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC GTH EDITION (2017): GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO KITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LIT ES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. 147 1 cc rrecalyrag rvid. 3 1. Ar.cciaarrac t 1 IO17.ot r:IJtr4011 )1, FRANCISCO I -I ERNANDEZ FLORIDA PE // 51393 Sunshine Windows MMcnufecturing, Inc. 1745 la. 33rd Place 111cleah, Florida 33012 Ph (305)364-9952 Fgx:(305)828-5118 SERIES 1650 ALUMINUM z 30 Itl 6 2 1!-03-05-12IUFOATE3 FOR 2010; FRC C Ur Zo raj_ z o= z� z= o ro- rii u oo Ix✓ I a o M DRAWING No. HSO8-01 ISSTE 03-14-08 SCALE:. 1/2"=1" SHEET 2 OF 7 ,1- WINDOW HEIGHT 20 WINDOW WIDTH 0 (2) 2" WEEP HOLES (7) 1,1 VERTICAL SECTION HORIZONTAL SECTION GLASS BITE (TYPICAL) (2) 2" WCEP HOLES ce 8 w .J (7) rn VERT ICAL SECTION •VVITIt sEaLvust-4, : : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • S'WN:A ;CT RIIV`;1-,..0 „7.71 C,6t Ciwn trade FreeVil .. •••.s.:‘ • • • .01, N ' • ' — No 51393 * : ,:- srArc: OF 1 Him q- -11- FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (300384-9952 r(305)828-51l8 8 1650 ALUMINUM cr) (ID H L7 v.) c) H oe 6 4-0 7 Z x 0 0 0 1= Z z. c5 6- c7i y 'e) o V119 w40 uJ 0 7 .47 DRAWING No, HS08-0 1 DAM 03-14-08 SCALL 1/2"=1" SHEET 3 OF 7 • • • • • • • 111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00 00 • • 0 00 00 000 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • •• •• •• • • - • - • • • • • • • • • •• • • •• •• •• MATERIAL LIST ITEM N PART READ. ' DFSCR TRITON A1A1'F.RIAI, 1 SW-019 1 FRAME HEAD 6063-TS 2 SW-019 1 FRAME SILL 6063-T5 3 SWxxx21 1 INSERT TRACK 6063-T5 5 SW-012 2 SLIDER TOP/B01TQM RAIL. 6063-T5 6 SW3019 AS ROD FIN SEAL PILE FEL1 8 SW321W 2 WHEEL BRASS 9 SW-017 1 MOVING MEETING RAIL, 6063-T5 10 SW40111 , 1 FIXED MEETING RAIL 6063-T5 11 SW -AS AS R00 ASSEMBLY STREWS 8 X 1" SMS. 1Z SW-013 1 JAMB TO MOVING PANEL 60634T5 MATERIAL LIST rrLMII miet•,• 441 • )0. TZl ON •, ••&IA-FERIAI.. 13 SW01G •01 • A MOVING SIZE RA,IL• • • • 4063-T5, 14 • • SW33Fi7 -• /E0Rf1D • • r • WEATHER STRIP DULS • • • VINYL 15 SW-667 AS R00 LATCII ZINC 16 SW-S10 •• 2/SILL ••♦ RETICULATED FILTER _ •• • _ FOAM 17 SW40771 • • 1 • • • Slit RL;EI • • •- • • • 0 • • 6063-13 • 18 SW-01 : 1 1�A�c T6 FS) :AN:L. : 6063-18 19 - .tt Ad • • • SILICONE • • F 895 OR SIMILAR 20 SW-101 AS ROD IMPACT GLAZING BEAD 6083-T6 21 SW-STL 1 3/8" X 3/4" FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS # 8 X 2 1/2" SMS. 2,215.750 - 0.812 (- 1 jI I 1.250 1,628 --I 1 '' , _ 0.062 TT -•_,�jf-- 0.354 E O'Tdl II 0,751 GLAZING BEAD SW-018 6063-1'5 0.050 1.875 MOVING TUB_-0.0 - iJ��iL 0.812 MEETING SW-017 6083-T5 0.050 _ RAIL o u N 1.250 .• 1.437 0.687 FRAME' i 1-- 2.077 —I JAMS TO MOVING SW-013 6063 15 PANEL 1.312 FIXED MEETING RAIL SW-40111 6063-T5 JAMB TO FIXED SW-014 6063-15 PANEL 1.8750 1 ionic— 0.078 1.5090 SILL SW-40771 6063-T5 3.062 RISER 1:tio -,......1 �� w I i 0.592' 1.000 0.050 --I 0.810 I= SLIDER 10P AND BOTTOM RAIL W-012 6063-TS 063-T o.0sz 1.750 2.750--r 2.00 _J L_ . 1 INSERT 6063-13.,. (RACK 063-i 2. 0.754 ---.-. . - -. MOVING ,fy� 1.0000 SIDE SW-016 6063-T5 [»- RAIL FRAME HEAD AND SW-019 6063-T5 SILT_ sG0 IHF •''•)CENT< 77,/ sl No.a9s * Sunshine Windows MQnufocturing, Inc. 1745 W. 33rd Ploce Hlo!eoh, Florida 33012 Ph: (305)384-9952 Fax:(345)828-51 18 0 V1 41 YJ 1- Lt.t U z N 1 0 N ;ir1 L EVW 1 complying. -,..tirtrriw F10i<N Crrik e a.($ 1017/. GC.aAL FOP k FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. HS08-01 DATE: 03-14-08 SCALE' 1/2"=1" SHEET 4 OF 7 2 1/2" MIN. 2 1/2" MIN. 1)I'NMI.. A TTACI II\1ENT , TO MA SONR Y 1" — 1/4" ULTRACON 1 ;1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) IYPICAL FOR HEAD. 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE, SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF '7 AND 2 OF 7). TYPICAL HEAD, DETAR C ATI'ACHMBN I''1'O METAL STRUCTURE (STEEL OR ALUM'. /8" MIN. THICKNESS) TYPICAL HEAD SECTIONS 1)E PAI . R A•1i ACUMEN' I '1'0 \VOCN) 1" MIN. // I rc 1I II 1._ — J - i• DMi1J ••• •• DISIATL C 1 • • • • 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. 2 BY WOOD SUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). TYPICAL FOR HEAD. • MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) • • • •• • • • • ATFACIIMFIST TO MULLION • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • F _D • • c,.'rY , , w.at Iht 1.rrn;dr • • • • Ic' • • • • s'v •C 1)0 1O I'f 06 • • • • 1. —./ot i j fj2'171 i •E , 1,2a4.. • • JAG\gcQ'Fit:p ; r =v: 1'10 51393 S1Ar1-. o; 11, �I 2-5-#7- FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Mgnuiucturing, Inc. 1745 W, 33rd Place Hloiooh• iloHda 33OI2 Ph: (3G-92 Fax:(3o5)85)364-5 2.819518 0 X Q � 5z o -11 • LL Ix • U N o44 0 SERIES 1650 ALUMI:NUM 12 O 0 0 0 1 LL 1n 0 7 N DRAWING No. I-i508-01 DATE: 03-14-08 SCALE: 1 /2"=1 " SHEET 5 OF 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • ••• • • • ••• • • • •• •• •• • • •• •• • •• • .• • •• ••' • •• • • • • •• • •••• •• •• • • • • •• • •• •• • • 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR SILL ONLY. DETAIL D ATTACHMENT TO I'RE-GASP SILL rOiv MIN. 1/4" SMS GR5 THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF7AND 2OF7). TYPICAL FOR SILL. DETAILC; A'ITACHMEN1' I O METAL STRUCTURE (STEEL OR ALUM-1 /8" MIN. THICKNESS) • • • • • • • • ••. • • • • •• • • •• • • • • • V • • • • • •• • • • •• • •• • • • . • • • • • • • • • • 30441 LI/S.NYN-SHRINK GR(•JT 0R 1" BY WOOD BUCK 1/4" ULTRACON 1 3/4" M N. EMBEDMENT INTO MASONRY THROUGH 1' I3Y WOOD BUCK OR NON -SHRINK NON --METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY: DETAIL 'AITACIIAitN'I" CO MASONRY• MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER 10. ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL 1 AITAC IIMI'N1' TO MULLION (STEEL OR ALUM. 1/8" MIN THICKNESS) TYPICAL SILL SECTIONS 2 BY WOOD BUCK BY DINERS. MUST DE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. -- 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR ,SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DITAlL E ACI'ACIIMEN'I' TO WOOD oottt \sCo ]iEr No ;i 1 93 a * T11111vtt�F /C;rY TI0,2xin 4l!)ikgi11`tot. oh FRANCISCO HERNANDEZ FLORIDA PE if 51393 Sunshine Windows htnnuinctunng, Inc. 1745 W, 33rd Place Nioleah. Florida 33012 Ph: (305)364-9952 r, (705)828-5118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) O W U O 0 0 0 a 0 0 0 oD r'1 DRAWING No. H$08-01 DATE: 03-14-08 SCALE: 1 /2"=1 " SHEET 6 OF 7 • 1/4" MAX. SHIM SPACE 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY W000 BUCK OR NON SHRINK NON METALLIC SHOUT (FOR MAX. ANCHOR SPACING ANO NUMBER OF ANCHORS REFER TO ELEVATIONS ANO DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS, DETAIL H ATCACHMENTTO MASONRY 1/4" SUS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 ANb 2 OF 7). TYPICAL FOR JAMBS. MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) r II II II I ITTI I ymnra,,;sru�I` ATTACHMENT TO MULLIONS DUI AIL 2 BY WOOD BUCK 8Y OTHERS. MUST 8E PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALT_ BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" MAX. SHIM SPACE 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATI'ACILMENTTO WOOL) TYPICAL JAMB SECTIONS 1/4" SUS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGNPRESSURECHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL J ATTACHMENT METAL STKUCTI!NE (STEEL OR ALUM: 1/8" MIN, THICKNESS) GLAZING DETAIL 0.090" DUPONT BUTACRE PVT OR SIMILAR 1/8" HEAT -- 1/8" HEAT STRENGTHENED STRENGTHENED 3/8" GLASS BITE (TIPICAL) -SILCONE PECORA 895 OR SIMILAR GLAZING: 0.340" OVE:RAL.L LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STREN T1-INEp 0GJeASSWIITIl ds 9,090" STEf2LAYEH FILM DUPONj. QTACITT4PVg, qTVifE Pa: CVO .OF GLASS. LAMINATED TEI NOGLySS 4R• SIYILQii • • • • •• • • • • • • • • • • • • • • • • • • • ■ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • \Sc O MF�N ceN:; ..74.. r Nr, 51393 1 -1 IT 1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1715 8. 33rd Floce Hialeah, Florida 33012 Ph; (305)364-9952 Fox:(305)828-511B 1650 ALUMINUM I3.) to 0 d z F- z 0 N_ 0 ACT RESIST/ eY I" it w^ V d 0 00 E zF 0w U ce 0 0 0 DRAWING No. HSO8—01 DATE: 03-14-08 SCALE: 1/2"=1" SHEET 7 OF 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 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) r ear e the right to have this product or material tested for quality assurance purposes. If this voddict or motfarral fails to perform in the accepted manner, the manufacturer will incur the expense of such te9tmg and the yt1115 may immediately revoke, modify, or suspend the use of such product or material withte tlzeif jurisdfMon. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade Couhtd Flbduct ConIro1 Section that this product or material fails to meet the requirements of the applicable buildirt code. • • • • • This product is' approved as described herein, and has been designed to comply with the X1p ida Building • • • • • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy •• •• •• •• • • •1• • • • APPROVAL DOCUMENT: Drawing No. M2011, titled "Aluminum Tube Mullion L.Mi.," through 21 of 21, dated 02/11/13, with revision No. 2 dated 12/12/17, prepared by manukpirej, signeil.arui sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp•with. the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Couldol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0528.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1226.22 Expiration Date: March 28, 2023 Approval Date: February 15, 2018 Page 1 .• .• .... •... ••.• • .••• • • ...• • •..• • • • • • .. •• • • • • •• •• • • • Sunshine Windows Manufacturing, Inc. 1. A. NOTICE OF ACCEPTANCE:` EVIDENCE SUBMITTED EVIDENCE SUBMITTED CINDER PREVIOUS NOA's DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1216.02) 2. Drawing No M2011, titled "Aluminum Tube Mullion L.NLI.", sheets 1 through 21 of 21, dated 02/11/13, with revision No.1 dated 05/09/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 •�• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 - • • • • • along with marked -up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminni tube .... mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. • • • • • • FTL-7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA# 11-1216.02) •• ;C'UULATIONS 1,. . Anchor verification calculations and structural analysis, complying with FBC 5th • • • • Edition (2014), dated 05/09/15, prepared, signed and sealed by Francisco Hernandez, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), dated May 18, 2015, issued, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA# 15-0528.21) 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA# 11-1216.02) G. .OTHERS 1. Notice of Acceptance No. 11-1216.02, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/28/13 and expiring on 03/28/18. Man el Pe ez, P.E. Product Con of xaminer NOA No. 17-1226.22 Expiration Date: March 28, 2023 Approval Date: February 15, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M2011, titled "Aluminum Tube Mullion L.M.I.", sheets 1 through 21 of 21, dated 02/11/13, with revision No. 2 dated 12/12/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. ••. • • • •• •••• • • . .. • D. QUALITY ASSURANCE . 1. Miami -Dade Department of Regulatory and Economic Resources (.1.)... E. MATERIAL CERTIFICATIONS 1_ None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edithv • (2017), ▪ dated • • December 8, 2017, issued, signed and sealed by Francisco Hernandez, P.E. •• • • • • • • • •• •• •• .•.• • .•.• • • • • • • • • • • • • • • • • • y • • • • • .•.•• • • • ••• •• • • • � • • • • G. OTHERS 1. Notice of Acceptance No. 15-0528.21, issued to Sunshine Windows Manufacturing, Inc. for . their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 12/10/15 and expiring on 03/2g/18. Man ue: P rez, P.E. Product Con ro xaniner NOA No. 17-1226.22 Expiration Date: March 28, 2023 Approval Date: February 15, 2018 E-2 ... • • • •.. • • •. •. •• • • •• • • •• • • • •• • •• •• • • • ••• • • ••• •• •• • . • •• • •• •• • • • • •• •• • • • • • • 0.125" OR 0250" THICKNESS rGLAZING UNIT SEE NOTES 2 AND 4 OF GENERA. NOTES ii" OR 2 1 VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS SF MUI I ION DESIGN LOADS (MULUON CAPACITY) TAR! F 4 1 ON CHFFT 3 !1F 21 SFr ANCHOR D?SIG0'-1CADS (ANCHOR CAPACITY) TAB' Pa j 2 AND it ON SHFFTS 4 AND 5 OF 21, rGLAZING UNIT. SEE NOTES 2 AND 4 OF GENERAL NOTES 3 1/2" 0 OR 4"0 ALUM. TUBE 0.082" OR 0.125" THICKNESS •--VAR.'fa 90` TO 18O' VERTICAL ROUND TUBE MULLION SFF In HON DESIGN 10AD8 (MUI 110N CAPAf fiY) ANZ AtCHOR DESIGN 1 OAOS (ANCHOR CAPACITY) TABI F f 4 ON SHFI ➢ 6 OF 21 • •••_ • • • • • • • • . • . • • • . ••• • •• • . • • • • •_ • ' •• • • • ••• • • • • • •• ••• •• • • • •• INDEX OF BRAWPIGS• • -.Hr • • • •• ' 1 OF 2b.- MULLiON�SEC•ROlyS, ;O NF:AL='IO1S A'1D PROCEDURE FOR MULLION SELECTION. 2 OF 21 4MULCONO SHAPES. ANCISTR C{jP5 A34 40R CUPS LOCATION DETAILS. 3 OF 21 TABLE #. 1. MULLION DESIGN LOADS (MUWON CAPACTT1 FOR RECTANGULAR MULLIONS. 4 GE 21 ,- TABLE # 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 5 OF 21 .- TABLE # 3. ANCHOR DESIGN -LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 6 OF 21 .- TABLE 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) >` FOR ROUND MULLIONS. 7 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY Wf1H 18Y WOOD BUCK. 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 9 OF 21 .- ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WRN 18Y WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 10 OE 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR. MASONRY WITH i'BY WOOD BUCK AND ON WOODEN STRUCTURE. OR 2BY WOOD BUCK. 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE CR MASONRY WITH 19Y WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK, FOR 2" X 5" MULLION. 12 OF 21 .- ANCHOR CONFIGURATION TYPE BI ON CONCRETE OR MASONRY. 13 OF 21 - ANCHOR CONFIGURATION TYPE B2 AND B3 ON CONCRETE OR MASONRY. 14 OF 21 .- ANCHOR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. 15 OF 21, .- ANCHOR CONFIGURATION TYPE CT ON METALLIC STRUCTURE.. 16 OF 21 - ANCHOR CONFIGURATION TYPE C2 ON 86161, IC STRUCTURE. 17 OF 21 ,- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. 18 OF 21 .- ANCHOR CONFIGURATIONS TYPE 02, D3 AND D4. MULUON TO MULLION CONNECTIONS. 19 OF 21 .- ROUND MULLIONS. TOP VIEWS FOR .ANCHOR CONFIGURATIONS TYPE 8R2, BR3,. CR2 AND CR3. 20 OF 21 ,- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE 8R4 AND CR4. 21 OF 21 .- ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, 8R3, BR4, CR2, CR3 AND CR4. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION, 2014 AND FBC 6TH -EDITION (2017). 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE FLORIDA BUILDING CODE 5TH EDMON (2014) REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER. 512E AND SPACING. 3.- TPE OE ANCHORS: FOR ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITH 19Y, 2BY OR WOODEN STRUCTURES USE 1/4" D1AM. £LCO ULTRACON CONCRETE AND MASONRY ANCHOR; FOR ATTACHMENT ID METAL STRUCTURES, OR METAL TO METAL • CONNECTIONS USE 1/4" D1AM. HILTI KWIK FLO( SELF DRILLING SCREW. 4.- THE .DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. 5.- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES REFER TO SHEETS -7 THROUGH 21 OF THIS PRODUCT APPROVAL 6.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYS iE?A LOADS TO THE STRUCTURE AND SHALL BE APPROVED. BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL 6E NOT LESS TilAN 1/8". ALUMINUM SHALL BE 6063-T6 AND STEEL SHALL. BE. Fyn 36 ksi M.N. 8.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T6. 9.- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTLIP.AL MEMBERS. 10.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G=0.55 OR GREATER DENSITY. ALL ANCHORS INSTAIIFD IN W000 SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8" MIN. EMBEDMENT. 11.- CONCRETE STRENGTH: Fc-3,000 psi MIN., CMU PER ASTM C90, GROUT FILLED CMU fm 2.000 psi MIN. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2' MINIMUM EDGE DIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4" MIN, EMBEDMENT. (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL FINISHES). 12,- MATERIALS INCLUDING BUT NOT LIMITED T0 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WRI-1 THE FLORIDA BUILDING CODE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.22 Expiration Date 03/2E/2023. PROCEDURE FOR MULLION SELECTION 1. DETERMINE THE WIND LOAD IN PSF ACTING ON THE MULUON PER THE FLORIDA BUILDING CODE. USE ALLOWABLE STRESS DESIGN LOAD FACTOR OF' 0.6 FOR WINO LOAD CALCULATED B"ED UPON ULTIMATE DESIGN WIND SPEED. 2. USE MU'WON DESIGN LOAD (MULLION CAPACITY) TABLES# 1 AND # 4 ON ON SNEEEIS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3. USE TABLES !# 2, # 3 AND # 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE 'THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TO MEET THE DESIGN LOAD• (MULLION CAPACITY). 111111111/it 4. HIGHLIGHT MULLION AND ANCHOR -SELECTED OPTIONS .*46f1i., TABLE VALUES OBTAINED IN A -SPECIFIC APPUCATIO.On`,��y r,,,C61110'1'i{f_3A41. TO APPLY FOR A PERMIT. ` , .. VLCENg- '._!I<O rt tY_ SFAT[OF No, 51393 11111111WM h,nut;ltT FRANCISCO. I4ERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Flocs H1a6an, Florida 33012 Pc: (305).3554-89521 Fa.005)826-5116i <n o E E z � rn c r m 8 0 N 0 -, 2 DRAWING No. ,M2011 DATE: 02-11-13 SCALE: NT5 SHEET 1 OF 21 ROUND MULLIONS CROSS SECTIONS RECTANGULAR MULLIONS CROSS SECTIONS ANCHOR CLIPS CROSS SECTIONS 0.082 I 0.725 1,750 0.125 0_?2.5 T- -- 0.125 4.000 "�j7{_ 7.0.125 �((�(��j�000. 125 ' 4,000 0.750 0.125" -1 i -i __ '' , 3.000 I Y A. .1.25 3.L00 +� 0.094 '~-_ 2.250. ; 0.09 2.250' 2. { t: 2.(YJO; 2.2531 .. ......' 9 112.000 J 2.000I 19_ni0.125 11.9691LO.125 ! 0.125 I 5.000 ! /J/5 0.7� Manufacturing, Inc, I!!! I19561 4.500 .96al 5.500 J 2.000 t7a5 W.:7J.a Place \�-� 0.094 10.125 !1, V: CLIP V2 CUP 2" X 2" X 1/8" ANGLE CLIP 2" X 5" X 1j8" ANGLE CUP U CUP Hdhh. florid, 33012 P1r (305)364-9952 I 1.000 i OPTIONAL MP .�."J! 0.500 :,x:(305)B28-5118 3.500 4.000. I ALLOY: 6053-T5 ALLOY: 5053-T5 .ALLCY: 6063-15 ALLOY: 5063-T5 ALLOY: 6063-T5 . 3 1/2" ROUND MULL 1 4" _ROUND MULL ALLOY:. 6063-76 1 ALLOY: 6063-T6 ," X 2" X 1/8" 1.000 1" X 2' X 1/8" ANCHOR CLIPS LOCATION DETAILS rrj -_ A • i' X 3" 1"X4"X,; X 1/8" 8" 1' X 3" X 1/fr 1"X 4 X1/8" �. /// ± I 1 I ,_, ///JJJ C- 1 ALLOY: 6063-16 ALLOY: 5063 T6 // /J _ / f Z KHH 6.000 i 0.1251; J"� ♦ --I?--T 0.250 4 2 DETAIL 3 DETAILc. j I ; .•", 4043 FILLER ALLOY t ,CONT1N. WELD I I. 4.000 ++ r-1 -0.250. {_1 4.000 (( 11 j1 (1 DETAIL 1 DETAIL V CLIPS L. CLIPS V CUPS L CLIPS HORIZONTAL POSITON HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES • ON SUBSTRATES G C7s. B f r f • TOP VIEW --_ -I ±LJ I ,;,4 ROUND MULLION ANCHOR SLEEVE 1.000 i j f.! ALLOY: 6063-15 1" X 4" X 1 /4" 2.000 I i '-' - I - l .a , 2" X 4" X 1/8' .2" � �--- ALLOY: 6063-T6 X 6" X 1/8" _ _-- 'I - C - ALLOY: 6063-T6 j i. it I . - 3 4043 FILLER ALLOY f DETAIL 6 • DETAIL 7 DETAIL 8 w� v,.", WELD I 0.250 I ' DETAIL 5 L CLIPS V CLIPS L. CUPS 30 , jCO�NTIN. 1� \ . E '2.000 '� 0.250 V CLIPS HORIZONTAL POSTTON HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSMON MULLION TO MULLION MUWON i0 MULLION MULLION TO MULLION MUWON TO MULLION 0_ N o z U O E. o 6 N 0 z U 0 0.1c5 6000 - D oS o n 2S o r SECTION 1-1 ( I111111;II % 9 0 ry 111i ±.TR �', a ,, c , re " ROUND MULLION ANCHOR SLEEVE I \`t cc,� f,,\ .... . N,.'r w r- lLLOY: 6063-75 �:s . ROUND MULLLION SLEEVES. 2.000 ♦` , V`- ;i I j �; N0.51393 'mot - ' * ' * - _7 MULLION DIMENSIONS 'TYPE 1 8 i C r 2" X 6" X 1/4" • • • • • •-"-'v'••- • • PRODUCT REVISED .-* 1-- DETAIL 9 DETAIL 10 • • D�TAI1y 11 • • • a• complying with the Florida -17 • zo " "I .A 1 U CUPS U CUPS • �UND•MYLLION ILEEVE • B•llding Code �i '. ,• T 3 1/2"� i 3250" 0.125" j HORIZONTAL POSITION VERTICAL POSITION • • • VER'TI0.A. POSITION • • • NOS -No. 17-1226.22 OffF'•• 5-!A"tF OF,• ((I� DRAWING No. 5:500" ALLOY: 6063-T6 • • dill@5 • • • ;i �• ��; ," TO MUWON 03/28/2023 '•I,`-R10`.' f MULLION TO MULLION MUWON • • • • • Esp.' Data • • N.% M2011 4" 01 6.000" 1 3.587" 0.125 Pr 1'4bl 4611 1�1` DATE: 02-11-13 NOTES: - FOR ROUND MULLION AND' ANCHOR MULLION SHAPES, ANCHOR CLIPS MlartT�"_ tt Co I t _ SCALE:NTS DESIGN LOADS SEE SHEET 6 OF 21. . - FOR CONFIGURATIONS- OF ROUND ANCHORS 19, 20 AND 21 OF 21. AND ANCHOR CLIPS LOCATION DETA S • • • • FRANCISRANCISCO HERNANDEZ • • • • • • • • • • •• • FtLORIDA PE 51393 I SHEET 2 OF 21 SEE SHEETS • • • • • • ••• • • • • • • • • • • • • • • • iF • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ••• . • • .•• • • . •• •• •• •• • • •• •• • • •• • • • • • • ••• • •• • • . • •• • •• •• •• • • • • •• •• •• • • • • • •• MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGTTT•AR MTTIJJON5 * TABLE. # 1 • • ••• • • • •• • • • • • • • • • . • • • MULLION DESIGN LOAD - PST MULLION DESIGN LOAD - PST MULUON DESIGN 1040 - 4s • 55868510445 kUUJON tPJLUON MULLION MIlLUGN DIMENSIONS MU'WCN :MULLION MULLION MULLION OiMENSX)NS° MOWN MUUJO1' 'WIDTH (W) 1' X 2' X 1/8' 1" X .3' . X ix 1' X 4" X yr 1' X 4' X 1'4' WIDTH-(W) SPAN 1' X 4' X 1/4" 2" X 4" X 1/6" 2' X 6' X 1/8' 2' X 8" X 1/4" WIDTH M') SPAN- 2' X 6" X1/8. 2' X 6" X 1/4. 27'- 39" . 1285 •140.0 140.0 140.0. 27' 84" • 143.0 115.4 140.0 140.0 27° • 1�0" 122.8 140.0 37' ' 93.75 140.3 140.0 140.0 , f 37' 112.8 .64.20 -140.0 140.0 37' 89.45 140.0 48 72.25 140.0 140.0 140.0 48' 87.00 64.93 140.0' 140.0 48" 58.50 60' 57.80 119.9 14017 140.0 50" 50 -.3 5i.90 1125 140.0 60' 55.15 101.3 66" . 5255 109.0 5404 1403 66' 63.25 47.20 102.3 140.0 55' 50.15 9210 74' 46.85 97.25 140.0 142.0 74" 56.40 42.10 91.25 140.0 74` 44.70 82.15 SD" 43.35 90.00 140.0 140.0 BC' 5215 38.90 84.40 ..140.0 60' 41.35 76.00 27' I `51' • 57.45 • 140.0 140.0 140.0 27' 3�, 125.7 77.30 140.0 140.0 27' 126' 111.2 140.0 37' 4190 113.7 140.0 140.0 37° 9.70 56.40 140.0 140.0 37" 81.15 140.0 48' 3230 87.65 140.2 140.0 48° 70.70 43.45 1226 140.0 48' 6255 114.9 70.10 1128 140.0 6C' 56.55 34.75 98.00 140.0 6G' 50.00 91.90 66' _ -" 5375 1 025 140.0 66 51.40 31.60 89.15 140.0 66' 45.45 83.50 74' - 56.65 91.45 140.0 74' 45.85 28.20 79.50 140.0 74 .055 80• - 52.60 84.60 140.0 42.40 - 73.55 _ 135.1 80' 37.50 68.90 27' r se' - 111.9 140.0 140.0 06' _ 103.6 64.45 140.0 140.0 27' 132" 101.3 140.0 37" - 81.65 140.0 140.0 37' 75.55 47.00 139.7 140.0 3T 73.90 135.8 - 62.95 109.0 140.0 q8' 5825 36.25 107.7 140.0 48' 57.00 104.7 60" - 50.35 87.20 140.0 607 45.60 20.00 86.20 140.0 80. 45.60 83.75 66' - 45.75 79.25 140.0 65' 42.35 - 7835 1 140.0 66" 41.50 78.15 74' - 40.80 70.70 136.3 74" 37.75 - 69.90 128.4 74 36.90 6790 90" - 37.75 65.40 128:0 80' 35.00 - 64.55. 118.7 80' 3425 62.80 27' 63" .. - 87.30 140.0 140.0 27' 102' 8635 54.30 140.0 140.0 27" 138. 92.70 140.0 17- - 53.70 119.8 140.0 37' 63.00 39.50 123.8 140.3 37' 67.65 124.2 49' - 49.50 92.40 140.0 48" 46.55 3050 '95.45 140.0 48" 5215 95.60 60' - ' 39.30 73.90 140.0 60' 38.85 76.35 140.0 60' 41.70 76.60 66' - 35.70 6720 131.5 66' 35.30 - 69.40 127.5 66' 37-90 69.65 74' - 31.85 59.90 1173 74' 31.50 - 61.90 113.7 74' .33.80 6210 80" - 29.45 55.40 108.4 80' 29.11 - 57.25 105.2 80' 31.25. 57.45 27" 75' - 51.75 111.0 140.0 27' 108' 72.70 46.10 140.0 140.0 27" . 144" 65.10 140.0 37' - 37.75 81.00 140.0 37' 53.00 36.65 110.4 140.0 37' 62.10 114.1 46' - 29.10 62A0 122.1 46' 40.90 - 85.10 140.0 '48' 47.85 87.90 60" - -60' 49.90 97.713 60" 32.70 - .. 6810 125 .1 3830 7035 66' - _ 45.40 88.85 66' 29.75 - 61.90 113.7 66" 34.80 63.50 74' -° - 40.50 79.25 74' - - 55.20 101.4 74' 31.00 57.00 80' - - 37.45 7330 50' - - 51.00 93.80 80' 28.70 52.70 • • .• • • • • •• • • • • •• • .•' • • • • • • • • • • • ••• •• • • .• • • • • • • • • • • • I -HORIZONTAL 1 • • I , RECTANGULAR • 1 MUWCH • f • • • • • •• GLAZING PRODUCT CLAZLNG PRODUCT RECTANGULAR 8UU.i0N GLAZING PRODUCT 50 I1UJJ0N SPAN TRIBJTARY WIDTH (W) = W1 + W2 2 HORIZONTAL MULLION VERTICAL RECTANG. MULLION GLAZING GLAZING PRODUCT PRODUCT WI- I W2 TRIBUTARY WINK (W) = WI + W2 2 VERTICAL MULLION MULLION SPAN 11, NOTES: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 555.111ii111� 2.- MULLIONS"ON THIS CHART` (S*.3. �'4 °4',.. ORIENTED VERTICALLY AND/OR:.`H T•Z'Qc €LY:•�p� .c' SEEi-litiNS k,N51353 E* 1 •* * =-o =. 6Et_ %.0 STALL OF .<i/\ Uf:1OP •�\ i/ RA15,5,5 ERANCISCO HERNANDEZ FLORIDA PE # 51393 3.- SEE MULLION CROSS SHEET 2 OF 21. PRODUCT REVISED as complying with -the Florida Building Code NOA-No. 17-1226.22 Ex !ration Date 03/28/2023 By NilamiOade Produc Sunshine Windows Manufacturing, Inc. 1745 W. 33.d Plus Ke eoh; Fiedo. 31012' Ph:. (305)354-H552 Far.(305)528-5118 S M) b i 1 rn' N 0 o z DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 3 OF 21 ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR_MULLIONS TABLE#2 ' ANCHOR DESIGN LOAD - PSF OIAEINS ANCHOR TYPE A ANCHOR 1YPE 8 ( ANCHOR TYPE ANCHOR TYPE 0 -TOTH (Yel SPAN CONEb/Ry3K0NS CONE -GOWNS CONFZURATIONS CCNAGURAPON . Al A2 A3 51' 92 83 • C1 C2 • C3 02 133 94 2T 39" 7226 140.0 140.0 140.0 140.0 140.0 .140.0 140.0 140.0 140.0 140.0 140.3 37' 527 3 10546 140.0 140.0 140.0 140.0 122.15 140.0 140.0 127_15 140.0 140.0 4g' 40.55 5129 12194 116.1 1400 140.0 9.4.15 140.0 140.0 94-15 140A 140.0 60' 32.52. 65.03 9755. 94.50 140.0 140.0 75.32 140.0 140.0 7522 112.55 140.0 66' 2956 59.12 58.68 85.90 140.0 140.0 68.48. 135.95 140.0 6846 10271 135.95 74" 26.37 52.73 79.10 76.60 140.0 140.0 61.07 122.15 140.0 51.07 91..61 122.15. 80' 24.39 48.78 73.16 70.85 140.0 140.0 - 56.49 112.98 140.0 56.49 84.74 11298 27" S1, 55.26 110.52 140.0 140.0 140.0 140.0 128.00 140.0 140:0 128.00 1400 140.0 37' 4032 80.65 .120.97 1172 140.0 140.0 93.41 140.0 140.0 9341 140.0 140.0 48' 31.06 62.15 93.25 90.35. 140.0 140.0 17200 140.0 140.0 72.00 105.00 -140.0 60' 24.87 49.733 74.60 72.25 140.0 140.0 57.50 11520 140.0. 57.60 86.40 115.20 66' 22.61 45.21 67.82 55.70 131:4-- 140.0 52.35 104.73 140.0 52.36 78.55 104.73 74' 20.16 40.32 60.48 58.60 117.2 140.0 46.70 93.41. 140.0 46.70 70.05 93.41 80' 18.65 37.30 55.95 54.20 108.4 140.0 43.20 96.40 129.60 43.20 64.60 66.40 27' 68• • 48.59 97.16 140.0 140.0 140.0 140.0 112.55 140.0 140.0 112.55 140.0 140.0 37' 35.46 7091 105.37 103.0 140.0 140.0 8213 140.0 140.0 82.13 12320 140.0 48' 2733 54.65 81.99 79.45 140.0 140.0 6331 126.62 140.0 63.31 94.97 12662 60' 21.88 43.73 6559 6355 127.1 140.0 50.55 101.30 140.0 .50.65 75.97 101.30 56" 19.88 39.75 59.63 ( 57.75 115.5. 140.0 46.04 92.09 136.13 46.04 69.07 92.09 74" 17.73 35.45 53.18 51.50 103.0 139.1 41.07 82.13 123.20 41.07 61.60 82.13 80• 16.40 32.80 49.20 47.65 95.30 128.7 37.99 75.97 113.98 37.99 56.98 75.97 27" 44.73 89.46. 13420 130.0 140.0 140.0 . 103.62 14 _0 -140.0 1103.62 140.0 140.0 37" 32.64 65.28 9793 94:85 140.0 140.0 75.61 140.0 140.0 75.61 113.42 140.0 48' 25.16 5532 75.49 73.10 140.0 140.0 SR TO 11 E57 140.0 5829 87.43 116.57 60• 20.13 4026 6039 58.50 117.0 140.0 46.63 93.26 139.89 46.63 69.94 93.25 ' 56' 1830 3660 54.90 5110 1053 140.0 42.39 84.78 127.17 42.39 63.58 84.78 74. 16.32 3264 46.96 47.40 94.85 128.1 37.81 75.61 113.42 37.81 56.71 75.61 60' 15.10 30.19 4529 43.85 87.75 118.4 34.97 69.94 104.91 34.97 52.46 69.94 27' - ' 37.58 75.15 112.73 109.2 140.0 140.0 87.04 140.0 1400 87.04- 130.56 140.0 37' 27.42 54.84 82.26 79.70 140.0 140.0 63.52 127.03 140.0 03.52. 95.27 127.03 48' 21.14 42,27 63.41 61.40 122.8 140.0 48.96 97.92 140.0 48.96 73.44 9792 50' 18.91 33.82 50.73 49.10 9830 .132.7 39.17 78.34 117.50 39.17 58.75 78.34 66" '15.37 30,74- 46.11 44.65 89.35 120.6 35.51 71.21 106.82 35.61 53.41 71.21 74' 13.71 27.42 41.13 39.85 79.70 107.6 3126 63.52 95.27 31.76 47.64 63.52 60" 1268 2526 38.04 36.65 73.70 9950 29.38 58,75 88.13 29.38 44.06 58.75 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS7 AND 80621 A2 SHr.E1 9 OF 21 A7 SLEETS 10 AND 11 OF 21 B1 SHET_T 12 OF 21 B2. SHEET 13 OF 21 B3 SHEET 1,3 AND 14 OF 21 CI S%56015 OF 21 CZ SHEET 16 OF 21 C3 SHEET 17 OF 21 02 SHEET 18 Of 21 03 %at se OF 21 04 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE ANTwCHOR I OE$CIP110N OF ATTACHMENT A 111,01. H 1' BY WOOD BUCK INTO CONCRETE !MASONRY OR 1,000 SUBSTRATE. B 1INTO CONCRETE SUBSTRATE C (INTO METAL SUBSTRATE 0 INTO META: SUBSIFAT'E (WP.110N TO {41UON). FOR ANCHOR CUPS SEE DE6A45 1 AND 2 ON SHEET 2 OF 21 F2R ANCHOR UPS SEE DETA5S 5,,6.. 7, 8, 9 AND 10 ON SHEET' 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 1 AND ON SHEET 2 OF 21 -HO'BZONTAL I RECTANGULAR. j MULLION PRODUCT FOR ANCHOR CUPS SEE 1) TAI 6 3 AND 4 ON SHEET 2 OF 21 FOR. ANCHOR CUPS SEE DETAILS 3 AND ON SHEET 2 OF 21 GLAZING PRODUCT 4 1 MOWON SPAN TRIBUTARY KTDrd (w) _. w1 4 W2 HORIZONTAL MULLION FOR .ANCHOR CLIPS SEE DETAILS 3 AND 4 ON ON SNEET 2 OF 21 NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ApIGHQF7•CL4pS CROS'iS SECTIIONS•AND LOCATIONS DETAILS ON SHEET�2OF•2! • • • • • • • PiVAUC•r•REVISED •• asForoplying with the Florida B Idi�p •• ••• •• • N 4-P.0 17-1226.22 Entritti•n Date 03/2812023 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • BY • *Mom* a roducit o t.= • • td•• • • i • . • • • • • (.,J • • - .:RTICAL RFCTANG111 AR ML'WON GLAZING PRODUCT x, 1{ 31 I VERTICAL 6 RECTANG. MUWON GLAZING PRODUCT GLAZING PRODUCT w1 W2 TRIBUTARY WIDTH (W) = w1 4 W2 2 VERTICAL MULUOI4- No.513'33 STATE of .. CRIC!P.•"'G\�� lVAL 1� 111i111t Z. FRANCISCO HERNANDEZ FLORIDA PE # 51393 * 0 Sunshine Windows MGnuioctoring, Inc. 1745 W. 33,d Ploce. !:m!rm. Fioricu 33012 j Ph: (305)3E4-9952 Fax:(305)025-5118 ALIMINUVI Ti; 66 8 DRAWING No. M201 1 DATE: 02-11-13 SCALE.' NTS. SHEET 4 OF.21 • • • • • • • • • • • • • • • • • • • • • • • • • •• . • •• •• • • • •• • • • • • •• • • • • • ••• • • •• • • •• • • •• • • • • • • • • ••• • • •• • • •• •• • •• •• •• • • • ••• •• •• • • • •• •• •• • • • • • • • • ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MILLIONS ' TABLE. # 3 ANCHOR DESIGN LOAD - PSF ANCHOR- DESIGN LOAD - PSF DIMENSIONS , AtY710R TYPE A A.4010'n ME B -ANCHOR iYl6 C , OA40(QGIi3 ANCHOR ME A ANCHOR TYPE 6 ANCHOR TYPE. C WIDTH CO FIGURATIONS Ffi„NS CON1PATIO60 CONPCJRAI0046 14r'7i TH SPAN - CONAGURA110N5 CONF1GURA11C41S CONFIGURATIONS A2 A3 22 63 C2 C3 A2 A3 82 83 C2 C3 .. 27' - % a A 64....4 67.10 100.65 140.0 140.0 140.0 140.0 27' �� 4697 70.45 136.5 140.0 108.80 140.0 37' 4896 73.45 140.0 140.0 113.42 140.0 3T 34.27 51.41 29.60 134.5 79_33 119.09 48" 37.74 56.61 109.7 140.0 87.43 131.14 48' 26.42 39.63 76.80 103.E 0120 91.80 EO' 30.19 45.29 87.75 118.4 69.94 104.91 60' 21.14 31.70 61.40 82.90 48.96 73.44 66' 27.45 41,17 79.75 137.7 63 95 25.38 65' 19.21 28.82 55.85 75.40 44.5`. 66176 74' 24.48 36.72 71.15 96.05 56.71 85.07 74' 17.14 25.71 49.80 67.25 39.70 59.55 74' - 2265 33.97 65.80 88.85 52.46 78.69 74' 15.85 23.78 46.00 6220 36.72 55.03 27' 90'i26' 62.63 93.94 140.0 140.0 140.0 140.0 27' 44.73 67.10 130.0 140.0 103.62 140.0 37' 45.70. 68.55 1328 40.0 10565 140.0 37' 32.64 48.96 94.85 128.1 75.61 113.42 48` 3523 52.84 102.4 1382 8150 122.40 48' 25.16 37.74 73.10 98.70 58.29 87.43 60' 28.18 42.27 81.90 1105 65.28 97.92 60' 20.13 30.19 5150 76.00 46.63 69.94 68' - 25.62 38.43 74.45 100.5 59.35 89.02 66' 1830 27,45 53.15 71.80 . 42.39 53.58 22.85. 34.27 66.40 89.65 52.93 179.39 74' 1632 24.48 47.40 64.00 37.81 56.71 74' 21.14 31.70 61.44 82.90 48.98 73.44 74' 15.10 22.55 43.85 59.20 34.97 52.46 t 27- 96' 58.71 86.07 140.0 1400 136.00 140.0 • 27' - 132' 42.70 64.05 124.1 140.0 98.91 140.0 3T 42.84. 64.26 1245 140.0 99.24 140.0 37" 31.16 46.74 90.55 122.2 72.18 108.27 48' 33.03 49.54 96.00 129.6 76.50 114.75 48' 24.02 36.03 69.85 94.25 55.64 83.45 60' 26.42 39.65 76.80 103.6 61.2D 91.80 -" 60` 19.21 28.82 55.85 75.40 44.51 66.76 ,. 6.5' 24,02 - 36,03 6990 9425 55.64 83.45. 66' 17.47 26.20 50.75 69.55 40.46 60.69 74' 21.42 3213 62.25 84.05 49.62 74.43 74' 15.58 23.37 45.25 61.10 36.09 54.13 74' 19.82 29.72 57.60 77.75 45.90 68.85 ' 74' 14.41 21.62 41.85 56.55 33.58 50.07 2T 1C2' 55.26 82.89 1140.0 140.0 128.00 140.0 27' 136' 40.84 6126 118.7 140.0 94.61 140.0 37' 40.32 60.48 117.2 140.0 93.41 140.0 37" 29.B0 44.71 65.50 116.9 69.04 103.56 48' 31.08 46.62 90.35 121.9 7200 108.00 48' 2297 34.46 66.75 90.10 53.22 7993 5D' 24.887 37.30 72.25 9755 ' 57.83 66.40 60' 18.38 27.57 53.40 72.10 42.57 63_85 66' 2261 33.91 65.70 88.70 52.36 7855 56' 16,71 25.06 46.55 66.55 38.70 58.06 74' 20.16 30.24 58.60 79,10 46.71 70.05 74' 14.90 22.35 4130 58.45 3452 51.78 74' 18.65 2797 54.20 73.15 43.20 64.60 ., 74' 13.78 20.68 40.00 54.00 3.1.93 47.90 27' _ . 108" .' 52.19 7828 140.0 ' 140.0 120.69 140 0 27' ' 144' 3914 58.71 113.7 140.0 90.67 136.00 3T 38.08 57.12 110.7 140.0 0022 132.32 37' 28.56 42.84 8100 112.0 66.16 99.24 48." 29.36 44.03 85.30 115.2 68.00 102.00 48' 2202 33.03 64.00 86.40 51.00 76.50 60' 23.48 3523 68.25 92.15 54.40 81.60 60' 17.61 26.42 51.20 69.10 40.80 61.20 66' 21,35 32.02 62.05 83.75 49.45 74,18 .66' .16.01 24.02 46.55 62.80 37.09 55.64' 74' 19.04 28.56 55.35 74.70 44.11 66.15 74' 14.28 21.42 14150 56.00 33.08 49.62 - 74' 17.61 26.42 51.20 69.10 40.80 61.20 74" 13.21 19.82 38.40 51.80 30.60 45.90 • • ••• • • • • •• • • . COGURATIO� • ,• • TIMED iN •• •• •• • = 42 SH6l 9 OF 21 A3, Sta?S 10 AHD 11 OF 21 61 SHEET 12 OF 21 B2 3(807..13 OF 21 63 SHEET 13 AND 14 OF 21 Cl SfFET 15 OF 21 C2 slur -16 OF 21 C3 SL17ET 17 OF 21 C2 SHEET 16 OF 21 D3 WEFT 18 OF 21 D4 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE • • • • • • • • . • • • • • • • • • • • • • • • • ANCHOR DETAILS • CROSS REFERENCE TABLE • • •, • • • ' • (F4F.'.TA ALAg•MUL L1O S)� • • FOR ANCHOR CUPS •SET_ DETAILS • 1 AND 2, • ON Si!«' 2 OF 21 • • FOR ANCM3R CLIPS • • SCE DETAILS 5, 6, 7, 8, 9, AND 10 ON SHEET2 OF 21 ATM DR DESC1PTION OF ATTACHMENT A TROUGH 1' 8Y WOOD BUCK INTO CONu^RE1E, MASONRY OR WOOD SUBSTRATE. g . INTO OONCRET. S380111ATE C INTO METAL SUBSTRATE 0 WO' UE:A( SUBSTRATE (M'JWON TO MULLION) FOR AN:NOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND ON 5HET' 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 NOTES: 1.- INTERPOLATE' FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND DETAILS ON .SHEET 2 OF 21. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.22 Expiration /Date 03I 812023 Mlam�/Dade Protl Co rtrj`I V/ ( ✓ FOR ANCHOR CUPS SEE DETALS 1 AND 2 ON ON SHEET 2 OF 21 iHORIZONTAL. RECTA4GUiAP. GAZING \ I MULLION PRODUCT 1 " - L1L G92169 N RECTANGULAR I40W04N GLAZING M PRODUCT PRODUCT MULLION SPA! TRIBUTARY 'WIDTH (W) = NI + W'2 2 HORIZONTAL MULLION( VL70T64L RECTANG. MULLION GLAZINGGLAZING UCPRODUCT ::4 W2 ' TRIBUTARY WIDTH (N') = W1 + W7 2 YEECi.1 MULLION 141 0 3EI L ,`\1▪ 1111IIN11j7j/ `.� GQ II�R ::::* 4 ' No. 51393 LOCATIONS =* *, =� (/ • SIAi F. i1P :� Z7J� �■ [11111; FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 17,5 W. 33rd. P!aea tiakafi, Florida 33012 Ph: (305)384-9952 F...(305)828-51_;8 "i 1 0 pppOOO1I�� 7 N N b - zo N DRAWING No. M201,1. DATE 02-11-13 SCALE: NTS SHEET 5 OF 21 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE # 4 MULLION- DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DIMENSIONS MiJLUON MULLION 9 4CH0R IYPE 5 ANCHOR T1PE C WIDTH (W) SPAN' 31/2'0 X 0.082" 42'0 0 0.125' CO.NFlGURATN14S CONFIGURATIONS 8R2 ER3 I 8R4 CR2" CR3 CR4 27' 140.0 140.0 140.0 140.0 140.0 140.00 144.0 . 14000 37' 1'6.9 - 140.0 140.0 140.0 140.0 122.15 140.00 140.00 491' 90.10 144.0 118.1 140.0 113.2 94.15. 140.00 140.00 60' 72.10 140.0 94.50 127.6 90.55 75.32 112.98 140.00 66' 65.55 129.0 85.90 116.0 82.35 68.48 102.71 136.95 74' 58.45 115.0 - 76.60 103.4 73.45 61.07 91.61 122.15 80' 54.00 106.4 70.65 95.70 67.90 56.49 84.74 112.98 27' 51' 93.70 140-0. 140.0 140.0 140.0 128.00 140.00. 140.00 37 - 68.35 134.5 117.2 140.0 1123 93.41 140.00 140.00 52.70 103.7 90.35 1219 86.55 72.00 108.00 14000 60• 42.15 82.90 72.25 97.55 69.25 57.60 86.40 115.20. 65' 38.30 75.40 65.70 88.70 6295 52.36 7E155 104.73 74• - 67.25 58-60 79,10- 56.15 4670- 70.05 93.41 �• - 5220 54.20 73.15 51.95 43.20 64.80 85.40 2r 72.40 140.0 140.0 140.0 135.3 112.55 140.00 140.00 37' 52.85 104.0 103 0 139.1 98.75 82.13 12320 140.00 48' 40.75 8015 79.45 107.2- 76.10 63.31 94.97 126.62 60' 32.60. 64.15 63.55 .. 85.80 60.90 i 50.65 75.97 101.30. 66' - 58.30 57.75 78.00 55.35 46.04 69.07 9209 74• - - 5200 51.50 69.55 49.35 41.07 61.60 8213 807 - - 48.10 47.65 64.35 45.65 3799 56.98 75.97 27' 63' 6125 120.8 130.0 140.0 124.6 103.62 140.00 140.00 37• 44.70 88.15 94,85 128.1 90.90. 75.61 113.42 140.00 48' 34.45 67.90 73.10 98.70 70.10 58.29 87.43 116.57 60' - 54.35 58.50 78.95 56.05 46.63 69.94 93.25 56' - 49.40 53.15 71.80 50.95 42.39 63.58 84.78 74' - 44.00 47.40 64.00 45.45 3781 56.71 75.61 80' - 40.75 43.85 59.25 42.C5 34.97 52.45 69.94 27' 75' 36.31 81.65 109.2 140.0 104.6 87.04 130.56 140.00 37' - 59.55 79.70 107.6 76.35 . 63.52 95.27 127.03 48• - 45.90 61.40 82.90 58.85 48.96 73.44 9792 5p^ - 36.70 49.15 66.35 47.10 39.17 55.75 78.14 �• - 33.40 44.65 60.30 42.80 35.81 53.41 7121 74' - - 39.85 53.80 38.15 31.76 47.64 63.52 �• - - 36.85 49.75 35.30 29.38 44.05 55.75 ANCHOR DETAILS CROSS REFERENCE TABLE (ROUND' MULLIONS) CONFIGURATIONS TOP VIEW LOCATED ON SECTION LOCATED ON ?R2. SHEET 19 OF 221 SHEET 21 OF 21 8R3 9f6r5T 19 OF 21 SHEET 21 OF 21 894 SHEET 200 21 SHEET 21 OF 21 092 SHEET 19 G.- 21 SHEET 21 OF 21' C R3 SHEET 19 OF 21 SHEET 21 OE 21 p44 SHEET 20 OF 21 SHEET 21 OF 21 DESCRIPTION OF - ANCHORS PER TYPE (ROUND MULLIONS) ANCHOR 1'PE DESCIPTION OF ATTACHMENT INTO CONCRETE 506109415 INTO METAL SUDSIPATE FOR ANCHOR CUPS SE DETAIL 11 ON SHEET 2 OF 21 FOR ANCHOR CUPS SE DETAIL. 11 ON SHEET 2 OF 21 GLAZING PRODUCT p jIt T'-RORL-) VEROCK. ROUND MULLION GiA21NG, PRODUCT W7 W2 1218UTA.RY WIDTH (W) = W1 + W2 2 NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21. 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. • • • • • • • • • .PPpDUCT REVISED • s m i In with the Florida •• •• •• •• .• • •••Bu4dl jpp Code • ig40A-Nre 17-1226.22 •• • • • •• • • Hap?ration Date 03/28/2023 By Miami ado 1 • ••• • • • rr , • • • • • • • • • !/• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • Cont 1 1 VERTICAL MULUDN 2 .` VV c.C9 LNER r'/i •.......Y4 4. .r1 No. 513E3 A�}�^•.. STATEOF •.:1 �LF�„ 10 0,,•• \� 11t1 tom_ t�-t�-- FRANCISCO HERNANDEZ FLORIDA PE .# 51393 Sunshine Windows Manufacturing, Inc. 1745- W. 33rd Place H1e9oh, Florida 33012 141 (305)364-8-e52 -.dt(335)82a-511a ALUMINUM TUBE MULLION L.M.I. 0 o: 03 O H I 0 0 N z° r` DRAWING No. M2011 DATE: 02-11-13 51'41 F. NTS SHEET 6 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .•• • • • • •• •• • • • • • • • • • •• • • ••• • • • •• • • • • • • •. • • ••• • • • .• •• • • . • • • • • • • • .• • •• ALUM. VI MUWON CUP - I • • ••• • • • • • • • .• _ • _ - • • ANCHOR CONFIGURATION TYPE Al ' '•• • • • FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS WITH V1 MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK r-CL 0 A ALUM. TUBE MUWON -� ! 1 1°X2"X 1/8" 1" X 3" X 1/8: TOP VIEW I I i ALUM. TUBE MULLION—' rn) 11 11 .11 II It ALUM: VI •• • • MULLION CUP" • ••• • • • • • • • • • • • • • •• • • •. •• •• • • • •• OOO • • • • • 1" BY W000 BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFF CCIAL PRIOR TO MULLION INSTALLATION NOTE: ANCHOR CONFIGURATION TYPE .Al AS SHOWN IS VALID FOR MUWONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE if 2 ON SHEET 4 OF 21. MIN. SIDE VIEW A !I Ii I I 1/4"ELCO ULTRACON ANCHOR THROUGH i" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (1) PER LEG 1/2" MAX • • • • • • • • r' 'T --OR -� •• • • • • • • • • •• • i { it 11 8 I. li 411 il 1 1yam" .� E.D. ,.„, n I!• d ALUMINUM V1 MULLION CUP 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION. 2 5/8' TNT LENGTH FOR 1" X 3' X 1/8" MUWON. 1" 9Y WOOD BUCKS BY OTHERS � SHALL BE PROPERLY ANCHORED ' TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION 2 1/2" MIN. SIDE VIEW 9 1/4° ELCO ULTRACON ANCHOR •THROUGH 1" BY WOOD BUCK 1 3/4° MIN. EMBEDMENT INTO CONCRETE/MASONRY (1) PER LEG ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X. 3" MULLIONS • NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS t5/8" WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2" OR 3" 0 #14 HILTI KWIK FLEX B SELF DRILLING SCREW-- L (2) EA. ANGLE --1 2" X 2" X 1/8" ALUM. ANGLE A ALUM. TUBE MUWON 1" X. 2" X 1/8" 1"X3"X i/8" TOP VIEW 1 "• ltr4 ALUM_ TUBE. MUWON --+1 l,. #14 HILT' KWIK FLEX Yl SELF DRIWNG SCREW III (2) EA. ANGLE I, NOTE ANCHOR CONFIGURATION TYPE Al AS SHOWN 15 VALID FOR MULLIONS 1' X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 'll Ild LL• 3" MIN. SIDE VIEW A --• 2" X 2" X 1/8" ALUM. ANGLE —1" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION 1/4° ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (1) PER ANGLE #14 HILTI KWIK FLEX SELF DRILLING SCREW (2) EA. ANGLE 1/2" MAX 5/8 2" X 4" X. 1/8" ALUM. ANGLE:. 1 5/8" INT. LENGTH FOR • 1" X 2" X 1/8" MULLION. 2 5/8" INT LENGTH FOR 1" X 3" X 1/8° MULLION. -1".BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULUON INSTALLATION d d dll� C E.D. 2 1/2" MIN. SIDE VIEW B � P 1/4' ELCO ULTRAQpF1 THROUGH 1" BY OI 1 3/4" MIN. E/I.B CONCRETE/MASON (1) PER ANGI.t* -0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.22 Expirat' n Date 03/28/2023 alnNite Pfor \1111ittittli/' RHERN'/ ;/, • . Bt�Gt(eNsE '. � 9tij: ,ENT INTO '.c1� No. 51393 * *v SIAIE OF '. itl\t\ Z-I —t.�- FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine-44indows Mcnufccttirnj, Inc. 1745 W.' 33rd Pima eiceseh FlMdo 33012 Pie (305)364-9952 F4(305)804-5118 ot J 0 N DRAWING No. M201 DATE: 02-11-13 SCALE: NTS ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN WOOD WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE B r-CL l' ALUM. Vi MULLION CUP 2' OR 3" I �i -- AUMINUM VI MULIJON CLIP 1 5/8" INT, LENGTH FOR 1" X 2" X 1/8' MULLION. Sunshine Windows Monti aCiufing, Inc. —F `v i 2 5/8" INT. LENGTH FOR 1745 W. 3311 Fiob ._.J I MULLION. a `4 Florida ALUM. V1 MUWON CLIP I 11 i t I 2` BY W000 BUCK OR WOODEN STRUCTURE ) I 1" X 3" X 1/8" Pc: (305)364-4452 Fax:(305)928-51 8 f I II !, I BY OTHERS. I BE PROPERLY ANCHORED ! t I s SHALL I TO WITHSTAND LOADS IMPOSED BY GLAZING tr------�I It-- _ - - I I I- BY WOOD BUCK OR WOODEN STRUCTURE I -___- LL AWM. TLBE MU ION !�I I PRODUCTS TO THE STRUCTURE AND I 1 I! BY OTHERS r PROPERLY r I SHALL 8 PRd, :RLY ANCHORED HOR D ALUM. TUBE MULUON-y-- !! ! !I Lit I SHALL BE APPROVED BY BUILDING OFFICIAL i PRIOR 10 MtiWON INSTALLATION 1/ tan . It k !I it 9 !' I 1 TO WITHSTAND LOADS IMPOSED BY GLAZING j I p}tODUCTS TO T}E STRUCTURE AND I BE APPROVED BY BUILDING OFFICLAL .: 4. x 2' x 1l/8' _, i SHA I. 1" — NI( 1i--7--, li �' 1 PRIOR TO MULUON INSTALLATION - I '< 1/4" ELCO ULTRACON ANCHOR -I0. 11 U U -- 1/4" ELCO ULTRACON ANCHOR j 1 1 3/8" MIN. EMBEDMENT INTO WOOD ! — U 1 3/8" MIN. EMBEDMENT INTO WOOD TOP VIEW (1) PER LEG I 1 (1) PER LEG E.D. X ALUMINUM TUT: MU 3" k r 1" MIN. NOTE: ANCHOR CONFIGURATION • MUWONS 1" X 2" FOR ANCHOR DESIGN MIN. TYPE Al AS SHOWN IS VALID FOR X 1/8" AND I" X 3° X i/8". SIDE VIEW A SIDE. VIEW B LOADS SEE TABLE 12 ON SHEET 4 OF 21. - ANCHOR CONFIGURATION TYPE Al y 2' OR 3' -- 2" X 4" X 1/B" ALUM. ANGLE 1 5/8" INT. LENGTH FOR 1" X 2' X 1/8" MUWON. 2 5/8" INT. LENGTH FOR 1" X 3° X 1/8" MUWON. FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACON ANCHORS IN WOOD Iva- 5/8" WITH 2" X 2" 1/&" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE -'— t r- 7 I 1 / 14 HILT] KWWK FLEX SELF DRIWNG SCREW (2) EA ANGLE $ 1" .2" X 2" X 1 B" / 114 HILT! KWIK FLEX ALUM. ANGLE SELF DRILLING SCREW -4 1 II T I ' -I �1 ,Lr l! T--+- $ II I Y BY WOOD,BUCK OR WOODEN STRUCTURE BY OTHERS, w u 2" R i X 1/8" ALiM. ANGLE _ r _ -_ � — � ALUM, TUBE MULLION — f- 2) EA ANGLE —2" BY WOOD BUCK OR WOODEN ( 14 j ` jj STRUCTURE BY OTHERS.', �L�— MAX.- SHALL BE PROPER05 ANCHORED GLAZING i TO WITHSTAND LOADS IMPOSED BY AZL':v ', PRODUCTS TO THE STRUCTURE. AND OFFICIAL o v o o o aN -t o i' '' I i SHALL BE PROPERLY ANCHORED �I TO WITHSTAND LOADS IMPOSED BY — -' SHALL BE APPROVED BY BUILDING '�. PRIOR TO MULLION iNSTALATION, � ,_ z ^- ag a A >14 H1LT1 K.Y,9K FLEX SELF DRIWNG SCREW I i -t1 GLAZING PRODUCTS TO THE STRUCTURE AND Z! J ULTRACON ANCHOR z z z zx SHALL BE APPROVED BY .BUILDING / I / U' 1 4 ELCO I o in o r ,n o w ALUM. TUBE MULLION EA.ANGLE (2)it I 11 OFFICIAL PRIOR TO MULLION ✓ INSTALLATION 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE ,01 P � j i110,, ,'%. ED. \\\x0 1• x 3" x 1/g" II `II I !" MIN. ` �cEnsE'.. Lv W $ T� II �zC,.• r 1/4" ELCO ULTRACON ANCHOR ". l • • VA,/ No. 51393 o 0 U U 1 3/8" MIN. EMBEDMENT INi(i WOO • • • IDE 13 ' _ oN TOP VIEW • * 7! (1) PER ANGLE • • • - I • • 9VODUYCT REVISED ='U a* 3" ` • as•corirplybg with the Florida �O S7ATEOF (V�� • • • • z 't O'''AIYING: M2O tro. i • • • • • NOA-No. MIN. NOA No. 9T-7226.22 �iYw� ottD• •'`(.� E Date 0 812023 ,* ' ON.A fir, S' DATE: 02-11-13 `piration NOTE ANCHOR CONFIGURATION TYPE Al AS SHOWN LS VAUD FOR SIDE VIEW A ey t 2- ( y- (' i t l l I t l SCALE: NTS a MDWONS 1" X 2" X 1/8" AND 1" X 3" X 1/6" • • • • • • Ml•mll ad r ac cor, 1 • • • • • • • FRANCISCO HERNANDQ FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21, • • • • • • • •_ • • 1 FLORIDA PE fj 51393 SHEET 8 OF 21 • • • • `✓ •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • ••• •. . • ••• a • • •. •• •• • • •. .• • . • • • . • . . •.• • . • • •• • •• • •• •• •• ..• .• •• •• •• • • • • •• 2' X X 1/8"-- ALUM. ANGLE ALUM. TUBE MULLION x 4" x 1/8' 1".x 4" x 1/4' 2" x 4" x '1/8" B: 1/2" -1-4 t/2" TOP VIEW FOR 1' X 4" OR 2" X 4" MULLIONS WITH 2" X 5" X 1/8" ALUM. ANGLES 1" OR 2" ALUM. TUBE,MULUON -- 1"x4"x 1/8" ;ice) 1' x 4" x 1/4" Il li 2" x 4" x 1/8" 1i !; it II . • ••• •• • • • . . . ,- . • - • • •, • • • • ••• . • . •. • a • ANCHOR CONFIGURATION TYPE t12• • . . • • . NUMBER OF ANCHORS ERfi�,IQGZE _ (20) ULTRACON ANCHORS• • • SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK #14 HiLTI KW1K FLEX :SELF DRILLING SCREW (2) EA: ANGLE it. n s " . ✓ e u,- =1" BY WOOD BUCKS BY OTHERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS 70 THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR MUWONS 1" X 4" X 1/8', 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND # 3 ON SHEETS 4 AND 5 OF 21: 2" X 5" X 1/8" ALUM. ANGLE L • •114 Q KW�i<•FtEX • • A'81._ • •5`81 .SELF DRIYUNG"SC12Ett-. '•la• • i (2) EA i1GLi • a . M •1 . �.-- •• ••• • • •LI• _•_ •• G1 it --1/4' ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4' MIN. EMBEDMENT INTO CONCP.ETE/MASONRY (2) PER ANGLE 1/2" MAX... 11 5 vc E.D. 2 1/2" MIN. SIDE VIEW B 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4' X 1" X 1/8" MULLION .. 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4' MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MUWON --1" BY WOOD BUCKS BY TONERS MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON- INSTALLATION 1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT .INTO CONCRETE/MASONRY (2) PER ANGLE' 2: X 5" X 1/8" ALUM. ANGLE ALUM. TUBE MUWON 1"x4"x 1/8° 1'x 4"x 1/47 2- x 4" x 1/8" FOR 1" X $ WITH 2' X N 4_ 0'A a r M� ivr_I Y 4 1/2" 1/2" .TOP VIEW ANCHOR CONFIGURATION TYPE A2 4' 0R. 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE' = (2) ULTRACON ANCHORS IN WOOD 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE, r* u" 5 " " , 4"_—t-t 4 114 HILT1 KW11K FLEX 15/8" 5/8 j SELF DRILLING SCREW +--a- -1--�- (2). EA.. ANGLE -' i —N�-I-'; -4 1 1" OR 2' #14 HILT! KW1K FLEX — SELF DRAWNG SCREW i (2) EA ANGLE ALUM.. TUBE MULLION 1 1"x4"x1/8 1 ! 2 X5" X 1/8" 1" x 4" x 1/4' =i ALUM.. ANGLE 2'x4"x 1/8" .111, li 11 li-J i li 11 11 U U U 2' BY..W00D BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VAUD FOR MUWONS 1' X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. SIDE VIEW A 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT tNTO WOOD (2) PER ANGLE 1" MIN. SIDE VIEW B 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" NT. LENGTH FOR 4" X 1' X 1/8" MULLION 3 3/8" INT: LENGTH FOR 4' X 1" X 1/4" MUWON 3 5/8" INT. LENGTH FOR 4' X 2" X 1/81MULLION —2" BY WOOD BUCK OR WOODEN STRUCTURE 13Y OTHERS. MUST BE PROPERLY ANCHORED TO WITHSTAND LOADS IMP 5ED, Ef4,CTLAZING . * TATE OF !V�` LOR101'.•''G' "1 lam NALt�\\ 12—LZ—[� FRANCISCO HERNANDEZ FLORIDA PE # 51393 PRODUCTS TO THE 51 SHALL 8E APPR0VEI2 PRIOR TO MUWDM1 I-1/4" ELCO ULTRAC(DN.'ANC 1 3/8" MIN. E 5 JMENT I (2) PER ANGLE_.., PRODUCT REVISED as complying with the Florida Building Codo NOA-No. 17-1226.22 Ex. iratt • n Date 0312812023 By Miami:DaJde ' roduct on r•1 Sunshine A4ndows Manu(octuring,. lnc. 1745 W. 33rd Plo.e l4N"oA. F1Ada 33012 ph: (305)364-9952 F, (305)626-5t76 ALUMINUM TUBE MULLION I. 0 N z Z = zW z U r LLm 0 N DRAWING No. M2011 DATE: 02-11-13 SCALE:. NTS SHEET 9 OF 21 2" X 5" X 1/8" ALUM. ANGLE ALUM. TUBE MUWON 1" x 4'x 1/8" 1"x4".x1/4" 2."x4"x 1/5" „j of A 9h flANCHOR CONFIGURATION TYPE :A-31_-y I1 4 44 1/2" 1/2" TOP VIEW FOR 1" X 4" OR 2""X-4""MULLIONS "-' —NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS WITH 2" X 5" X 1/B" ALUM. ANGLES SUBSTRATE: 1" BY WOOD-BUCKFASTENED TO GROUT FILLED BLOCK 1" OR 2" ALUM. TUBE MUWON i'x4'x1/8" ' 1" x 4' x 1/4" Ifi 2" r, 4" x 1/8" ii t h u sll.. • N . #14 HILTI KWIK FLEX r- SELF DRIWNG SCREW (3) EA. ANGLE -1" BY WOOD BUCKS BY OTHERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFTCV.L PRIOR TO MUWON INSTALLATION 2" X 5" X 1/8" i ALUM. ANGLE u I: L SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN ;S VALID FOR M•UWONS 1" X 4" X 1/8". 1" X 4" X 1/4" AND 2" X 4 X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 3 ON SHEETS 4 A.ND 5 OF 21. #14 HILT! KWIK FLEX 1 5/8" 5/84 SELF DRILLING SCREW : -}.. fi t (3) EA. ANGLE 1 71 1r— 1-1- CL' ; ;m 1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 1/2" MAX. 1 l� 4 E.D. 1" 2 1/2" MIN. SIDE VIEW B ' —2" X 5" X 1/ 8r AWM. ANGLE 3 5/8" INT. LENGTH FOR 4' X 1" X- 1/8" MUWON 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULUON 3 5/8 INT. LENGTH FOR 4" X 2" X 1/8" MULLION 1' ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE BY WOOD BUCKS BY TONERS. SHALL. BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 2"X5"X1/8" ALUM. ANGLE ALUM. TUBE MULUON 1'x4"x 1/8" 1' x4"x 1/4' 2' x 4" x 1/8- 0, A o TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (3) ULTRACON WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE:. 2" BY WOOD BUCK OR WOODEN ALUM. TUBE MULLION 1" x 4 x 1/8" 1"x4"x 1/4' 2" x 4" x 1/8" u 1' OR 7 #14 HILTI KWIK FLEX rSELF DRILLING SCREW (3) EA. ANGLE I 1 2" X 5" X 1/8" {i ALUM. ANGLE -V i 1--2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHAtl BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A NOTE: ANCHORCONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 2t. #14 HILTI KWIK FLEX SELF DRILLING SCREW (3)-EA ANGLE 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE •• • •• • •• • • • • • ANCHORS IN WOOD STRUCTURE r-2' X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 5/8" 5i8 4" X 1" X 1/4" MULUON 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION 1" MIN. • •SIRE VIEW B • d 8 WDUGT REVISED ,s M n pdewith the Florida 4puiNOA-No. 17-1226.22 Expiration Date %%ct 03178!2023 • Miaq ro • • • • • • BYenirY jc �Y'1 • • • • • • a e o/nH • • • • • •• •• • ••• • • • • • • • L, • • • • • • • •• • • • •• • • • • • • • • -2' BY WOOD BUCK 0R WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSEppBly„GLAZING PRODUCTS TO THE STRU RE'AN01, i SHALL BE APPROVED 138' P ' @ IAL2 PRIOR TO MUWON�d�5 , 1cN �,., 'q� `-1/4" ELCO ULTRACO ANCHOR • 1 3/8" MIN. EM3E MENT IN"10 WOM (3) PER ANCLE r Qom •. �; TATE OF LV NALE�` 12—t211�1'11" FRANCISCO HERNANDEZ FLORIDA PE # 51393 i*= Sunshine Windows Manufacturing, Inc. 1745 W. 33r3 Place Moloch: reetea 33012. Ph: (3O )364-9952 Fax:(385)82E-5118' ALUMINUM TUBE MULLION 0 DRAWING No M201'1 DATE: 02-11-13 SCALE:-NTS ,. SHEET 10 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ` • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •. • • • • • • . . . • • • ANCHOR CONFIGURATION TYPE A • •• • • •• • • •• • • • •• •• •• FOR 2" X 6" MULLIONS NUMBER OF ANCHOR'S PER • 4NGLE =•(3) ULTRACON. ANCHORS WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK, • r • • 6"• • 2„ #14 HILTI KWIK FLEX 14•PjLTI ¶3 Ft • • • • • — SELF DRILLING SCREW S DRIWNGSCREW •-: • t5V„ • • • • 5 8 " (3) EA ANGLE (E.A. ANGLES • • : i :1 •• `,T._.._._. _. . •• • • • • • i IS•• r...-•Ci. ALUM. ANGLE T 1/2' MAX.,. I • 2- X 5" X 1/8" ALUM. ANGLE ALUMINUM TUBE MULLION 2" X 6" X T/8" 2" X 6" X 1/4" A,N B ---CLI 1 1/2" 1 1/2' TOP VIEW ALUM. TUBE MULLION 2" X 6" X 1/8° 2" X 6' X 1/4" i 11 1 it . a jnl{. It il ;a' V p •i L1„ BY WOOD BUCKS BY OTHERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS.. TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PR10R TO MULLION INSTALLATION SIDE VIEW A p n it t L_1/4" ELCO ULTRACON ANCHOR THROUGH 1' BY WOOD BUCK i 3/4' MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE I II it ti D II "Ila Va LD. 2 1/2" MIN. NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MUUJONS 2 X 6' X 1/5' AND 2' X 6` X 1/4", FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B __2' X 5" X 1/8" ALUM. ANGLE, 5 5/6" INT. LENGTH FOR 2" X 6" X/8" MULLION 5 3/6" INT. LENGTH FOR 2" X 6" X 1/4" MULliON n -T; r—i" BY WOOD BUCKS 5Y TONERS. SHALL BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL ill i PRIOR TO MUWON INSTALLATION 1/4" - J ELCO ULTRACON ANCHOR N THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 2" X 5".X 1/8"-- ALUM. ANGLE ALUMINUM. TUBE MULLION 2° X.6" X 1/8" ' 2" X 6" X 1/4" }A 'n B t— i 13. CLI 1 1/2" 1 1/2' TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS WITH 2" X 5" X 1/8; ALUM. ANGLES ALUM. TUBE MUWON 2" X 6' X 1/8" 2"X6"X 1/4" NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS -IN WOOD SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" #14 HILTI KWIK FLEX #14 HILTI KWIK FLEX SELF DRAWNG SCREW SELF DRILLING SCREW-7 r (3) EA ANGLE (3) EA ANGLE I5/8' 2" X 5' X 1/8" i j 1 ALUM. ANGLE LI i•I t u. u 2" BY WOOD BUCK 0R WOODEN STRUCTURE BY OTHERS. SHAD. BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A L-1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MUWONS 2" X 6" X 1/8' AND 2' X 6" X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON 1 6" SIDE VIEW -B PRODUCT REVISED ,5 complying with the Florida Duilding Code NDA-Teo. 17-1226.22 Ex•iraton Date 03/28/2023 SHEETS 4 AND 5 OF 21. By Miami Dade Produc 2' X 5" X 1/8" ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2" X 6° X 1/8" MULLION . 5 3/8" INT. LENGTH FOR 2" X 6" X 1/4" MUWON 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE, APPROVED BY BUILDING OFFICIAL PPJOR TO MUWON INSTALLATION 1/4' ELCO ULTRACON ANWORI II Tr 1 3/8' MIN. EMBEDMENT' (3) PER ANGLE � �C . • q _� �F JGENS�'•.. ijiG �� * STAVE Or 1L�1 z1DP,.%G�� Al 0�\`� 1 —12-1.1- FRANCISCO HERNANDEZ FLORIDA PE # 51393 No. 51393 Sunshine Windows Monufsciuring, !nc 1745 W. 33M Moteffeiwh. rlw;_.. 330.12 Ph, (3,35)364-9952 Fax:(305)328-5118 ti w V -oi . 0 CO VO v ,1 yx.,-• w 6 3 ,, ih 2B }n W 0 0 o•� N N DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 11 OF 21 _ALUM. V1 MULLION CUP 0. A ALUM. TUBE MUWON 1"xx 1/8" 1" x 3" x 1/8" TOF VIEW ANCHOR CONFIGURATION TYPE B1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTP.ACON ANCHORS IN CONCRETE WITH V1 MULLION CLIP SUBSTRATE: 3.000 PSI CONCRETE ALUM. TUBE MULLION- I 1 � tj --ALUM. V1 MULLION CUP 3" MIN. SIDE VIEW A 1/2" MAX. 4 1/4" ELCO UITRACON ANCHOR 1 3/4" MIN, EMBEDMENT INTO CONCRETE (1) PER LEG 2" 0R 3" E.D. 2 1/2" MIN. NOTE ANCHOR CONFIGURATION TYPE 91 A5 SHOWN ON THIS SHEET IS VAUD FOR MULLIONS 1" X 2" X 1/8" AND. 1" X 3 X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. SIDE VIEW B L ALUMINUM VI MUWON CUP 1 5/8" ENT. LENGTH FOR 1" X 2" X 1/8" MUWON 2 5/8" INT. LENGTH{ FOR 1" X 3" X 1/8" MULLION 1/4" ELCO ULTRACCN ,ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (1) PER LEG #11- HILTI KWIK FLEX SELF DRILLING SCREW (2) EA, ANGLE CL i 2' X 2" X 1/8'--- - ALUM. ANGLE, P' ALUM, TUBE MULLION 1" x 2" x 1/8" 1' x 3' x 1/8" VARIES TOP VIEW FOR 1" X 2" OR 1" X 3" MULLIONS WITH 2" X 2" x 1/8" ANGLE 1" ALUM. TUBE MULLION — #14 HILT! KWIK FLEX - SE1f DRILLING SCREW (2) E4 ANGLE ANCHOR CONFIGURATION TYPE BI NUMBER OF ANCHORS PER ANGLE .= (1) ULTRACON ANCHORS IN CONCRETE SUBSTRATE: 3.000 PSI CONCRETE X 2" X 1/8" I ALUM. ANGLE I It 4U • 6 3' MIN. I II L. li -4- SIDE VIEW A 1/4" ELCO 1JLTRACON ANCHOR 1 3/4° MIN. EMBEDMENT INTO CONCRETE (1) PER ANGLE #14 HIL11 KWIK FLEX SELF DRILLING SCREW (2) EA ANGLE 1/2" MAX..1, 2" OR 3" 5/8'- 4 2" X 4" X 1/8' ALUM. ANGLE 5/8" INT. LENGTH FOR iI 1" X 2" X 1/8" MUWON 2 5/8' INT. LENGTH FOR 1-11 O II 1" X 3" X 1/8" MULLION I I tI •• ••• • • • • • • • •• ••• NOTE: ANCHOR CONFIGURATION TYPE B1 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1' X 3" X 1/8". • ••• • FOR ANCHOR DESIGN LOADS SEE TABLE #2 ON HE 4 CI 21. : • • • • •• • • ••• t] a � U E.D. 1! ' II • `41/42":IN.: ••• •• • • • • • • • • s • ••• • SIDE. 1REW B • PDo (L "T REVISED s complying with the Florida Building. Code POA-No. 17-1226.22 Exlrirat on Date 03/28/2023 syj'{ad •Mi ado PrO oc • J - 1/4" ELCO Ulm+ .:' \c,C,O.HF/�ti�' 1 3/4" M!N. EMEDMENT INTO CONCRETE = No. 51393 (1) PER ANg e"'' FS 1� STATE OF Ai.1E? t2-tz—tom FRANCiSCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windon tIonofoctu lnj, I^C. 1745 W. 33rd ?loco Hajeoh. Florida 38012 PO: (305)364-9952 Fa::(305)828-5118 ALUMINUM TUBE MULLION DRAWING No. M201 1 DATE: 02-11-13 SCALE: NTS SHEET 12 OF 21 ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • ••• • • • ••• • • • • • • • • • ••. • • • ••• . • • •. ••' •• . • • j•• •• • •• • •• • • . . • • • . • •• • • ••• • • • • • • •• • •• •• •• • • • • • •• •• • • • • •• 2" X 5" X 1/8" ALUM, ANGLE ALUM, TUBE MULLION-----1-j. 1" x 4" x 1/8" i" x 4" x 2"x 4"x 1/8" to tI. B TOP VIEW ••• • • • • • .. •• • • • • • ANCHOR CONFIGURATK)NYVTB2 • • : • •9. • : FOR 1" X 4" OR 2';. X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE (112) ULTRACON ANCHORS IN CONCRETE. WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE • • - • • •• • • ••• ,v• 4' #14 HIM KWIK FLEX • • • • • #1t HINfI 14WIK•FLEI • 015/8" 5/6" 1" OR 2" SELF DRILLING SCREW SELF DILI I JG0 SCR& 4'1 t' •• • • • •• • • • •• I 1 (2) EA. ANGLE (2) EA ANGLE (r T j 5- 1 ;I ALUM. TUBE MULUON iAii 'I, I 1" x 4" x. 1/8" I i- ( 2" X 5" X 1/8" 1" x 4" x 1/4' I _a ALW.4. ANGLE 'O'er 2"x 4" x 1/5" It 4� 1/2" M --3I I. ' t, It ii ti, u It • It,"e N I I It S. a I SIDE VIEW A 1/4" ELCO ULTRACON ANCHOR 1 3/4° MIN, EMBEDMENT INTO CONCRETE (2) PER' ANGLE 2" X 5° X 1/8" ALUM. ANGLE 3 5/8" INT. WJGTH FOR .4" X 1" X 1/8" MUWON 3 3/8" INT. LENGTH FOR 4' X 1" X. 1/4" MULLION 3. 5/8_' INT. LENGTH FOR 4" X 2 X 1/8" MULLION [A. 2 1/2• 1,14. NOTE: ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VAUD FOR MULLIONS1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES ig 2 AND # 3 ON SHEETS 5 AND 6 OF 22, SIDE VIEW B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.22 E5pjra ion Data 03/28(2023 Miam •a Pro•uct ontr0 fJ 1/4" ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDME..NT INTO CONCRETE (2) PER ANGLE NO.51393 mitiffecii I Z-l•z- l� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Widows Manufacturing, Inc. 1.745 W. 33rd Pion H14iso i, Florida 330i2 Ph.[ (305)364-9952 Pax:(305)825-5116 ALUMINUM TUBE MULLION L.M.L z DRAWING No. M2011 DATE: 02-11-13 SCAT F• NTS SHEET 13 OF 21 • 2' X 5X 1/8" ALUM. ANGLE ALUM. TUBE MULLION 2" X 6' X 1/8" 2." X 6" X 1/4" TOP VIEW ANCHOR CONFIGURATION TYPE B3 FOR 2" X 5" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 2" #14 HIED KWIK FLEX • SELF DRILLING SCREW ALUM, TUBE MULLION i t 2" X 6" X 1/8' 2" X 6" X 1/4" 1 (3) EA ANGLE — 2' X 5' X 1/8' ALUM. ANGLE N if BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE SIDE VIEW A 114 HILIT KWIK El_EX 1' SELF DRILLING SCREW — 15/8' 5/8,1 (3) EA ANGLE • —A! i A 1/2" MAX. "r • ri< _ 2 1/2" MIN. NOTE: ANCHOR CONFIGURATION TYPE 83 AS SHOWN IS VALID FOR MULLIONS 2" X 6" X 1/8' AND 2" X 6' X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. --2" X 5" X 1/8" ALUM. ANGLE 5 5/8- INT. LENGTH FOR 2" X 6* X 1/8" MULLION 5 3/8° !NT. LENGTH FOR 2' X 6" X 1/4" MULUON SIDE VIEW B 1/4" •ITW BUILDEX TAPCON 1 3/4" MI!. EMBEDMENT INTO CONCRETE (3) PER ANGLE 2- X 5' X 1/8" ALUM. ANGLE ALUM. TUBE MUWON 1" x 4" x 1/8' 1'x x 1/4" 2" x 4" x 1/8' A S 1---cL1 -1-41/2" TOP VIEW FOR 1" X WITH 2" X ANCHOR CONFIGURATION TYPE B3 4" OR 2". X 4" 'MULLIONS NUMBER OF ANCHORS PER ANGLE - (3) ULTRACON ANCHORS IN CONCRETE 5" X 1/8" ALUM, ANGLES SUBSTRATE: 3.000 PSI CONCRETE ;414 HILTI KWiK FLEX 1" OR 2 - SELT DRILLING SCREW t t (3) EA. ANGLE ALUM.- TUBE MULLION ---,---eiT 1" -x 4" x 1/8* rii,1,._ r--- 2" X 5" X. 1/8" 1" x 4" x 1/4" i!=il • 4 Il I ALUM-. ANGLE 2" x 4" x V8" I.1 ; ,.r..._____Th7....._:' . II C :I < < li- P 'a r, C < P .,;,11 't iN i I : .. II ICI: . L------.1/4..!' ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER ANiti • .. SIDE VIEW A #14 HILTI KWIK FLEX SELF DRILLING SCREW — (3) EA, ANGLE 1/2" MAX. • • • • • • • E.O. --+- 2" X 5" X 1/8" ALUM. ANGLE 5/8" 5/81 4" x 1- x 1/8- MULLION •1- 1-41- 3 5/8" INT. LENGTH FOR 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULLION 3 5/8". INT. LENGTH FOR 4" X 2" X 1/8" MULLION 2 1/2' let ' SIDE VIEW 8 • • • • PRADUCT REVISED complying with the Florida trending Coda • NO4O-No. 17-1226.22 • • • • • • • NOTE: ANCHOR CONFIGURATION TYPE 53 AS SHOWN IS VALID FOR • • • Eigtation Date 03/28/2023 By Miami ade Product Contr MULUONS 1: X 4" X 1/8", 1° X 4" X 1/i; AND1,X 4" X 148". • • • FOR ANCHOR DESIGN LOADS SEE TABLES,/ 2•AND 3 ON SOME 4•AN, 5 OF el. • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1/4' ITY1 BUILDEX TAPCON 1 3/4" MIN. Emepictirrwro CONCRETE ,0‘‘,..‘ (3) 0 oc, • No. 51393 * S (ATE 01 ..•• 1.t/ • •:•• NAi_ \ !mow FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Mcnufocturing, 1745 W. 33rd Place HAleaft, F14, 1.3£12 Ph: (305)364-9852 F.:(305)828-5118 t L. 3 U.1 m g E 8 6 E z a a g TA h E tr) CC u- up CD CD LC, 19 • 2 19 DRAWING No. M201 1. DATE: 02-11-13 SPAI F. NTS SHEET 14 OF 21 •• • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • •• •• •• • • •• •• .. -• •• • • •• • • 1 • • • • • ••••. •• •• • • •V • • • • • •• ••• • •• •• •• ••• • • • • • • ••• • • • • - - • _ - - - • • • • • • •••• •• •• ANCHOR CONFIGURATION TYPE t .; • • • • • • • FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS, PER LEG = (1) HILTI.KWIK ILEX SELF DRILL?NG-SCREW IN METAL WITH 'V1 MULLION CLIP SUBSTRATE: METAL 2" OR 3" _ ♦ • • • • • • • • • • • • • • • ALUMINUM V1 MUL ION CLIP B (--CL ' • • • •I • • I• • • • • •( • • • - 1 5/8" TNT. LENGTH FOR 1 X 2° X ;/B" MULLION $ OSf'il!lE Windows. I Ts�•• I 1 • • • • • • a • • • • rams • • • 1 ' I 2 5/8" INT. (LENGTH FOR Manufacturing,IOC. i7a5 e ALUM. V1 —_� ! 1 MULUON CLIP i "-� ALUM. TUBE MUUJON 1 ^)1 it II • • • iE 1 'r yI it 11 1" X 3" X 1/8` MULLION -ANY APPROVED MULLION OR w. 33 F,oce P oce 151dnah Florida 33012 Ph:(305)354-9952 Eo (3C5)828-5r'.8 11 11 1111 METAL STRUCTURAL MEMBERS BY OTHERS `----�j iI Ii II !1 SHALL WITHSTAND ANCHOR SHEAR FORCES lik A J 1%2" MAX.k F. r--, 'MINIMUM THICKNESS = 1/8' I. J 114 HILTI KWIK FLEX 1 �( SELF DRILE SCREW E (SEE NOTE 7 ON SHEET 1) ALUM. TUBE HELLION 1" x 2" x 1/8" „ 1" a 1/8" f : •I tii r "1 i 1 ( G V (1) PER LEG �-A((Y APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS I r I ! SHALL 8E APPROVED BY BUILDING OFFICIAL PRIOR TO MULUON INSTALLATION #14 HILTI KWIK. FLEX r :a n x x SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (sEE NOTE 7 ON SHEET I) I SELF DRILLING SCREW E.D. I (1) PER LEG MIN. i SIDE VIEW. B SELF DRILLING SCREW. IN METAL 2' OR 3" 4ALU MINUM TUBE MULLI( SHALL BE APPROVED 6Y BUILDING OFFICIAL-" - PRIOR TO MULLION INSTALLATION. TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4'OF`21. ANCHOR CONFIGURATION TYPE C]. FOR 1" X 2° OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) HULTi KWIK _FLEX WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL "v B 5/8' 5/8" I —ALUMINUM 2" X X ANGLE 1/8" f r y 1 5/8" INL LENGTH FOR 3 ALUM. ANGLE CL- fir. /14 HILTi KWIK FLEX r 1" X 2" X 1/8" MULLION 5, 8 INT. LENGTH. FOR c "P. JJ,, 4 HILT! KWIK FLEX S' ' ALUM. TUBE MULLION - —'!' yy14 H?LTi KWIK FLEX ? ° I P SCREW ! 1 I .1 Ih (i II c SELF DRILLING _CREW , 2' X 2" X 1/6° (2) EA. ANGLE ALUM. ANGLE T : ? I Ii_.---__ 1 I �-. I .�! 2. 1" X 3" X 1/8" MULLION 13 � Q• OD. " �� J O. SELF DRILLING SCREW I SELF DRILLING �}NNN EA ANGLE T^ —<I 1 Q it ANY APPROVED MULLION OR- BY OTHERS 0 y o 1' (2) EA. ANGLE it A I (2) ICI j 1 I I 1�2� ! - I „ i METAL STRUCTURAL MEMBERS SHALL WITHSTAND ANCHOR SHEAR FORCES o - o= o . #14 HILT( KWIK FLEX MINIMUM T'rhICKNESS = 1/8" 1 z: D. ' SELF DRILLING SCREW x ,r (SEE NOTE 7 ON SHIrET 1),, C ° ALUM. TUBE MULUDN 1' x 2" x 1/8" 1" x 3" % - f L (1) EA ANGLE ANY APPROVED MULLION OR PRODUCT REVISED as complying with the Florida SHALL BE APPRQ8IOQUIT 1 4}C!AL PRIOR TO MU IQS ee11{431J{ Y L ` `� .•./0� 1. -. c' '--, ,, i o N .1/8" METAL STRUCTURAL MEMBERS BY OTHERS Code SHALL WITHSTAND ANCHOR SHEAR FORCES 17-1226.22 `------ #14 HILT(. KM Nu. 5 393 SELF DRILLING SCREW is _ r d o i NOABuil-No. MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) ED. (1), EA. ANGLE:: * Q = z °' Fa !ration Date 03l28/2023 SHALL BE APPROVED BY BUILDING OFFICIAL 1" MIN. - L: ;0 .'• " yiaTE Of. /L� PRIOR TO MULLION INSTALLA ION By i �'s'` DRAWING No. Min i Dade Product o TOP VIEW SIDE VIEW A 1 SIDE VIEW 6 141 t,/ A‘....." •. FL RRrr'.' Gam` '' -- - �.s\' a - M201 1 DATE: 02-11-13 ,,, NOTE: ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR 17-_1Z_1V- E FI SCALE: MULLIONS 1" X 2" X 1/8" AND 1"X 3" X 1/8": FRANCISCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. FLORIDA PE # 51393 SHEET 15 OF 21