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WS-18-3114BUILDING PERMIT APPLICATION ❑� BUILDING ❑PLUMBING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 30 NE 97 St City: RECEIVED OCT 0 9- 2018 C1a, 1-4 FBC200. Master Permit No.v.1S`,) ^ 3 1 1Lk ❑ REVISION Sub Permit No. ❑ EXTENSION 0RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-0790 Occupancy Type: OWNER: Name (Fee Simple Titleholder): Javan Thompson Address: 30 NE 97 St Is the Building Historically Designated: Yes NO X Load: Construction Type: Flood Zone: BFE: FFE: Phone#: 941-467-0199 City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Living Earth Remodelers, Inc. Address: 2208 N 20 Ave City: Hollywood Qualifier Name: Yvan Gosselin State: FL Phone#: 954-925-5003 Zip: 33020 Phone#: 954-925-5003 State Certification or Registration #: CGC044266 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4`C,Oo4 Type of Work: ❑ Addition ❑■ Alteration Description of Work: Impact windows and doors Square/Linear Footage of Work: El New ❑Repair/Re lace ❑ f Demolition 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 $ r,. �J� ' 9 o (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the. first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 NER or AGENT Signature dam+•-- 57-442 CONTRACTOR The foregoing instrument was acknowledged before me this The foregoi g instrument was acknowledged before m is 1 . day of 20 fby day of me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY MY COMMISSION # GG082945 EXPIRES March 14, 2021 , 20 by ersonally known t as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ;:" f e.MON J TONER MY COMM'SSiON 4 GG082945 Ft.;a;ir�. C•:P1Re5 Mar.•h 1Q, 2021 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 10/9/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-0790 Property Address: 30 NE 97 ST Miami Shores, FL 33138-2331 Owner JAVAN THOMPSON Mailing Address 30 NE 97 ST MIAMI SHORES, FL 33138-2331 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,221 Sq.Ft Living Area 1,762 Sq.Ft Adjusted Area 1,935 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $215,711 $215,711 $215,711 Building Value $136,138 $136,259 $136,381 XF Value $1,751 $1,751 $1,751 Market Value $353,600 $353,721 $353,843 Assessed Value $131,333 $128,632 $125,987 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $222,267 $225,089 $227,856 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 MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 LOT 8 & LOT 9 BLK 6 LOT SIZE 75.000 X 115 OR 16861-1733 0795 1 Generated On : 10/9/2018 Taxable Value Information 2018e 2017] 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,333 $78,632 $75,987 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $106,333 $103,632 $100,987 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,333 $78,632 $75,987 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,333 $78,632 $75,987 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1995 $99,000 16861-1733 Sales which are qualified 02/01/1984 $79,000 12076-3027 Sales which are qualified 08/01/1978 $60,000 10121-1804 Sales which are qualified 03/01/1971 $26,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be' accomplanied by: • Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies' of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") • Two (2) copies of State of Florida or Miami Dade County approved NOA for each different • componentslbeing installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The'replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and • two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. • Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;1 1 /17/2014 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address PermiiWO.: W8-10-18-3114 Permit Type: Windows/Shutters We r lassiflcation: Window/Door=Replacement Permit Status: Approved issue Date:11/19/2018' Expiration: 04/08/2019 Parcel Number 30 NE 97TH ST, Miami Shores, FL 33138 Contacts JAVAN THOMPSON 30 NE 97 ST, MIAMI SHORES, FL 331382331 Owner LIVING EARTH REMODELERS YVAN P GOSSELIN 2208 N 20 AVE, HOLLYWOOD, FL 33020 Business: 9549255003 Contractor Description: IMPACT WINDOWS AND DOORS 21 WINDOWS AND 3 DOORS Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $9.60 $5.10 $3.40 $3.20 $9.00 $8.50 $290.00 $378.80 Valuation: Total Sq Feet: $ 16,000.00 0.00 Inspection Requests: 305-7i2-4949. Payments Total Fees Check # 25575 Amount Due: Date Paid 11/19/2018 Amt Paid $378.80 $378.80 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI regulating constr Authorize AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws ction and zoning. Futhermore, I authorizeDh above named contractor to do the work stated. lican 'gnat dre: Owner / pp / Contractor / Agent Date /8 November 19, 2018 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E, 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-002177-2018 Permit Number: WS-10-18-3114 Scheduled Inspection Date: December 06, 2018 Inspector: Naranjo, Ismael Owner: JAVAN THOMPSON 'Address: Project: Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement 30 NE 97TH ST Miami Shores, FL 33138 'Contractor: LIVING EARTH REMODELERS WAN P GOSSEIJN Phone Number: Parcel Number: 1132060130790 Phone Number: 9549265,003 Building Department Comments IMPACT WINDOWS AND DOORS 21 WINDOWS AND 3 DOORS Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments 11 t21/2018 MISSING BUCKS : INSTALL BUCKS OUTSIDE OF PRE CAST , TAKE PICTURES AND LEAVE INSIDE WITHOUT CAULK TO DO INSPECTION 11/28/2018 MISSING BUCKS , PICTURES NOT CLEAR . MISSING CAULKING AT BOTTOM OF SCREWS . Inspector Comments December 05, 2018 For Inspections please call: 305-762-4949 Page 6 of 34 ,ABUILDING FOOTPRINT V:\Projects\18-6684 Jay Thompson - DP Approva1\01\Drawings\Drafts\18-6684d- Jay Thompson- DP Approval.dwg 11 4' 08/15/2018 - PLAN VIEW 58.0' 27.5" -tt- 27.5" -t MULLION 1 x 2.5 x 50.5 (INSTALLED PER PRODUCT APPROVAL) RECEIVED OCT 09 2018 30 NE 97TH ST «At Grade FedviVill"#; Miami Shores Village A7T: m , D BY DATE "ZONING DEPT - BLDG DEPT 'aft- SUBJECT TO COMPLIANCE STATE AND COUNTY RULE WI il-i ALL FEDERAL b Fr-1 II 1.-FLy -r• O Ln PRODUCTS INSTALLED PER APPROVAL 0 In MULLION 1 x 2.5 x 50.5 (INSTALLED PER PRODUCT APPROVAL) FLOOR PLAN AND UNIT LAYOUT O • C C PRODUCTS INSTALLED PER APPROVAL DRAWING NOTES: f-37.5"--37.5"- MULLION 1 x 2.5 x 50.5 (INSTALLED PER PRODUCT APPROVAL) V N PRODUCTS INSTALLED PER APPROVAL DESIGN NOTES: FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 Vult=175 MPH / Vasd=135.6 MPH (3 SECOND GUST), EXPOSURE 'C', ENCLOSED STRUCTURE, RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 0011 qh = 0.00256*Kz*Kzt*Kd*V*V P = qh ((GCp)-(GCpi)) MRH=15', ZONE(S) AS NOTED, ROOF TYPE 'HIP', ROOF SLOPE 14.04° PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS \\`0RD Ot -17 • 4'A. FRANK L. BEN ARDQ, P.E. PE# PE004654' (1�/ 'O 18 , ) ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROTECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS ENGINEER SHALL BE CONTACTED FOR ADDRIONAL CERTIFICATION. DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42" HIGH APPROVED GUARDS WHICH SHALL NOT BE MODIFIED. WINDOWS SILLHEIGHTS LOWER THAN 42 INCHES THAT DO MINIMUM O SI HEIGHTRDRIL H LLB INCHES. OPERABLEIPPEDW TH D M WITH E RHTS CF E SILL HEIGHTS: WINDOWS MUST HAVESILL TOOPTONESAIC A4. AREA WITH ANAPPROVEDH BELOWANYIPSHALL36“ EQUIPPED RESCUE WINDOWSNLOHICHF: THE EVENT WINDOW FROM OPENING E WHIST 4" EMOEAE CAN WAND WS WITH AT ANY POINT ATIO 36" (EXCEPT FORE SEPARATE WHICO: N ONF EVENT TO FBC EMERGENCY SHE GUARD R MUST BE REMOVABLE). WINDOWS OCU THIS CONFIGURATION SMALL ALSO HAVE CERTIFICATION CONFORMING FOR SAFEGUARDS B WHICH IS NOT PRESSURE TO IN DOCUMENT. WHEN APPLICABLE, WIND INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH -HEIGHT / 3 (EFFECTIVE AREA H•11/3) GENERAL NOTES: _0 T 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE-Fp)RTHE PU OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, E- TER ,n 17 EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USERSALONCilNITI4Or. THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN: 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES TO BEOA ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. / 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION"QF INFILTRATION OF FIRE SAFETY. / / / 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT I5 IN CONFORMANCE WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. 5. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE. 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. • • 10. ALL FASTENERS TO BE #12 X 3/4" OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM P!ATEIJ•OR: OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL CODES... 11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THEI8ILT •TpAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSION-5 PRIOR TO INSTALLATION. • • • • • • 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESUL?IA(CAtQM • MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, S}AjEr8 • FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 13. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN I5 BASED ON CONTRACTOR SUPPL4E4p4PIT•G•4ND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIENAVIFDX 01111EN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF Ej(If�G FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. • 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • • • ER CN P.E. APPEARS BELOW STO, P.E. YPLID FOR 1•P: . IT ONLY U.N.O. H CE: IF T SHEET DOES NOT NT - N ORIGINAL SIGN RE &,ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON SHEET 1, THIS SHEET IS P/LRLOF A DIGITALLY SIGNED FILE,' SHALL' REMAIN IN DIGITAL'FQRqMMAT, & PRINTED CQPIt_S irIiiIS DOCUMENT ARE NOT,CONSIDERED SIGNED (AN.0 6EALEb. IF THERE IS NO IDIGITAL‘SIGNATURE ON SHEET 1 OROTPiIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COPY/DRAFT. • * ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION 6 . • •• • DESIGN INFORMATION: • E • •• • •• • a MARK QTY W x H (in.) ZONE DESIGN PRESSURE (psf) PRODUCT APPROVAL # PRODUCT MODEL APPROVAL PRESSURE (psf) MULLION APPROVAL # MULLION SIZE (in.) A (1) 37.00 x 50.75 4 +39.36 / -42.75 17-0918.12 SERIES 7300 CASEMENT +60 /-60 N/A N/A B (2) 37.50 x 50.80 5 +39.32 / -52.17 17-0918.12 SERIES 7300 CASEMENT +60/-60 18-0117.01 1" X 2.5" X 0.125" C (1) 37.00 x 50.80 5 +39.36 / -52.24 17-0918.12 SERIES 7300 CASEMENT +60/-60 N/A N/A D (1) 36.00 x 80.00 4 +38.25 / -41.64 FL15210.4 SERIES 0 FIBERGLASS DOOR +75/-75 N/A N/A E (2) 37.50 x 50.75 4 +39.33 / -42.72 17-0918.12 SERIES 7300 CASEMENT +60 /-60 18-0117.01 1" X 2.5" X 0.125" F (1) 52.00 x 50.00 4 +40.05 / -43.45 17-1017.19 .029" GLAVA STEEL STORM PANELSLS SH SHUTTER +120 /-120 N/A N/A G (1) 37.00 x 50.00 4 +39.40 / -42.79 17-0918.12 SERIES 7300 CASEMENT +60/-60 N/A N/A H (2) 27.25 x 50.80 5 +40.05 / -53.63 17-0918.12 SERIES 7300 CASEMENT +60/-60 18-0117.01 1" X 2.5" X 0.125" I (1) 37.25 x 50.80 5 +39.34 / -52.21 17-0918.12 SERIES 7300 CASEMENT +60/-60 N/A N/A J (1) 37.00 x 39.00 4 +40.05 / -43.44 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +601' 0 N/A N/A K (1) 37.00 x 50.50 4 +39.37/-42.77 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60/-60 N/A N/A L (1) 49.50 x 25.50 4 +40.05 / -43.45 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60 /-60 N/A N/A M (1) 74.00 x 25.50 4 +39.35 / -42.74 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60 /-60 N/A N/A N (1) 52.50 x 50.50 4 +38.46/ -41.86 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60/-60 N/A N/A 0 (1) 74.00 x 50.50 4 +37.57 / -40.96 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60/-60 N/A N/A P (1) 74.00 x 50.50 4 +37.57 / -40.96 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60/-60 N/A N/A Q (1) 74.00 x 50.50 4 +37.57/-40.96 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +604-60 N/A N/A R (1) 60.00 x 80.00 4 +36.92 / -40.31 17-0504.07 SERIES FD-7700 OUTSWING PVC FRENCH DOOR +50/-50 N/A N/A S (1) 37.00 x 39.00 4 +40.05 / -43.44 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60 /-60 N/A N/A T (1) 32.00 x 80.00 4 +38.55 / -41.95 FL15210.1 SERIES 0 PLASTPRO FIBERGLASS DOOU +75/-75 N/A N/A (1) 18.80 x 37.80 4 +40.05 / -43.45 17-1011.10 TARGA 7100 WHITE PVC SINGLE HUNG WINDOW +60 /-60 N/A N/A V (1) 18.80 x 37.80 4 +40.05 / -43.45 17-1011.10 TARGA 7100 WHITE PVC SINGLE HUNG WINDOW +60 /-60 N/A N/A W (1) 19.00 x 38.00 4 +40.05 / -43.45 17-1011.10 TARGA 7100 WHITE PVC SINGLE HUNG WINDOW +601-60 N/A N/A X (1) 19.00 x 38.00 4 +40.05 / -43.45 17-1011.10 TARGA 7100 WHITE PVC SINGLE HUNG WINDOW +60/-60 N/A N/A Y (1) 37.00 x 50.50 4 +39.37 / -42.77 17-1018.09 TARGA 7200 WHITE PVC HORIZONTAL ROLLING WINDOW +60 /-60 N/A N/A • • •• • •• < J w a = a D CO 0, Q N n Ln M J lL 2 U '4 W 0 J 0 a Q 813-672-1201 JAY THOMPSON • • • •••• •J LL LA w O-' 0 x In ,a4 30 NE 97TH ST Q O 65 O 0 Y C.l co Q w W CO CO CO 1- z COPYRIGHT ENGINEERING EXPRESS® 18-6684 SCALE: NTS UNLESS NOTED f OF DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panel Supply, LLC 14475 N.W. 26th Avenue Opa-Locka, Florida 33054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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- ProductControl Section to be used in Miami Dade County and other areas where allowed by the Authority Hiving Jut'isdiction (AHJ). .. . •••• • • • •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade' CMt'hty Produtt Control • •.: Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County1Merve the•rrglit•to hale ' this product or material tested for quality assurance purposes. If this product or material 'fails to 'erform in the . • accepted manner, the manufacturer will incur the expense of such testing and the AHD r ; immediAilyrevoki b • ... 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 o>: materi4..:• 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 High VelocityId'urricane Zone of the Florida Building Code. EDESCRIPTIONi-0.029"'(min:)'Galvariiied`Steel Storm Panels Sliutter- APPROVAL DOCUMENT: Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, 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 & renews NOA #15-0615.06 and consists of this page 1, evidence submitted pages E-1, E-2, And E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAM WADE COUNTY APPROVED il � H.ILw f✓" zs1/+� C NOA No: 17-1017.19..E Expiration Date:-'01/23/2019 Approval Date: 01/25/2018 Page 1 • Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report • No. 02-041,. dated November 18, 2002, signed and sealed by YamikG. Kuri, P. • • • • 2. Test report on fastener by Construction Testing Corporation, Repor too.:02-00 Alt • • • • • dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. • • • • • 3. Test report on Wood Bushings by Construction Testing Corporation: Nort No. C2- • • • • 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, nL. • • • . . .. . . . C. CALCULATIONS • •• • • .... 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, the,ts:1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., sigted.44d . . . sealed by Frank L. Bennardo, P.E. • • •• .. . .. . • • 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by . Fogy. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. . • . D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E-1 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1017.19 Expiration Date: 01/23/2019 Approval Date: 01/25/2018 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCYEngineering, Inc,, dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012. B. TESTS 1. None. • C. CALCULATIONS • • •••• • ' 1. None. ' •' • • •••• D. QUALITY ASSURANCE • 1. By Miami -Dade County Department of Permitting, Environment, and'•RQgulatorjV"" Affairs (PERA). • •• •• .. •.•. • • E. MATERIAL CERTIFICATIONS • . • • • 1. None. • . • . ••• . •• • . . . • •• • 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-1210.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-2 Ile )4_ elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1017.19 Expiration Date: 01/23/2019 Approval Date: 01/25/2018 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-0615.06 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., last revision #1 dated May 27, 2015, signed and sealed by Yiping Wang, P.E., on June 02, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (Ik4C. • . . . . .. . .... . . . ... • . E. MATERIAL CERTIFICATIONS 1. None. . . .. .. .• • . • .. • • . . .. . • . . . • . . . • • • • . • • 6. NEW EVIDENCE SUBMITTED • • • • • •• •• A. DRAWINGS • • • 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of Compliance with the FBC, 2017 Edition, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017. lid il ita elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1017.19 Expiration Date: 01/23/2019 Approval Date: 01/25/2018 E-3 • • PRODUCT MARKING (LOCATION OPTIONAL 1/4' ROLL RACK 1 7 2299eegif,9' GALVANILEu it 3 12.500" PANEL COVERAGE 14.438" PANEL LENGTH @STORM PANEL 0-125• TYP 1.00' MIN 5.000' MAX PRODUCT MARKING (LOCATION OPTIONAI ) H' ROLL BACK 2.062" 0.062" 0062" O"H" HEADER n 18 GAGE (1=0.0516"GALV. STEEL.GRADE 50) 1 5.000" MAX _moo @STUDDED ANGLE @BULL DOUT)CLOSURE ANGLEOJ-PAN CLOSURE GENERAL NOTES: 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE MAPACT PROTECTIVE SYSTEM IS ACCORDANCE WITH THE 6TH EDITION FLORIDA BUILDING CODE 2017 AND PROTOCOLS TAS 201 FOR LARGE MISSLE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND IA5 203 FOR CYCLIC WIND LOADING. 2.ULTM4ATE DESIGN LOAD OBTAINED FROM ASCE7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN (HIS DOCUMENT. 3. ND 33.3 h INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 4. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN ASCE 7-101S USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR K840.65 IS ALLOWED. 5. THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDDTONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 7. STORM PANELS SHALL BE 22GA STEEL (GALVANIZED THICKNESS 1=0029" MIN) CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 80,090 GAI V. COATING WITH A MIN, Py=92.0 K51. ALL EXTRUSIONS SHALL BE 6063-76 ALUMINIUM ALLOY. 8. PANELS SHALL DE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS. INC OPA-LOCKA FLORIDA MIAMI-DADE COUNTY PROD. CONTROL APPROVED O. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (GTE), OF MIAMI. FL, TEST REPORT NO.02-041. 10. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED A5 FILED CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING •M OR •U' HEADERS. 11, ALL BOLTS 8 WASHERS SHALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 1451. O'U" HEADER O 3 51 0.250' c • to WASHERED WINGNUT (ZMIAC 3 ALLOY) 0.063" 1.937' 13 TOP "H" TRACK 1/4 - 20 S.S.SIDE WALK OR MACHINE BOLTS 8 WASHERED WINGNUT 24. 0.C. TIP. 18 GA. GALV.S1 EEL BENT PLATE (0.048' BM.THK) OR 2'X2" v0.125" 6063-T6 ALUMANGLE 0.063" 2.081' 0.093'. 14 BOTTOM "H" TRACK @BUILD -OUT "F" TRACK @"F' TRACK 4 000" 000"j,000 IT N0.075' MIN 1t KEYHOLE WASHER 12 HEADER END CAP LAV.STEEL GRADE 50(USE 5 1 750• DEEP TYPICAL OPTIONAL,REO UIRED ONLY FOR USE WITH TRUSS HEAD ANCHORS CAUWN) 5.313" 15 TOP "U" TRACK @CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES BUILD -OUT DISTANCE (2001 FBC SECT.2413. /3) 0.250• QU Q m0 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ALUM. ANGLE 0 OR J-PAN CLOSURE PIECE 0 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER 59 15' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 87psf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADES GREATER THAN 67ps1 USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS (0 10' O.C. @BUILD -OUT MOUNT CLOSURE DETAIL N.T.S. WIDTH UNLIMITED (PREP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REG()) TYP .SECTION ti BOTTOM MOUNT (CONN TYPE AS REDDI @TYPICAL MOUNT ELEVATION NTS OPTIONAL 1/4-20 STITCH BOLTS WITH WASHERS W W GNDTS FASTENED 58 OVERLAPS 59 MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN NEW MAY BEAT TOP A. BOTTOM • mo O TOP MOUNT LAST PANEL TYPICAL (CONN TYPE BRPANEL ABOUVE AS REQD) �BSTRUCEFOTIONE � OVERLAPpgNEl / OBSTRUCTION e.s1s W 18 BOTTOM "U" TRACK LxLJ io '�tOJ �Za Qa¢ rc y0 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT CLOSURE DETAIL N T.S EXISTING CONCRETE HOLL MAX BLOCK OR WOOD FRAMI611• ••• • • 0z_ �2 • 1.000" •• • O� EMBED PROD7JCTREv 08 In.c� ilF. Ir0,g Wirk �rir<_• • • • • • • • •I3,4ihn C • • • • x`', tI DtGL N.rS. • • • • • • • • Mi • •• PANEL LENGTH t VERT. OR HORIZ. ) 1' I'T1 0 E BOTTOM MOUNT i '(COIN TYPE �0 A5 REQD) I. 4 LOCATION MAY VAR ■,`; TOP MOUNT 3 z (C IIIINIIIII,IIII'� AS REQD) TL ORLON PANEL BELOW ORS REQD) N =0 TOP MOUNT (CONN TYPE J L- OPTIONAL /4-2 0 STITCH BOLTS WITH AS REQD) WASHERED WINGNUTS FASTENED g OVERLAPS a MIDSPAN (VSE APPROPRIATE SPAN TABLE) OTYPICAL MOUNT ELEVATION AROUND OBSTRUCTION M5. ALUM. ANGLE 05 OR J-PAN CLOSURE PIECE 0 (SEE DETAILS ABOVE). O.500'LEG DIR CTI.. MAY BE REVERSED Iy/ERLA6 • • • ipTENfR �j1jTFI'�**I�T�RT. FOR j(ESIGN ANVACCEPTABLETNCLIDR). FOR FDESIGN LOADES GREATER THAN 87p41 USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS ®10' 0.C. 0.250" MAX EXISTING CONGRE I HOLLOW BLOCK OR WOOD FRAMING Code • •A':"Ti"' IV / 79 4'-�9•F TRAP 4OUOT CLOSURE DETAIL D: r0 on S.EP:2 9 CI 22 GA. GALVANIZED STEEL STORM PANEL - LMI TIP.ING -WANG, FLORIDA REGISTRATION FL 1,55983 CA.N. 28677 DATA 011-20-1, Ir= A6 NOTED MUNN AL PW11666 NET L2-4179 ` AD12-32 1 OF 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • EXISTING GLAZING C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MA%. SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING td TEK SCREW OR 1/4-20 MACHINE SCREW 4 NUT © 1B" 0.C.(TYP ALL SIM. CONNECTIONS) REDO REPARATION FROM GLAes (REF.TABLE T21 EXISTING CONCRETE, HOLLOW BLOCK OR NCOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) • OBUILD-OUT MOUNT SECTION NT S. EO EO E 9 CI CONNECTION TYPE ANCHORS TORE AT 12.5- 0R 520 O C.(REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY rn EXISTING GLAZING o Ai C2 REFERENCE CONNECTIONTYPE SCHEDULE T3 FOR MAX. SPACING Ream sEPARATIC FROMGLASS (REF.F.TABLE T2 EXISTING CONCRETE, HOLLOW BLOCK OR WOW FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) STUD ANGLE DIRECTION MAY 45 REVERSED. AS SHOWN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING OPTIONAL BUILOOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) 1/420 x 3/6" 5.5. MACHINE SCREW 012.5' 0.C. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 a 3/C S.S. MACHINE SCREWS 012.5.00. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING F" TRACK/DIRECT MOUNT SECTION N.T.S. EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCI URN) E BED A EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCTIED. BASED ON TYPE OF STRUCTURE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MA% SPACING /A.213x 3/4" S.S. MACH NE SCREW VA' IMGNUT 012.S. 0.C. C2 CONNECTION'TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING WALL MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) r Air AI ______j EXISTING GLAZING REDO SEPARATION FROM cuss (REF.TABLE T2) 1/4-2025/4" S.S. MACHINE SCREWS TO125'0.C. LEG LPN MAY BE REVERSED C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING Cd CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING OCEILING/FLOOR MOUNT SECTION N T.S. MAXIMUM ALLOWABLE SPAN SCHEDULE LOAD W(PSF) No STToh dolts LMAX(R) Stitch Bolls AT @Nissen LMAX(R) 25 30 35 10'-0" 10'-0" 39 40 9'-8" 45 9'-4" 49 50 - 8'-10" 55 58 60 65 70 7'-6" 7'-8" 72 T4" 7'-6" 75 80 90 100 5'4" 5'4" 110 4'-10" 4'-10" 120 4'-6" 4'41" 130 SPAN SCHEDULE NOTES: TENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM. PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WRH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2.INTERPOIANON BETWEEN LOADS IS ACCEPTABLE OTIERWISE USE NEXT HIOHER LOAD. EXISTING GLAZING EXISTING WOOD TRUSSES 024 0.0. MAX. REDO SEPARATION FROM GLARs (REF.TABLE T2) Lri)TRUSS MOUNT SECTION N.T`.• • • • • e • • • • • • • • E%ISTI34e,CRETE• • • HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE 1 ST.RUCC/( • •• • • • • • •I Tito • MINIMUM SEPARATION FROM GLASS SCHEDULE P0v5ee Load (PSF) Span Less Than; Seperalion (Inches) etc-30 Separation (Inches) el>30' 30 2.75" 1.22" 8'-8" 2.75' 10'-5" 3.00" 3.00" 35 2.75" 1.25" 8'-6" 2.75" 2.10" 10'-D" 3.00" 3.00" 40 6'-0" 2.75" 1.29" 8'-8" 2.75" 2.26" 3.00" 3.00' 45 6'-0" 2.75" 1.32" 8'-8" 2.75" 2.41" 9'-4" 2.92" 2.92" 50 6'-0" 2.75" 1.36" 8'-10" 2.75" 2.73" 80 2.75" 1.43" 8' 1" 2,75" 2.44" 70 6'-0" 2.75" 1.51" 7'-6" 2.75" 2.24' • TABLE T2 NOTES: 1.ENTER SPAN SCHEDULE 1MTH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FCR USE N1TH POSITIVE LOADS ONLY. 2INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OIMEHNISE USE NETT HELMER LUAU. EXTERIOR WALL FINISH TEEL TUBE TO BOTTOM TRUSS CHORDS NI(3) 1/4-x2" EMBED LAG SCREW O EACH TRUSS (24- 0.C. MAX) 4.00'20.047B" MIN STEEL TUBE 'N" HEADER TO ROLLED STEEL TUBE 0/CENTER I AG (AS DESCRIBED ABOVE) 0 TRUSSES 4"4 S.M.S 10 PUTE 6' 0.C. BETWEEN TRUSSES FRODU7TRr-..;(s4J3 nn2000E rcq •-vi! 1 TO Fin>i.1,: /10/X'5' /,TSU m..C,.2120*10O(sl// jJ°_1.7.14 y.limil*i///5a ( Zr,Z0) 2sy ALUM OR GALL/ STEEL SPACER' AS RECD. CI CONNECTION TYPE ANCHORS TO RE AT 12.5- OR 625" O.C. (SCHEDULE T9 FOR MAX.SPACING).USE REMOVABLE ANCHORS ONLY • • • • • XT- TOR Wall FINISH. • • • • • • •R04RUOING•ROM • • • •• •• •• •• • •1402 ZING 51•F•CE • 0OFFSET WALL MOUNT SECTION • NT S. w-TelaT4 1ST CONON! %11PING WAN/, P.E. FLORID!("REGISTRATION FL 155983 CAN. 128677 2 a Fa 22 GA. GALVANIZED STEEL STORM PANEL - LMI U*R 4P-PY-Lx BCM6:, DRA IL MCT M-031 :' AD12-32 20F4 • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PENETRATION OR EMBED EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ,SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING GLAZING EXISTING CONCRETE. HOLLOW RI OCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE ' BASED ON TYPE OF STRUCTURE) C6 CONNECTION TYPE REFERENCE ANCHOR sS,GAH,EDU,,GLE T4 FOR MAX. 8 24,.:� '® 0 0-1 SEP R 5T TSEE TABLE FOR MIN ) C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING ®WALL MOUNT SECTION IVI WALL MOUNT TRACKS.N.T.S. EXISTING CONCRETE. HOI LOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) LEG MAY BE BENT TO 300a5 MAX C5 CONN TYPE REF. ANCHOR SCHEO. T4 FOR MAX SPACING REDD GLASS 9EPARDIST (SEE TABLE T2 FOR IAN) CT CONN TYPE REF.ANCHOR 5CHE0. T4 FOR MAX.SPACINC 44 0 LEG MAY BE GENT �� 030 deg MAX 0HEADO ER/SILL MOUNT SECTION TRAP MOUNT TRACKS ON ANGLER T.S. EXIS I LNG GLAZING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR MOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) MOD GLASS 6EPARORT (SEE TABLE T2 FOR MIN.) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEMA E T4 FOR MAX. SPACING CT CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING °CEILN ING/FLOOR MOUNT SECTION NTS PENETRATION OR EMBED REO'0 GIA 6 6EPAR.DIST (SFE TAB. To FOR MIN.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOL) FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING GLAZING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING OHEAD TOP TRACK T ER TRACK ISOMETRIC N.TS CUP LOCKS / TOP TRACK 11411.1.1.11 ENO PANEL /' FLUSH AGAINST O.ill1111111.'Nrm-r.r.LICLIETFTURA) TOP OP IT TRACK OR STRUCTUREP CK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, 14111' TO EASE PANEL SLIDING I1) HEADER END CM LSEE 1'x 030' PERFORaT ®EN WT(2)MIOSMS TOTRACK 0.625 0. 0 OPTIONAL PLASTIC KNOB ADJACENT PANEL AT MI DSPAN FOR USE WTH REMOVABLE HANDLE AND/OR PLASTIC KNOBS BOTTOM -H" TRACK OR BOTTOM -LC TRACKIFASTEN TO STRUCTURE PER DETAILS M. N 6 0 (0 LEFT ) ®R SILL TRACK ISOMETRIC BOTTOM TRACKN.T.S. H' HEADER TYP 12.5- a TOP PER COVERAGE DETAIL -PI 6' MAX O�N OAJ(3)1/4" ..--',TYPICAL ELCO PANELMATES 6" MAX AT BOTTOM O -,—Y-15 I ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL ® BOTTOM 02(2) ELCO PANEL MATES 5 (11 POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. °DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL MOUNT (REF OETN L'5).N.T.S. • • • • • ' • • �� • • � • • • • • • �TA�-r2" INCH IN • • • • • • iST Peg UNVINGNUT • • • • • • • • • • • • •yS am+ DIKLCT AALLIMOGNf EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT (REF. DETAIL 'P).N.T.S. P, {yit T 4iei A 0., ,x,raply>ng with )Le Fla'wo' . • • • • • •r0•1Otl*0 0A5 2/b . / q • • • • • • •Ex1-_•Sucba'rQi -/ 1 % • • • • • • • • • "20/ el • • • • - 64 ami DD ndmx COOI4"S (111"5 2" a 0.082-x 1-0/4" ANGLE ® END 4W(2) 614 SMS TO TRACK • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • 1 • •• • •• • ••. • •• •• • 1 • •• •• ••• • • • ••• • • LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL ADJACENT OVERLAP PANEL (2) 1/4-205.5. STITCHBOLTS W! WINGNUTS OPTION B:121114- EACH SIDE OF LAST ELCO PANELMATES PANEL / / AT BOTTOM OF ✓ i ADJACENT PANEL OPT.B (1(1/-20POV.ERS CALK-IN.CLOSEST TO LAST PANEL (NO M-1i0 RFOO4‘.2;� Z�Qj1 a Y m DD C C 22 GA. GALVANIZED STEEL STORM PANEL - LMI PIPING WANG., P E. "FLORIDA REGISTRATION FL 155983 CAN. 28677 DATE DS-DA-IT V NOTED DEAEN:I PRO4030 .167 12-07S O 10 SiP'AM= SCHEDULE 2.5" EDGE DISTANCE PANS UP TO 5.50ft SPANS UP TO 8.67ft SPANS UP TO 10.67ft N 'g ANCHOR '- LOAD q CONN TYPE CONN TYPE CONN TYPE W N (PO) �/ 01 C2 C3 U CI 02 C3 04 CONCRETE 1/4" x1-3/4" EMBED 39 12.5' 16.0" 160'16.0" 12.5" 16.0" 16.0" 16.0" 12.7 16.0119" 135" ELCO TAPCON 49 12.5" 16.0' 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7' (MIN 3320 PSI CONC) 58 12.5' 16.0' 16 0" 16.0" 12.5" 16.0" 6.5" 11.1" 12.5" 16.0" 8 0" 10.3" Tcap(1b) = 483.00 72 12.5' 16.0" 13.0. 14.3" 12.5" 15.0" 8.0' 10.3" 12.5' 16.0" 8.0' 10.3" Vcap(Ib) = 475.00 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0' 8.0" 10.3' 12.5" 16.0" 8.0" 10.3' 1/4" x1-7/8" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5' 16.0" 15.2" 15.0" 12.5 16.0" 10.6" 12.1" ALL -POINTS SOLID -SET 49 12S' 16.0" 160" 16.0" 12.5" 16.0" 10.2' 11.8" 12.5' 16.0" 7.5" 9.5' LEAD SHIELD ANCHOR ' 58 12.5'16.0" 16.0' 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2' Tcap(Ib) = 428 72 12.5" 16.0" 119" 12.7" 12.5' 16.0" 7.1' 9.7 12.5. 16.0' 7.1" 9.7 Vup(Ib) = 429 130 12.5' 16.0" 7.1' 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x1-2" EMBED 39 12.5" 16.0" 16.7 16.0" 12.5" 16.0" 13.3' 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE i 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9' 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) ' 58 12.5" 16.0" 14 9'16.0" 12.5" 160" 6.9' 10.4" 12.5" 16.0" 6.2" 9.6' Tup(Ib) = 772.00 'I Vup(Ib) = 565.00 c2 1/4" x1-1/4" EMBED- ELCO TAPCON Tcap(Ib)=218.03 Vup(b)=398.00 { 39 49 58 72 130 10.0"12.8"12.8.12.8" 100" 12.8" 10.1. 10.0" 10.0" 12.8" 6.9" 84' 1000' 105' 47' 6.6"S 50. 7748" 10.0.12.4"- 6.7 7.9' 5.0" 98' 4.2" 61 60" 83" 3.7 5.2 77" Ell 18' 5.0"7.7 4.8' 10.0' 10.0" 5.0" 80 50 7T 50 77 50 7.7"�', 4.3" 3.0" 63" 4.9' 4.8" 8' 4. 4.8' i O 1/4"x1-7/8' EMBED 39 1027 12.8" 12.8" 12.6' 10.0'' 12.8" 10.1" 8.7 100128 7.0 6.6" ALL -POINTS SOLID -SET Z LEAD SHIELD ANCHOR ' 58 10.0" 12.8" 11.4" 8.8" 10.0" 12.8" 5.7 5.5' 10.0. 12.7" 4.7" 5.1" 8Tcap(Ib)= 358 72 10.7 12.8" 7.6" 7.0" 10.0' 12.7" 4.7" 5.1" 10.0" 12.T' 4.T' 5.1" 3 Vcap(Ib) = 249 130 10.0" 12.7" 4.7' 5.1" 10.0" 12.7" 4.7" 5.1" 10.0' 12.7 4.7' 5.1' 2 1/4"x1-1/1" EMBED 39 10.0"12.8"12.8" 9.7" 10.0" 11.6" 5.8" 6.1" 5.0" 9.4" 4.0" 4.9" OELCO PANELMATE 49 100 128' 95' 7T 5.0' 91 39 48' 50 75';- 3.9" 2 S8 100 123 65' 64' 60 7.8 30 40" 50 72 '-� 3.7' Tup(Ib)=204.75 72 50 99' 4.4" 5.2' 5.0' 72 ,,may 3.7" 50 72 T" 3.7" Voop(b)=233.50 - 130 50 ]7,u I�.`. 37" 60 7.2 !• 3.7" 5.0 72" 3.7' 0.75" EDGE DISTANCE 1/4"X T THREAD 39 12.5" 16.0" 16.0. 7.7 12.5"16.0"12.8" 4.8" 12.5"16.0" 8.9" 3.9" PENETR.LAG SCREW 49 12.5' 16.0" 16.0' 6.0" 12.5" 16.0" B.6' 3.B" 12. •v' 16.0" 6.3" 3.1" Tcap(Ib)=359.53 72 125 160 9.6" 4.1" 125'160' 6.0" 125 160' 6.0' Vcap79)=82.97 130 125' 160 6.0"125"16.0" 6.7 12.5' 180" 6.0" A14 x 1-1/7 THREAD i, 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3' 4.8" 12.5" 13.5" 5.8' 3.9• 0 PENETR.WOOD SCREW '.. 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7 4.1" 3.1" 0 3 Tcep(ib) = 234.00 58 72 12.5" 16 0" 12.5" 14.2 9.7 5.1" 6.3' 4.1" 6 25" 11.2 4.3" 6 25' 10./ 3.9. 3.2" 6.25" 101" 6.25' 10 4" 3 9` 3.9" 004p70,=96.74 130 625'10.4" 39'=625"10.4 39 625"104- 3.9" 7/16" x 5/8' EMBED 39 12.7 16.0" 16.0' 13.0" 12.5" 16.0" 8.3' 8.1" 12.713.4" 5.7" 6.6" BRASS BUSHING & - 49 12.5" 16.0" 13.5' 10.3" 12.5" 13.1" 5.5" 6.4" 6.25' 10.6' 4.0' 5.2' 1/4-20 SCREW • 58 12.5' 16.0" 9.7 8.7" 6.25" 11.1" 4.3' 5.4" 6.25" 10.3" 3.8" 5.0' Tup(Ib)= 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8- 5.0" 6.25" 10.3" 3.8" 5.0' Vcap(Ib) = 232.50 130 6.25' 10.3" 3.8" 5.0" 6.25" 10.3" 3.7 5.0" 6.25" 10.3" 3.B" 5.0' ANCHOR NOTES: ANCHOR SPACWG -< \✓4iT ONSIDE MOUNT PANELS. WALL MOUNT)" II JLr 2.5" EDGE DISTANCE F SPANS UP TO SPANS UP TO A ANCHOR ;LOAD 553ft 8.67ft ¢¢ S CONN TYPE CONN TYPE Ls N '(p C5 C6 C5 CB CONCRETE 1/4"x1-3/4" EMBED - 39 18.7 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0' 16.0" 11.4" 16.0" (MIN 3320PSI CONC) I 55 16.0" 16.0' . 7.5" 16.0" Tup(Ib) = 483.00 65 14.7 16.0" Vup(Ib) = 475.00 72 11.0' 16.0" 6.0" 16.0" 1/4"x1-7/8"EMBED 39 18.0' 10.0" 14.8" 160" ALL -POINTS SOLID -SET 45 16.17 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR , • 55 16.0 16.0" 6.6" 16.0" Tcap(Ib) = 428.00 65 12.6' 16.0" Vcap(Ib) - 429.00 i 72 9.8' 18.0" 5.3" 16.0' 1/4"x1-2" EMBED 39 16.0• 16.0" ELCO PANELMATE 45 - 16.0' 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) • 55 16.7 16.0" 5.8" 160" Tcap(Ib)= 3/2.00 65 11.0" 16.0" 4.6" 16.0" Vup(b) = 565.00 72 �1/4" x1-1/4" EMBED EICO TAPCON Y ITcep(Ib) = 218.00 0 (Vcap(lb) = 398.00 39 49 58 72 . 130 12.8" 128" 87 5.1. 4.0' 12.8" 128' 128" 11.6" 10.5" 4.1" 10.7' 88" 7 7" 7.7" . ".,,-' 1/4"x1-7/8' EMBED U!ALL-POINTS SOLID -SET 2: !LEAD SHIELD ANCHOR 00 iTcap(Ib) = 358.00 1 Vcap(Ib) = 249.00 39 49 : " 58 72 130 128" 12.6" 12.7 8.7 6.5" 12.6" 12.8" 12.8" 12.6" 12.9" 9.9" 6.8" 4.4" 3.5" 3.5• 12.8" 12.8" 12.8" 12.7" 12.7 0 �1/4"x1-1/4"'EMBED A ELCO PANELMATE OI ITcap(Ib) = 204.75 Vcap(Ib) = 233.50 39 49 • 58 72 130 12.8' 12.8' az• 4.7 . 3.T 12.6" 12.8" 1z.8" 10.9" 9.9' 5.6" 3 8' 11.6" 10.0" az" 7 2" 7.2" i 0.75" EDGE DISTANCE 1/4'x2"THREAD ' 39 .16.0" 16.0" 12.4" 160" PENETR.LAG SCREW 45 55 16 6" 16.0" 5.6" 16.0" Tcap(Ib) = 359.53 65 .10 6" 16.0" Vcap(Ib) = 82.97 72 614x1-1/2' THREAD 39 15.0" 16.0" 8.1' 16.0" 0 PENETR.W000 SCREW - 45 16.0• 16.0' 5.5" 14.4" 55 11.5' 16.0" 3.6' 11.8" Tcap(Ib) = 234.00 65 6.9" 15.T' 104" Vup(Ib) = 96.74 72 ' 5.3' 14.7' 10.7 7/16" x 5/8" EMBED 39 ' 16.0' 16.0" BRASS BUSHING & 45 16.0' 16.0" 1/4-20 SCREW ' 55 Tcap7b)= 231.50 65 6.8' 15.5" 10.3" Vup(Ib) = 232.50 72 5.3" 14.0" 10.7 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE T1'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TOPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANC(40R SPFL..; (N ��..�C.HED1ULE INSIDE MOUNT PANELS. TRAP MOON/) 2.0" EDGE DISTANCE 01 SPANS UP TO SPANS UP TO H l ANCHOR LOAD s.sorc 867n TYPE7 �p80 CCONNTV7 CB CONCRETE 1/4" 7-3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.7' 118" 8.4" (MIN 3320PSI CONC) 55 15.2" 10.8" Tup(Ib)= 386.40 65 12.Y' 9.7' Vcap(Ib) = 380.00 72 11.6" 8.3" 1/4"x1-7/8"EMBED I 39 16.0" 16.0' 15.2" 10.8" ALL -POINTS SOLID -SET 45 16,0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR 55 16,0" 12.0" 10.8" 7.6" Tcap(b) = 428.00 65 14.4" 10.2" 9.5" 6.7" Vcap(Ib) =429.00 72 13.0" 9.2" 9.5' 6.7" 1/4" 7-2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) " 55 11.5" 6.2" 7.3" 5.2" Tup(b) = 297.60 65 Vup(Ib)= 282.50 72 8.8" 6.3" HOLLOW CONC BLOCK 1/4"x1-1/4"EMBED ELCO TAPCON Tcap(Ib)=174.00 Vicep(Ib) 4 318.00 39 49 58 72 130 7.1" 5 4" 46' 3.6' 1/4"81-7/5" EMBED 39 12.8" 9.8" ALL -POINTS SOLID -SET 49 LEAD SHIELD ANCHOR ' 58 Tup(1b) = 356.00 72 VcaP(lb) = 249.00 130 1/4"x1-1/4" EMBED 39 8.9" 6.4" 5.6" 4.0" ELCO PANELMATE 49 7.7' S.5' 4.9 35 Tcap(Ib) = 201.50 ' 58 . 72 6.3" 5.3" 4.4" 3.8' 4.0" 3 5 Vcap(Ib)= 198.50 130 4.8` 34' 35 0.75" EDGE DISTANCE 1/4 SD 39 LAG PEN ENET ETR LAG SCREW 45 55 5.3" 4.6" Tcap(Ib) = 359.53 65 Vcap(Ib) = 82.97 72 -4.9" 814x 1-1/2"THREAD 39 7.T' 6.2" 3.9" 0 PENETR.W000 SCREW 45 09 55 54" 44' 3.4 3 Tcap(Ib)= 234.00 65 46" 3T 3.0 Vcap(Ib) = 96.74 72 4.1" 3.3" 3.0 7/16" x 5/8" EMBED 39 13.0" 9.2" 8.2' 5.8" BRASS BUSHING & 45 11.7' 8.0" 1/4-20 SCREW ' 55 Tup(Ib) = 231.50 1 65 VcapQb) 4 232.50 72 •• • • • • • • • • •• • • • • • • - • 6. WHERE LAG SCREWS FASTEN TO NARROW FACE O`STI� FfIMIhik. F.• TE R LL BEWyOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD (3/4'f ICE DIS /yl/IE IS A) SPTABto FOR 00 Rly/y[4Gi). WOOD STUD SHALL BE SOUTHERN PINE. G=0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILTTTTTTJJjJJ1PSTT AN D OR HEX HEAD. 7.' DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 6. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). S'Rt};l,;C7 RI:TVIT0/0 - 9. MINIMUM EMBEDMENT AND EDGE •ISTAN`E1€ LUDES Slow° watritER WALL Fy4ISHEa n1a7i11„ 6.1ib ;'.r FIer;1,-L- 10. 18 DESIGNATES ANCHOR C05 5ITIW6S WI-�H ARE NOiACCEPTAQ OR USE. • 6•5;NI-/;•3 C;-3- • • • • • • • • 104vt3:^-e 5/1/ (Z • • • • • • • • • 00J0.Li^0threcii- • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • h C 1/0147P.C. TI 0(447 RFCIBT A i:. y ,ln C...h.. 2)/677 la 10571 6. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • 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-4Tt2tde CountyRiR - Product Control Section to be used in Miami -Dade County and other areas where alltMett by the.Authority Having Jurisdiction (AHJ).• ""• " ' • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Product Control • . Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Cigtttyj reservg:ks-ight to have this product or material tested for quality assurance purposes. If this product.QQ material Jails to perform in the accepted manner, the manufacturer will incur the expense of such tasting Ind the AHJ may immediately revoke, modify, or suspend the use of such product or material withinIhe.r•jurisdiction. 'kER : • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cetsnty Prodvet• Control Section that this product or material fails to meet the requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series "Targa 7300" Outswing White PVC Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W13-24, titled "Series `Targa 7300' PVC Casement Wdw. (L.M.I./S.M.I.)", sheets 1, 2, 3, 3.1, and 4 through 9 of 9, dated 05/17/13, with revision E dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 manufacturer's name or Iogo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0112.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .• • • • •• MIAMI•DADE COUNTY APPROVER • E NOA No. 17-0918.12-) Expiration Date: February 20,-2019 Approval Date: November 30, 2017 Page 1 • CGI Windows and Doors, Inc. 1. A. B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.06) • • 2. Drawing No. W13-24, titled "Series `Targa 7300' P'ZC . U•asemtnt Wdw. (L.M.I./S.M.I.)", sheets 1, 2, 3, 3.1 and 4 through 9 of 9, dated 03717/13, with resoision •. D dated 12/23/16, prepared by Al-Farooq Corporation, signed.a4Zd.sealed by Javad. • Ahmad, P.E. •••• ••••• • ••. . TESTS 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 extruded vinyl equal leg,/fin/flange frame casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL-9115 dated 09/06/16, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0512.18) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0512.18) . .. . • •• . 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 202-9$ • •, • 4) Large Missile Impact Test per FBC, TAS 201194 • . • •.• .• E-1 `4 r�`� `ij.e Manuel Pere Product Control E mi er NOA No. 17- .12 Expiration Date: February 20, 2019 Approval Date: November 30, 2017 • • • . • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked -up drawings and installation diagram of a sees 218 aluminufir •: • fixed window, to qualify DuPont "Butacite" PVB 'interlayers Nasea1 .and Super • • Spacer® insulating glass spacer, prepared by Certified Test 1.41ArAtories, Tgst Report • No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Rac€sh C. PatiA•P.E. • • (Submitted under NOA No. 15-0512.18) "" "" 5. Test reports on: 1) Uniform Static, Air Pressure Test, Loading p7.12C, 'IAA 2-94 2) Large Missile Impact Test per FBC, TAS 2,a1 �4•• • 3) Cyclic Wind Pressure Loading per FBC, T1S 203-94 . along with marked -up drawings f and installation diagram of c/truded. vinyl equ§.1. •. leg,/fin/flange frame casement windows, prepared by. Element•Itat8rials rec fr ology'., • Test Report No. CTLA-3029W dated 09/05/14, signed and sealed by'Ila mesh C. Patel, P.E. (Submitted under NOA No. 14-1204.08) 6. 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 extruded vinyl equal leg frame casement windows, prepared by Element Materials Technology., Test Report No. CTLA-3029W-1 dated 09/05/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 14-1204.08) 7. 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 extruded vinyl equal leg,/fin/flange frame casement windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014634P, dated 09/26/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 12/22/16, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel Pe Product Control xam er NOA No. 1 - 8.12 Expiration Date: February 20, 2019 Approval Date: November 30, 2017 E — 2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Amertca, J c. for•their "SentryGlas® (Clear and White) Glass Interlayers" dated,06/2S/1 1 expiz�1 bn 07/04/18. • • • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ameco kinc. for heir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers'' dated 01/I901, expiring on 07/08/19. (Formerly Butacite®) •• ••••• 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chem ��C ompa• ny.(�IA) • • for their "Saflex CP - Saflex and Saflex RP Composite Glass £nterllyers.witb.PET • Core" dated 06/19/14, expiring on 12/11/18. • ••• • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman ChemitAl Compafly.NA) • for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. • .• . . . . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated December 22, 2016, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 06/10/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 14-1204.08) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 15-0512.18) 4. Approved Proposal No. 16-0275R issued by the Product Control Section, dated March 3, 2016 and revised on April 7, 2016, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.18, issued to CGI Windows and Doors, Inc. for their Series "Targa 7300" Outswing White PVC Casement Window - L.M.I., approved on 09/17/15 and expiring on 02/20/19. - Mann ' .rez, P.E. Product Con • ' xaminer NOA . 17-0918.12 Expiration Date: February 20, 2019 Approval Date: November 30, 2017 E-3 • { CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-24, titled "Series `Targa 7300' PVC Casement Wdw. (L.M.I./S.M.I.)", sheets 1, 2, 3, 3.1 and 4 through 9 of 9, dated 05/17/13, with revision E dated 09/05/17, prepared by Al-Farooq Corporation, signed aid sued byJavad • Ahmad, 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC (6th Ed tton.(20-land of no financial interest, dated August 30, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0112.02, issued to CGI Windows and Doors, Inc. for their Series "Targa 7300" Outswing White PVC Casement Window, -.M.I., approved on 03/30/17 and expiring on 02/20/19. E-4 Mann rez, P.E. Product Con Examiner NOA No. 17-0918.12 Expiration Date: February 20, 2019 Approval Date: November 30, 2017 36" INTERIOR FRAME WIDTH 6" MAX HEAD/SILL CORNERS 12" MAX. HEAD SILL 30 7/16" D.L OPG. SERIES 'TARGA 7300' WHITE PVC CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. VENT WIDTH FLANGE FRAMES APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT./CASMT. OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED CUPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE STSILM. 6" MAX. HEAD/SILL CORNERS 36" INTERIOR FRAME WIDTH 12" VENT WIDTH FLUSH FRAMES TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAn F11 ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS: SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO 8E REVIEWED 81' BUILDING OFFICIAL THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUII ENS ARE NOT REQUIRED. SHEET N0. 1 2 3 & 3.1 •• • • • • INDEX OF DRAWING •• ° DESCRIPTION • • GENERAL NOTES, FLANGE, FLUSH & FIN FF0021, EfEV.* • • WINDOWS CAPACITY CHARTS GLAZING DETAILS 4 & 5 FLANGE FRAME DETAILS 6 7 8 9 FLUSH FRAME DETAILS FIN FRAME DETAILS BILL OF MATERIALS EXTRUSION DETAILS VENT AND FRAME CORNER CONSTRUCTION DETAILS • • • • • •• • • • • • • • • • �• Tula .' .10. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • LOCKING POINTS SEE CHART WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 38" 2 56" 74" 4 POINT LOCK D.L OPG. 34" VENT WIDTH FIN FRAMES DAYLITE OPENINGS* DLO WIDTH = INTERIOR FRAME WIDTH - 5.563" DLO HEIGHT = INTERIOR FRAME HEIGHT - 5.563" • • • LAMINATED GLASS INSULATING LAMINATED GLASS I4RiE 8` SMALL MISSILE IMPACT • • • • nn•`�� • • • `r •J•- • • • • r-• • PROl,UCl' REGIAD as complying with the Florida Building Coda NOA-No. 17-0918.12 Fitp°Iratios Bile 02/2 4019 ° • • •• 1'� ° Lnl I l Il t " NOENSF d 8 R FAX. (305) 593-6592 8 1 NO CHANGE THIS SHEET 2 9 0 0 5 drawing no. W13-24 [sheet 1 of 9, DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMENSIONS GLASS TYPES . 'A'. 'Al' GLASS TYPES 'E, D1' GLASS TYPE 'Cl. GLASS TYPE 'DI' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 18-1/8" 25-1/2" 36' 41' 25" 60,0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 18-1/8" 25-1/2" 36" 41" 37-3/8' 60.0 60.0 70.0 70.0 60.0 60.D 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 18-1/8" 25-1/2" 36" 41- 49-5/8" 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 68.5 68.5 60.0 60.0 70.0 70.0 18-1/8" 25--I/2" F 36' j 41' 1� L + 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 . 60.0 60.0 " 1 70.0 MO 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 18-1/8" 25-1/2" 36" 41' 62" 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 68.5 68.5 60.0 60.0 70.0 70.0 18-1/8" 25-1/2" 36" 73-1/4' 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 - - 70.0 70.0 18-1/8' 25-1/2" 36° 75" 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.D 70.0 - - 70.0 70.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 INTERIOR FRAME DIMS DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', 'A1' GLASS TYPES '9', '91' GLASS TYPE 'CO' GLASS TYPE 'D1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 23" 29" 35" 36" 41" 35" 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 50.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 23" 29' 35" 36" 41' 47" 60.0 60.0 70.0 70.0 60.0 60.0 - 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 23' 29" 35" 36' 41" 59" 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.D 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 23" . 29" 35' 36" 71 60.0 60.0 70.0 . 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70,0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 23' 29' 35' 36' 72" 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 23' 29' 83" 60.0 60.0 70.0 70.0 57.0 57.0 70.0 70.0 52.5 52.5 70.0 70.0 46.1 46.1 61.3 61.3 INTERIOR FRAME DIMS ••• • • • • • • FLUSH FRAME • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.12 Ex iration Date 02/20/2019 By • a1lam ••• • • •- FIN •FRAME • • • • • • • a e Product Co 00111107/77 Na(70592 • • oc 0 o 2W7 • • • •r-� • • •_ •• • • • • • ®+ TEOF • • • • • •• •• •• i OR10�`.•' 0 ; • ICU SEES TARGA 7300' PVC CASEMENT WDW. (LM.I./S.M.I.) o m C n 0 W 1- V N C O F N o 65 N e • M I o n CzLL O gf • .2 o� • oa -1 U " g k c f ran c gE u $ 3 $ 15. 0 9 c drawing no. W13-24 sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 3/16" ANN, CLASS .075" Interlayer Soflex CP With PET Ccre By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear Md Color Glass By 'Eostmon Chemical Co.' OR 090" Interlayer SentryGlas By Kuraroy Americo, OR Inc.' .090" Interlayer Trosifol PV9 By 'Kuraroy America, Inc.' 3/16" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" 1 GLASS TYPE .7/16"- OVERALL LAM." GLASS (L.M.I & S.M.I.) a 0 61 �W+ W r-3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Saflex Clear And Color Gloss 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 699 DOW CORNING 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS AT 1/4 POINTS ON LITES WIDER THAN 36" 3/8" AIR SPACE 3/16" ANN. GLASS OR 3/16" TEMP. GLASS z 3/16" ANN. CLASS 075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Saflex Clear Md Color Gloss By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraroy America, Inc.' OR 090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" MIN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' CR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'DUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1" OVERALL INSUL LAM. GLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1' MUST BE TEMPERED. 3/8" AIR SPACE 3/16' TEMP. GLASS (L.M.I ONLY) z a 0 R 4 3/16" HEAT STREW° GLASS 075" Intelayer Saf;ex CP With PET Coro By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' - OR .090" Interlayer SentryGlas By Kuraroy Americo, Inc.' OR 090' Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE ,,=DOW CORNNG 899 OW CORNING 995 XL EDGE SPACER 4� ST. SILLL BY CROI i•• • • FICIm I�ti OR •----jj'17777' �� DURASEAL BY 04969' • 11 OR SUPER SPACER •t'f� GU••Att `� m AT 1/4 POINTS ALL SQLS• • GLASS TYPE '91' 1" OVERALL INSUL LAM. GLASS • By Mla • • • •• • • •• • • • •• • • • • •• • • • • • • • •• • • • • • • • •• • • • • • • • •• • • • • • IS • • • • •• • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.12 Ex ration �Datte 002/20/2019 � ode Product C, 3 8 J M 3 1 a 0 FAX. (305) 593-6592 6 a a 'u Y 1 6 1 5 61 J. 61 3 drawing no. W13-24 (sheet 3 of 9) • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 9/16" AIR SPACE 1/8" ANN. GLASS OR 1/8" TEMP. GLASS 1/8" ANN. GLASS 1/8" HEAT. STREN'D GLASS .075" Interlayer Sofia: CP With PET Core By 'Eastman Chemical Cc.' OR .090" Interlayer Saflex Clear Md Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Interlayer Trosifal PVB By Kuraroy America, Inc.' 9/16" AIR SPACE 1/8" HEAT STREN'D GLASS OR 1/8" TEMP. GLASS .075" Intertayer Saflex CP With PET Core By 'Eastman Chemical Co.' 0R 090" Interlayer Saflex Clear Md Color Gloss By 'Eastman Chemical Co.' OR .090" Intedayer SentryGlas By 'Kurcray Americo, Inc.' 0R .090" Intnrtayer Trosifol PVB By 'Kuraroy America, Inc.' 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 899 COW CORNING 995 XL EDGE SPACER ST, STEEL BY 'CARDINAL' OR DURASEAL BY 'DUANE(' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 1" OVERALL INSUL LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cr & '01' MUST BE TEMPERED. 1 SIUCONE DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER 5T. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'DI.' 1" OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code non -no. 17-0918"12 Expiration Date 02/20/2019 B • • • • • • • • • • • tlMtam a e Product C of • • • • • • • • \\\\111111/ 70592 • • • • •• • • •• • • • • (ID ��• • • • • •• : r �.l •• • • • .O•'.. TE OF • • OR1DP'.•'•e% • • • •• • • • • • • •• ,i • • • • • • i�� IVAO" 1c.`• SERIES 'TARGA 7300 PVG GASEMEM WDW. (LM.L/S.M.I.) 8 8 drawing no. W13-24 (sheet 3.1of 9 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • -• • • • • • EDGE DIST. 1BY WOOD BUCK -• SEE NOTE 'ON SHEET5. • G e E4 a - I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. 1BY WOOD BUCK nm IMMO flit, � /011"111M11 •• :• • •• rr MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DI5T. 1141111111 TYPICAL ANCHORS, SEE ELEV. FOR SPACING 1 TYPICAL. ANCHORS: SEE ELEV. FOR SPACING ..1 1 /4" DIA. TAPCON BY 'ITW' (Fu-125 KS, Fy=100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS', Fy-155 K51) 1/4" DIA. AGGRE-GATOR BY 'ELCO' (Fu-se KSI, Fy-57 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I1-1/2" MIN. PENETRATION INTO WOOD `THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I DIRECTLY INTO CONC. OR MASONRY ' 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 #14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN. THK INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ,TYPICAL EDGE DISTANCE .INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida ud • • • • • • D -Nong•C e 17-0918.12 • • • • • • txDRatlfin.Date 02120/2019 • • • •• v r • • • • TYPICAL ANCHORS • • • SEE ELEV. • • • EDGE DIST. FOR SPACING • • • • • •• • • •• 1• • • • • • %y • • Ilia e roduct Co • • �:i Li L'117 • • • • " • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • FLANGE FRAME 10y14U Z 0 1- 'TARCA 7300' PVC CASEMENT WOW. (L.M.I./S.M.I.) rn o1g ap 6 NO CHANCE THIS SHEET 8 O 8 0 5 ci co en a drawing no. W13-24 sheet 4 of 9 1 /4" MAX. SHI TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR FRAME WDTH CD OEt gS METAL STRUCTURE EXTERIOR D.L OPG. INTERIOR FRAME WIDTH MIAMI-DADE COUNTY APPROVED CUPPED MULUON iSMULPON ANCHORS SEE SEPARATE NOA 113Y WOOD BUCKS SEE NOTE ON SHEET 1 INTERIOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. v,> / FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0919.12 Expiration Date 02/20/2019 By Mia ado Pro uc C FLANGE FRAMES • ••• • • • • • •• `\`11u1111111 • • • • • /'BJ,. SF '•.. . • N ••• •• • • • •• 0 3 Ana • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • raIu n Q 1 0 0 v 0 0 drawing no. W13-24 sheet 5 of 9 d EDGE DST o 0 i! ii r1 I! i! II 11 I. I: I I' i li II li TYPICAL ANCHORS SEE ELEV. FOR SPACING d TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDRIONS. TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR FRAME WIDTH EXTERIOR MIAMII-DADE COUNTY - APPROVED CUPPED MULLION & MULLION ANCHORS SEE SEPARATE NOA INTERIOR FRAME WIDTH ,L___ • • • •I LEP• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • •i•C 0 .i 7n.17 • • • • • • • • i" • • • •• • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.12 Explratl. n Date 0 _ 12019 By Mia FLUSII FRAMES COMP-ANL\W13-24CG1 SERIES 'TARGA 7300' PVC CASEMENT WOW. (LM.L/S.M.1) FAX. (305) 593-6592 SE vc eR i 9 drawing no. W13-24 sheet 6 of g) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM GAP 3/4" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: FIN FRAMES: SEE ELEV. FOR SPACING I8 SMS/WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD 3/4" MIN. EDGE DISTANCE INTERIOR FRAME WIDTH EXTERIOR INTERIOR FRAME WIDTH 1/4" MAX. SHIM GAP TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/4" IN PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.12 Expiration Date 02/20/2019 By Miam F FRAMES •• • • • • • • • • •• ow till' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • ••£_7;•.5'' i7 • • • • • • •• • drawingno. W13-24 sheet 7 of 9 CODE PART No. DESCRIPTION MATERIAL /LANUF. . REMARKS E1 CG1-1011 EQUAL LEG ERNAE) PVC DECEUNINCK NORTH AMERICA U.C. E2 CGI- 1017 FLANGE FRAME PVC DECEUNINCK NORTH AMERICA LLC. E3 CGI- 1022 FIN FRAME PVC DECEUNINCK NORTH AMERICA LLC. E4 CGI-1012 SASH PVC DECEUNINCK NORTH AMERICA LLC. E5 CGI- 1008 IC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA U.C. E6 CGI-1025 7/16' MONOLITHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. E7 CGI-804 FRAME REINFORCEMENT 6005A-T5 CGI EXTRUDER E8 CGI-805 SASH REINFORCEMENT (SMALL) 5005A-T5 COI EXTRUDER E9 CGI-806 SASH REINFORCEMENT (LARGE) 6005A-T5 CGI EXTRUDER M1 SC5 1200 GLAZING SIUCONE (1/2" X 3/16" BEAD) SILICONE GENERAL ELECTRIC M2 DOW 995 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING M3 DOW 899 GLAZING SIUCONE (1/2" X 3/16' BEAD) SILICONE DOW CORNING M4 50.10.00.011 OPERATOR TRUTH/RADISSON/ASHLAND OPTIONAL M5 11576.92 OPERATOR TRACK AND SLIDER ASSEMBLY TRUTH/RADISSON/ASHLAND OPTIONAL M6 12511.92 STUD BRACKET TRUTH/RADISSON/ASHLAND OPTIONAL M7 32658 GASKET TRUTH/RADISSON/ASHLAND OPTIONAL MB 14.97.00.005(006) HINGE AT HEAD & SILL TRUTH MBA BPRPS-2501-13DSS(13GS5) ALT. HINGE AT HEAD & SILL RADISSON INDUSTRIES M8B - ALT. HINGE AT HEAD & SILL ASHLAND 1NRDWARE M9 - SETTING BLOCK. 2 PER LITE EPOM - DUROMETER B545 M10 - MULTI POINT LOCK SYSTEM TRUTH MICA - ALT. MULTI POINT LOCK SYSTEM RADISSON INDUSTRIES M108 - ALT. MULTI POINT LOCK SYSTEM ASHLAND HARDWARE M13 72-10039 FRAME SNUBBER AT 15' O.C. 6005A-T5 CGI EXTRUDER M14 72-10040 SASH SNUBBER AT 15" O.C. 60054-T5 CGI EXTRUDER M15 QWS-580 SASH SEAL VINYL SCHLEGEL M17 PROTECTO WRAP WATERPROOFING OR EQ UN. AT RN FRAME S2 # B X 1" FIAT HEAD SMS - OPERATOR TRACK 4 PER TRACK S3 9 8 X 1' FLAT HEAD SMS - OPERATOR 6 PER OPERATOR 54 # 7 X 1/2" FUT HEAD SMS - HINGE TRACK 4 PER HINGE S5 IF 8 X 1/2" PAN HEAD SMS - KEEPER 2 PER KEEPER S6 i 10-24 X 9/16' PAN HEAD SMS - LOCK HANDLE 2 PER HANDLE S7 # 8 X 1-1/2" PAN HEAD SMS - TIE BAR GUIDES 2 PER GUIDE 58 $ 6 X 1/2" FUT HEAD SMS - SNUBBERS 2 PER SNUBBER S9 iR 8 X 1" FLIT HEAD SMS - STUD BRACKET 2 PER BRACKET S10 # 7 X 5/a' FLAT HEAD SMS - HINGE ARM 4 PER HINGE WHITE PVC EXTRUSIONS TO BE LABELED WITH MMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND •MOCA'. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• CI10 • ••• •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.12 Expiration Date 02I20I2019 By Mia Dade Prod t Co \`11,1p4P.1 Ali ti TE OF (t R10f`.•' 6F HIV z m • 0 H g aW Pb ;Rah Z N cco RP 0t1Nr oggrl 0aco 5 Zra3N n 41M,.6 J v 0 Q w aWa SERIES 'TARGA 7300' PVC CASEMENT WDW. 3 U a o` .:ic mocW o v� 8 S drawing no. W13-24 sheet 8 of 9 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .98P 8 .694 INTEGRAL FLAP VINYL .070 1.772 F--1.308 2.752 VENT 653 INTEGRAL BULB VINYL FLANGE FRAME Et FLUSH :FRAME .801 .768 SBO J —1 1.180 ® VENT REINFORCING 1.625 .836 .437 3.250 1-2.310 060 — .933 2.772 .755 Q FIN FRAME rJ VENT REINFORCING .75B .050 E6 GLAZING BEAD (LAM. GI ASS) 1.169 .320 4 .060 O FRAME REINFORCING .230 .625 035 .861 —� 0 GLAZING BEAD (INSUL. LAM. GLASS) FRAME TOP/BOTTOM CORNER FLANGE FRAME SHOWN FLUSH Ec FIN FRAMES SIMILAR VENT TOP/BOTTOM CORNER •• • • • • • • • • •• • • • •• • • • • • . PROIDUCTREYISED• • • • as etrakriel the FIlrids NOA-No. 17-0918.12 Expiration Date 02/20/2019 • • •4c • • •Miam • . • • • • • •• • • •I• 'r. et onoi •• • • • • • • • • • • • • • • •• •• r_ •'` �� lull . . • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MITERED WELDED CORNERS MITERED WELDED CORNERS • N -i 3 4�1 COMP-ANL\W13-24CG1 O FAX. (305) 593-6592 drawing no. W13-24 (sheet 9 of 9 ) •• • • • •• •• • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 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). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DESCRIPTION: Series "Targa 7200" White PVC Horizontal Rolling Window — L.1144, • APPROVAL DOCUMENT: Drawing No. W13-42, titled "Series `Targa 7200' PVC Horiz. Roller YVdw. (L.M.I./ S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision E dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this 'product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.01 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. This NOA shall not be valid after the expiration date stated below. The Miami -Dade CodgtyPi duct carttzol Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami Dade County)recerve t%e•rag!it to have this product or material tested for quality assurance purposes. If this product.et41x!Aerial fails to perform in the accepted manner, the manufacturer will incur the expense of such testine gated the A J•may immediately revoke, modify, or suspend the use of such product or material within their jtttltdiction'RE'R reserves the right to revoke this acceptance, if it is determined by Miami -Dade CouffjZ 1''rSduct ron�rol • Section that this product or material fails to meet the requirements of the applicable building: ode. . • This product is approved as described herein, and has been designed to comply with to Florida l uildi4ig Code, including the High Velocity Hurricane Zone. _ .• .. . Nt OA-No.• 17-1018A9? Expiration Date: February 20, 2019 Approval Date: December 21, 2017 Page 1 CGI Windows and Doors, 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. 13-1115.07 and 14-1204.09) 2. Drawing No. W13-42, titled "Series `Tanga 7200' PVC Horiz. Roller Wdw. (L.M.I./ S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision D dated 01/26/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ' • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading per Fla ,.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 20n: : • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS2os4 along with marked -up drawings and installation diagram of extruded \?in ,1 equal 1A,/ fin/flange frame horizontal sliding windows, prepared by ,Ce jied Testing Laboratories, Inc., Test Report No. CTLA-3033W, dated 09/05/14, •signed and,Naled by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-1204.09) 2. 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 extruded vinyl equal leg,/ fin/flange frame horizontal sliding windows, prepared by Element Materials Technology; Test Report No. EMT-ESP014637P, dated 10/04/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 02/02/16, 'prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel , P.E. Product Contra aminer NOA No. 17-1018.09 Expiration Date: February 20, 2019 Approval Date: December 21, 2017 E-1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. fiv.t,Wr "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring:on 12111/16•. • 3. - Notice of Acceptance No. 14-0423.15 issued to Eastman Cheipjcg1 Cony for their "Saflex CP - Saflex and Saflex HP Composite Glassiaterlayers with PET • Core" dated 06/19/14, expiring on 12/11/18. ••••• ••••• • • •• 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheinfeal ComMy (MAX:. •. for their "Saflex Clear and Color Glass Interlayers" datetri;9/14 .er.p� ing off;;;. 05/21/16. 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck Porrh:America LLC four • •: • their "White Rigid PVC Exterior Extrusions for Windows nd Doors" dated....; 02/20/14, expiring on 02/19/19. •• • •••• ••• • . .. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 10/11/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-1204.09) 2. Laboratory compliance letter for Test Report No. CTLA-3033W, issued by Certified Testing Laboratories, Inc., dated 09/05/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-1204.09) 3. Approved Proposal issued by Product Control Section, dated 06/10/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under previous NOA No. 14-1204.09) 4. Laboratory compliance letter for Test Report No. EMT-ESP014637P, issued by Element Materials Technology, dated 10/04/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.07) G. OTHERS 1. Notice of Acceptance No. 14-1204.09, issued to CGI Windows & Doors for their Series "Targa 7200" White PVC Horizontal Rolling Window - L.M.I., approved on 03/26/15 and expiring on 02/20/19. Manuel Pe ; .E. Product Control xa finer NOA No. 1 - 18.09 Expiration Date: February 20, 2019 Approval Date: December 21, 2017. E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-42, titled "Series `Targa 7200' PVC Horiz. Roller Wdw. (L.M.I./ S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision E dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS • • • • •• • • • • • 1. Anchor verification calculations and structural analysis, complying with RBC 6".... • Edition (2017), dated 09/14/17, prepared by Al-Farooq Corporation,signed and • sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources E. MATERIAL CERTIFICATIONS . • ..•• .••. . •. • • ••.• • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, 1 w fbr their.. . "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring en. • • 07/04/18. 2. 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. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with,FBC 6t Edition-(2017), and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.01, issued to CGI Windows and Doors, Inc. for their Series "Targa 7200" White PVC Horizontal Rolling Window - L.M.T., approved on 02/11/16 and expiring on 02/20/19. '7/b 67,4aLeC-3 Manuel Per Product Control E ax ner NOA No. 17-1018.09 Expiration Date: February 20, 2019 Approval Date: December 21, 2017 E-3 .E. (4) ANCHORS AT MTG. STILE ENDS TYP. (1) ADOL ANCHOR SEE SHEET 3 HEAD/SILL CORNERS w O FALSE MUNTINS (SURFACE APPLIED) MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 'TARGA 7200' WHITE PVC HORIZONTAL ROLLER WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. 73 3/4" INTERIOR FRAME WIDTH 12 9/16' MAX. TYP. HEAD/SILL 10" MAX. WITH ADDL. ANCHOR r 1 I 1 i/ D.L OPG. FIX. LITE /�.1j j/ AK i��I� 1 jff; 1111�� io a n 1 .1.,, 33" D.L OPG. VENT 36 1/4" 33" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED CUPPED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. VENT WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDIRON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. D.L. OPG. FIX. UTE LOCKS (4) ANCHORS AT MTG. STILE ENDS TYP. (1) ADDL. ANCHOR SEE SHEET 3 0 0 N 0 110" HEAD/SILL CORNERS 3" INTERIOR FRAME WIDTH 3" 12 9/16' MAX. TYP. HEAD/SILL 10" MAX. WITH ADDL. ANCHOR VENT HEIGHT -� 55 7/16- D.L OPG. VENT O n III I -- " -- 1 II I II 11 I I cc=((F== I II %/1 6 e N/ I orI I N 1 11 11 II 5II 0 fA Im i0 O FLANGE:FRAMES� TYPICAL ELEVATIONS DAYI TIE OPFNINCSI DLO WIDTH = INTERIOR FRAME WIDTH - 7.750 2 DLO HEIGHT = INTERIOR FRAME HEIGHT - 6.562 (VENT) = INTERIOR FRAME HEIGHT - 4.438 (FIXED LITE) INDEX OF DRAWING SHEET NO. 2 3 DESCRIPTION GENERAL NOTES, FLANGE FRAME ELEVATIONS 33" 33" D.L OPG. VENT 36 1/4" VENT WIDTH FLUSH FRAME AND FIN FRAME ELEVATIONS`• • • • • • • WINDOWS CAPACITY CHARTS • • • 4 5 & 6 7 8 9 10 11 GLAZING DETAILS . FLANGE FRAME DETAILS FLUSH FRAME DETAILS FIN FRAME DETAILS BILL OF MATERIALS EXTRUSION DETAILS VENT AND FRAME CORNER CONSTRUCTION, DETA>!S• • • • Ely • • • Mi;m • • • D.L OPG. FIX. UTE LOCKS K 0lJ '0 U • LOCKS (1) PER VENT FOR WDW. HT. UPTO 25' AT MID HEIGHT (2) PER VENT FOR WDW. HT. ABOVE 25' AT 7" FROM TOP & BOTTOM DAYI ITT OPFNINIIS• DLO WIDTH - INTERIOR FRAME WIDTH - 11 3 DLO HEIGHT = INTERIOR FRAME HEIGHT - 6.562 (VENT) - INTERIOR FRAME HEIGHT - 4.438 (FIXED UTE) • • • •• • • • • • YI*)Upcu FV!u ' • • • • • • Zs..orrpl'Tn with 1 €Tonga • • • Building Code ' Aaeptance No f-/v18. 07 Expiration Date a".14...A • y _ • ••• • • •• • •• • • • ✓ • • • LAMINATED GLASS INSULATING LAMINATED GLASS LARGE & SMALL MISSILE IMPACT (305) 593-6592 8 0 e 0 0 0 03 8 0 a a a 0 c 0 drawing no. W13-42 sheet 1 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • 73 3/4" (4) ANCHORS AT MTG. STILE ENDS TYP. (1) ADDL ANCHOR SEE SHEET 3 6" MAX. HEAD/SILL CORNERS INTERIOR FRAME WIDTH 12 9/16" MAX. TYP. HEAD/SILL 10 MAX. WITH ADDL ANCHOR VENT HEIGHT 55 7/16" D.L. OPG. VENT 1 I1 1 D.L OPG. FIX.��jj�LIITT�EJJ �m I /.1 /�F D m I I I 1 Iv FALSE MUNT1NS (SURFACE APPLIED) MAY BE USED 73 3/4" 6" MAX. HEAD/SILL CORNERS VENT HEIGHT 55 7/16" D.L. OPG. VENT aB I I I /1 D L' /© %nn1lI v iD Lc//� I L —1 1 N O p 1 I► FALSE MUNRNS (SURFACE APPLIED) MAY 6E USED VENT WIDTH LOCKS LfTE (4) ANCHORS AT MTG. STILE ENDS TYP. (1) ADDL ANCHOR SEE SHEET 3 6" MAX. HEAD/SILL CORNERS --- INTERIOR FRAME WIDTH 12 9/16" MAX. _ TYP. HEAD/SILL 10" MAX. WRH ADDL ANCHOR VENT HEIGHT 55 7/16" D.L. OPG. VENT III 1 ' / ii D.L. OPG. FIX. LITE II II Li .9 L R 11 T II II II\\\\ I ii II II \ II / 1 I ' v _ 4F 1 1 v 4 FLUSH FRAMES 6" MAX. HEAD/SILL CORNERS FIN FRAMES TYPICAL ELEVATIONS 33" 33" D.L. OPG. VENT 36 1/4" VENT WIDTH D.L OPG. FIX. LITE 110" ./ LOCKS m U • LOCKS (1) PER VENT FOR WDW. HT. UPTO 25" AT MID HEIGHT (2) PER VENT FOR WDW. HT. ABOVE 25" AT 7" FROM TOP & BOTTOM INTERIOR FRAME WIDTH I D.L OPG. FIX. LITE • •• •�II II II LL LiL -- SR T1 T 11 III 11�\\\ II 11 11 \\. 11 ' • •11 II I I / • %/ ^j V O 73 a+ I // ' V ♦ • • • • • • • • • • • ::1; • • L PRODUCT REVISED 33" 33" complying with the Florida D.L OPG. VENT D.L• OPG.•I!(• UTE oedles Cod! ryry r1B• 36 1/4" • • • •cceptzncONo�!'10/• • • • VENT WIDTH • • • • • •• • • ltmfli,, Oat • ••• • 9' •• • 11111IIt7 . 70592 ATE OF • OR10^.•'•,,t1N SERIES 'TARGA 7200' PVC HORT/. ROLLER WOW. (LIA.i/5.11.1.) N = 0 U FAX. (305) 593-6592 2 NO CHANGE THIS SHEET 00 UPDATED TO 2017 FBC a date: 07-30-13 ET drawing no. W13-42 sheet 2' of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF • (XO OR DX SIZES) INTERIOR FRAME ' GLASS TYPES GLASS TYPES DIMENSIONS 'A, 'Al', 'B', 'B l' 'C'. 'CI', 'D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 25-1/2" 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 L52-1/8= c25-- (60.0- -60.01 70.0 75.0 '73=3/4' t60.0 ' - 60.0- 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 =36"n,- •37/8" ' 60.0< - 6060.0...." 70.0 75.0 52-I/8". .- -3-.J 60.0 60.0 70.0 75.0 73-3/4" 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 36" f .494/6", 60.0 60.0 70.0 75.0 •52-1/8' 60.0 "60.(I. 70.0 75.0 73-3/4' 60.0" '- 60.0"" 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 52-1/8" 62• 60.0 60.0 70.0 75.0 73-3/4' 60.0 60.0 67.8 67.8 73-3/4" 62" * - - 70.0 75.0 23' 60.0 60.0 70.0 75.0 31" 60.0 60.0 70.0 75.0 47" 23, 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 23' 60.0 60.0 70.0 75.0 31' 60.0 60.0 70.0 75.0 47" 35' 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 23" 60.0 60.0 70.0 75.0 31" 60.0 60.0 70.0 75.0 47" 47' 60.0 80.0 70.0 75.0 73" 60.0 80.0 70.0 75.0 23" 60.0 60.0 70.0 75.0 31" 60.0 60.0 70.0 75.0 47" 59, 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 71.9 73" 59" * - - 70.0 75.0 * LOAD CAPACITY WITH ADDL. ANCHOR AT MTG. STILE ENDS AND 10" MAX. ANCHOR SPACING (1/2w) (1/2W) • OPERATING VENT TO BE 1/2 OF THE WDW. WIDTH .XO OR OX' INTERIOR FRAME DIMS FLANGE FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', 'Al', 'B', 'BI' GLASS TYPES 'C', 'C I', 'D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 25-1/2" 38" 52-1/8" 73-3/4' 25" 60.0 80.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 80.0 60.0 70.0 75.0 25-1/2" 36' 52-1/8' 73-3/4" 37-3/6" 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 25-1/2" 36' 52-1/8" 73-3/4" 49-5/6" 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 - - 60.0 60.0 25-1/2' 36' 52-1/8" 73-3/4" 62, 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 - - 60.0 60.0 23' 31" 47" 73" 23" 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 23' 31" 47° 73" 35' 60.0 60.0 70.0 75.0 60.0 60,0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 23" 31" 47" 73" 47" 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 - - 60.0 60.0 23" 31' 47' 73' 59' 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 - - 60.0 60.0 (2/3W) OPERATING VENT TO BE 1/3 OF THE WDW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', 'Al', 'B', 'B1' GLASS TYPES 'C', 'Cl', 'D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 73" 60.0 60.0 70.0 75.0 105-1/4" 25" 60.0 60.0 70.0 75.0 110' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 _ 75.0 105-1/4" 37-3/8" 60.0 60.0 70.0 75.0 110' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 105-1/4' 49-5/8" 60.0 60.0 70.0 75.0 110' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 105-1/4" 62" 60,0 60.0 66.3 66.3 110' 60.0 60.0 63.1 63.1 105-1/4' - - 70.0 75.0 110" 62, * - - 70.0 75.0 65" 60.0 60.0 70.0 75.0 77' 60.0 60.0 70.0 75.0 91' 23" 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 107' 60.0 60.0 70.0 75.0 65' 60.0 60.0 70.0 75.0 77" 80.0 60.0 70.0 75.0 91" 35' 60.0 60.0 70.0 75.0 101' 60.0 60.0 70.0 75.0 107' 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 - 75.0 91" 47' 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 107' 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 77' 60.0 60.0 70.0 75.0 91' 59" 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 107" 60.0 60.0 68.0 68.0 107' 59' * - - 70.0 75.0 * LOAD CAPACITY WTH ADDL ANCHOR AT MTG. STILE ENDS AND 10' MAX. ANCHOR SPACING (1/3W) (1/3W) (1/3W) z , _ OPERATING VENTS TO BE 1/3 OF THE•WDW. II DR1 • • }cox' INTERIOR FRAME: DIMS • + • •• •• •el• • • • • FM1 PRAMS• • • • • • • DESIGN LOAD CAPACITY - PSF' ' - (XOX SIZES) INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', 'Al', 'B', 'HI' GLASS TYPES 'C', 'Cl.', 'D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 75.0 73' 105-1/4" 110' 25" 60.0 60.0 70.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 73" 105-1/4" 110" 37-3/8" 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 73" 105-1/4' 110" 49-5/8" 60.0 60.0 70.0 75.0 - - 60.0 60.0 - - 60.0 60.0 73" 105-1/4' 110' 62' 60.0 60.0 70.0 75.0 - - 60.0 60.0 - - 60.0 60.0 65" 77" 91' 101" 23" 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 65' 77" 91" 101" • 35, 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 65" 77' 91' 101' 47, 60.0 60.0 70.0 ' 75.0 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 - - 60.0 60.0 65" 77" 91" 101" 59, 60.0 60.0 70.0 75.0 60.0 60.0 70.0 75.0 - - 60.0 60.0 - - 60.0 60.0 (1/4W) (1/2W) ii OPERATING VENTS TO BE 1/4 OF THE WDW. WIDTH .xox' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED • *as &1n14y 15E15,191 tl16 Fkueda DUiRlio0:0d:. • • •Adtptalt No 1 ' 018. • ••'•!, • • • • • • • • • • • • • • • • • • • •• • 1 11111 f/ff77/,'/ ' VGEN55, O.70592 TE OF -Q1111111 10 SERIES 'TARGA 7200' PVC HORIZ. ROLLER WDW. (LM.I./S.M.I.)] M 9: (305) 593-6592 0 n 2 0 NO CHANCE THIS SHEET 5 UPDATED TO 2017 EEC si 0 • b4 drawing no. W13-42 sheet 3 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0400 • • • ••• • • 3/16" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co' OR .090" Interlayer SentryGies ByR 'Kuraray America Inc' .090"O Interlayer Trosifol PVB By 'Kuraroy America Inc.' 3/16" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" 1 GLASS TYPE- 'A' 7/16" OVERALL LAM. GLASS EXTERIOR 3/16" HEAT STREW° GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraroy America Inc.' 3/16" HEAT STREN'D GLASS eSlUC0NE GE 1200 DOW CORNING 899 DOW CORNING 995 n GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS AT 1/4 POINTS ON LEES WIDER THAN 36" (L.M.I & S.M.I.) 3/16" HEAT STREN'D GLASS` 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuroroy America Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS AT 1/4 POINTS ON LITES WIDER THAN 36" 1/2" AIR SPACE 3/16" ANN. GLASS OR 3/16" TEMP. GLASS O z W K w 1/8" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer 3/16" TEMP. GLASS SentryGlas By 'Kuraray America Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/2" AIR SPACE XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1' MUST BE TEMPERED. W 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuraray America Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America Inc.' 1/2° AIR SPACE 3/16" TEMP. GLASS 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 1" OVERALL INSUL LAM. GLASS (L.M.I ONLY) 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co: OR .090" Interlayer SentryGlas By 'Kuraray America Inc.' 3/8° AIR SPACE 3/16" TEMP. GLASS 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' O ut AT 1/4 POINTS ALL SIZES GLASS TYPE 'C1' 1" OVERALL ILL W.14, ipLASS • • a W W 3/16" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraroy Americo Inc.' 3/16" HEAT STREN'D GLASS GLASS TYPE • • • is i1VERALL INSUL LAM. GLASS SILICONE DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUAKY' OR SUPER SPACER BY 'OUANEX • • • • • • • . • • • • • • •L•)Dl1Co REVitiEE7• • as wmplying wills the F� Building Code �Mf Acceptance Na 1 "MA VI P. iration Dare 0/7 • ••• • • / ••• • • • • Sy �. /. �. �. • • • • • •diam )ad n,'nct. • • • • _. • • • • • • • •• • • • • • •• • • • • • • AT 1/4 POINTS ALL SIZES 11 III AA/7j'i ��:•'' y0ENBF'•. V No. 70592 ATE OF ORIOF..•'•�e !!11111 �111 SERIES 'TN CA 7200' PVC HORIL ROLLER WDW. (LM1./S.M1.) COMP-ANL\W13-42CG1 FAX. (305) 593-5592 • 9 drawing no. W13-42 sheet 4 of 11 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• EDGE DIST. 1BY WOOD BUCK SEE,NOTE'ON SHEET 1:, ° a ° TYPICAL ANCHORS SEE ELEV. FOR SPACING a TYPICAL ANCHORS SEE ELEV. FOR SPACING rc TYPICAL ANCHORS SEE ELEV. FOR SPACING m EDGE DIST 18 FLAT HEAD WITH BUSHING REQUIRED AT HEAD ABOVE FIXED UTE ONLY ON ALL STRUCTURE TYPES. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOTAT3-1/4" FROM EACH END SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING r I MIAMI-DADE COUNTY APPROVED I MUWON & MULLION ANCHORS I I SEE SEPARATE NOA IEDGE DIST.,n TYPICAL ANCHORS: —LE ELEV. FOR —SPACING/ . 1 /4"-DIA TAPCONNBY;'ITW' (F7•125 KSI,"Fy=100KSI) 1/4" DIA. AGGRE-GATOR BY 'ELM' (Fu=95 KSI, Fy=57 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) f 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) \_ DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. •• ••• It • • • • •• • • • OOOOO • • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED omnplying with the Mardi • • • • Build* `ode • • • Aoc•,unco h• DI s • • • ExP•'n Da* Tx.:..ilif. • • • • • • •• ItY ' �li ..i • • Miami',aJt Pr41, ••• • : •.; • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • IS •• 000 • • • 000 • • FLANGE FRAMES %111n UITTiy/ O Au>y� ATE OF��/`� OOOOOOOOOO ;S/OfVAL 0.\. • \ \No. eau COMP-ANL\W13-42 0 0 14 6 6 2 3 6 0 Q trA 5 • drawing no. W13-42 sheet 5 of 11) 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR FRAME WIDTH SPRING LOADED LATCH OPTIONAL TO SWEEP LATCH LIMIT MAX. LOADS TO ±60 PSF METAL STRUCTURE 1/4" SHIM AX. TYPICAL ANCHORS SEE ELEV. FOR SPACING Y9 ® XO LAYOUT EXTERIOR D.L OPG. INTERIOR FRAME WIDTH 1BY WOOD BUCKS SEE NOTE ON SHEET 1 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING • a cn e 1.44M1-DADE COUNTY APPROVED CUPPED MULLION & MULLION ANCHORS SEE SEPARATE NOA INTERIOR FRAME WIDTH D.L OPG. CI 0 EXTERIOR D.L OPG. XOX LAYOIJT TYPICAL ANCHORS 1 rSEE ELEV. FOR SPACING INTERIOR FRAME WIDTH iI _ -11 SPRING LOADED LATCH 1® OPTIONAL TO SWEEP LATCH UMIT MAX. LOADS TO *60 PSF 1/4' MAX. SHIMS i i. TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• PRODUCE REVISED 's complying with I nn Florida Huilding Cct: A•ccNtaArai•• 1 -i D j j • • • • • • zp*atiou &etc s7: 'TeL/ • • • • ..•. . • q �/ :? 4w • • a • • ;•; •LAI :a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • `IXIII II 1111/T'YY�i `�1` A4'. • ��••�I,tCEP13F �••. 22.2 No.70592 • TARGA,7200' PVC RORQ. POUR WOW. (LM.L/S.M.I.) ci N FAX. (305) 593-65 8 8 9u 8 9 8 8 2 Q a d 0 c 2 drawing no. W13-42 (sheet 6 of 1 1 EDGE MST TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 .< FLAT HEAD WITH BUSHING REOU RED AT HEAD ABOVE FIXED UTE ONLY ON ALL STRUCTURE TYPES. 1/4- MAX. 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED CUPPED MULLION & MULUON ANCHORS SEE SEPARATE NOA INTERIOR FRAME WIDTH rr FLANGE AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. INTERIOR FRAME WIDTH • • SPRING LOADED LATCH OPTIONAL TO SWEEP LATCH LIME MAX. LOADS TO ±60 PSF EXTERIOR INTEROR FRAME WIDTH •• • TYPR!• ANCNG•S• • • • • • • • SEE ELEV. FOR SPACING PRODT:CT REVISED p��With tM FkXa� • • •• • ••• • • • • o• dingy • • • by JAI. r N Siam Dade Product Comerr TYPICAL ANCHORS SEE ELEV. FOR SPACING FLUSH FRAMES I=' drawing no. W13-42 sheet 7 of 11 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING cat 6) Z TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: FIN FRAMES: SEE ELEV. FOR SPACING 88 SMS/WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD 3/4" MIN. EDGE DISTANCE 1/4' MAX. SHIM GAP 3/4' MIN. INTERIOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING SPRING LOADED LATCH OPTIONAL TO SWEEP LATCH LIMIT MAX. LOADS TO ±60 PSF EXTERIOR INTERIOR FRAME WIDTH • u 1 •• • • • • •s ewes L eiththe MIMI • • surrsSOit.e ',DI • 1cs c ,tan No • • • • • • • • ixp•itlr•D8• 3 Pr°duct Ooutrol • • • • •• • • ••• • • • • • • ..• • • • • • •• • •-•:;• ., • • yv • • •• • • • • • • •• • • • • 1/4' MAX. SHIM GAP 3/4' MIN TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAMES TE OF LORIOP., *�,; r pi11 / SERIES 'TARGA 7200' PVC HORIZ. ROLLER WOW. (LM.I./S.M.I.) COMP-ANL\W13-42CG1 FAX. (305) 593-6592 8 0 A 8 UPDATED TO 2017 FRC v 0 0 C drawing no. W13-42 (sheet 8 of 11) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI-1009 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. E2 CGI-1002 EOUAL LEG FRAME JAMB / SILL P/C DECEUNINCK NORTH AMERICA LLC. E3 CGI-1016 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. E4 CGI-1015 FLANGE FRAME JAMB / SILL. PVC DECEUNINCK NORTH AMERICA LLC. E5 CGI-1021 FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. E6 CGI-1020 FIN FRAME JAMB / SILL PVC DECEUNINCK NORTH AMERICA LLC. E7 CGI-1003 SCREW COVER PVC OECEUNINCK NORTH AMERICA LLC. E8 CGI-1004 FIXED MEETING STILE PVC DECEUNINCK NORTH AMERICA LLC. E9 CGI-1005 LOCK STILE PVC DECEUNINCK NORTH AMERICA LLC. E10 CGI-1010 TOP / BOTTOM RAIL PVC DECEUNINCK NORTH AMERICA LLC. E 1 1 CGI-1007 JAMB STILE PVC DECEUNINCK NORTH AMERICA LLC. E12 CGI-1008 IG GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. El CGI-1025 7/16" MONOLITHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. El CGI-802 FIXED MTG. STILE REINFORCEMENT 8005A-T5 CGI EXTRUDER El CGI-807 LOCK STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER E16 CGI-800 TOP/BTOOM RAIL & JAMB STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER El CGI-803 HEAD TRACK 6005A-T5 CGI EXTRUDER E18 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-T5 CGI EXTRUDER 6" LONG AT MTG. STILE LOCATION E19 CGI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6" LONG AT MTG. STILE LOCATION M1 SCS 1200 GLAZING SIUCONE (1/2" X 3/16" BEAD) SILICONE GENERAL ELECTRIC M2 DOW 995 GLAZING SIUCONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING M3 DOW 899 GLAZING SIUCONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING M4 70-10001 ROLLER NYLON/SS SULLNAN OR EQUIV M6 70-10044 SWEEP LOCK - CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS M7 70-10045 KEEPER - CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS MB 146-1A WEEP HOLE COVERS PVC CGI-CUSTOM M9 W43291NW .187 x .290 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB M10 - SETTING BLOCK, 2 PER LITE EPOM - DUROMETER 85±5 M11 PROTECTO WRAP WATERPROOFING 0R EQUIV. AT FIN FRAME M12 W2315NW .187 x .150 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB M13 W23221NG .187 x .220 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB M14 71-10047 ANCHOR BUSHING NYLON CGI-CUSTOM REQD. WITH FLAT HEAD ANCHORS AT FIX. LITE ONLY M15 70-10002 SPRING LOADED LOCK, 4" LONG 6063-75 CGI CUSTOM - S3 #8 X 3" TRUSS HEAD SMS - MEETING RML ATTACHEMENT 4 PER MTG RAIL S4 #8 X 1/2" PAN HEAD SMS - HEAD TRACK S5 #6 X 3/4" FLAT HEAD SMS - SWEEP LOCK/KEEPER WHITE RIGID PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND 'MDCA'. PRODUCE RI VISW •• ••• • • • coep'.ying,yrip tiltFCV& • uiL g C oo ) 10 Et.• • • • • • Kc.u,4 Na i' OND4inn DYz • • • •• ••• •• • •� • ••• • • • • • • • • • • •• • • •• • • • • •• • • 01Rfi•R/ �4fismi AM Product fotle'e,T • ••• • • • •.; • • • • • • • • •• • • • ‘011111„,� .XGEN91 1 No. 70592 - ATE OF •�� 04VAL t \`‘ �U,11111 �` ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U N 0 FAX. (305) 593-6592 0 0 8 5 0 GENERAL REVISION NO CHANCE THIS SHEET 2 55 5 0 UPDATED TO 2017 FBC n' v 0 0 drawing no. :W13-42 sheet 9 of 11 • FLANGE FRAME HEAD .060 .060 3.250 E4 FLANGE FRAME JAMB/SILL 00 1. call L_ 1.750 .070- ! VENT TOP/BOTTOM RAIL .705 1.030 1.140 .125 TOP/BOTTOM RAIL REINFORCING JAMB STILE REINFORCING HEAD TRACK FLUSH FRAME HEAD EO FLUSH FRAME JAMB/SILL LOCK STILE LOCK STILE REINFORCING FRAME REINF. SMALL FIN FRAME HEAD FIN FRAME JAMB/SILL 2.250 — 1.721 E8 1L, I� 00 .070 -} —1.598 FIXED STILE FIXED STILE REINFORCING JAMB STILE .661 I� 1 O50 .322_ 6—f O SCREW COVER .628 GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) 15 SPRING LOADED LATCH .060 FRAME REINF. LARGE •• • • • • • • • • •• • • • • • • • • • • P,)DeCTREYEED A.y+, N'tfY1�F�'7{I�• • • • • • • lwldnl'; • •• ••• •• rpccep •-- d Exgitation Data'+,!7llt By • . •ram ".....�. . • • • • • • ii4` Dade ' t' • •' 70502 • • • rt • • • • •f \\* :*__ • • • • • • • " • • • • • • • • • • •'- ... Y <4 ..? • • SVOti.!• I ATE OF t{j`, • • • • • • `_ Op10P.'-cy`�� NM. ,.x` `o1 111 If Z 0 ON G fr O J O ` • � C1Nm V p0O T4 rtm 00.0.a feg9 aW�LLF Zo Qwg'i SERIES 'TPRGA 7200' PVC HOPo2. ROLLER WOW. (LN.I./S.M.I.) j • � W O T.I 0 0 0 drawing no. W13-42 Lsheet 10 of 11) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • FRAME TOP CORNER FLANGE FRAMES SHOWN FWSH & FIN FRAMES SIMILAR MITERED WELDED CORNERS 1,44110 I� FRAME BOTTOM CORNER FLANGE FRAMES SHOWN FLUSH & FIN FRAMES SIMILAR MITERED WELDED CORNERS MITERED WELDED CORNERS VENT TOP/BOTTOM CORNER •• • • • • • • • • • • • •• • •• • • • • • • •• • • • •• FIXED STILE TOP/BOTTOM CORNER FLANGE FRAMES SHOWN • • • • • • • • • • FLUSH & FIN FRAMES•SIMIjAR • • • •' •. -•y • • • • • • • • •-"• • • • • • •• • • • • • • •• • • • • • • PRODUCT REVISED • aowomplNips wi�Fllri �#nilQjng Goods 1 •1cc� tartip o0P•atirifV • trl: t Dade Product • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • MITERED WELDED CORNERS 0\1�111111cc/ �T • .s EN � 0.70592 yU P0 0 0 Lei -J —J 0 C FAX. (305) 593-6592 v 0 d i s drawing no. W13-42 Sheet 11 of 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 N. W. 25th Street, Miami, Fl. 33172 SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing :he ,se of oonsiruction materials. The documentation submitted has been reviewed and accepted by Mianfi:Datie Combr •I2ER— Product Control Section to be used in Miami —Dade County and other areas where mum by the•Atdhority • Having Jurisdiction (AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miamii 13.de Cowry roduct • Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miatgi jlt e County) reserve • • the right to have this product or material tested for quality assurance purposes. Ifitlars•pfoductig4gleterial fails to perform in the accepted manner, the manufacturer will incur the expense of roi.te€ ting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within•their;urisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miamj—D�.dg, County Product • Control Section that this product or material fails to meet the requirements of the appli!ab1>s buildifigAile. • This product is approved as described herein, and has been designed to comply with the FloridrBttilding Code, including the High Velocity Hurricane Zone. • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy a ESCRIPTION: Series "FD-7700" Outswing PVC French Door w/ &w/o Sidelite aril Transom-L.M.I APPROVAL DOCUMENT: Drawing No. MD-7700.1, Series titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County 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 shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0126.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted do0cumentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY �NOA N. 17:0504.077 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 Page 1 • . • • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 15-0409.05) 2. Drawing No. MD-7700.1, Series titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 04/10/17, preparsed by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ; • • • • .. . • ... . . . .... B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... • • : • 2) Uniform Static Air Pressure Test, Loading per•FBWC, TAS' •:05-'04 3) Water Resistance Test, per FBC, TAS 202-94 . . : • • •. 4) Forced Entry Test, per FBC 2411.3.2.1, and 1'AS202-94 • "•' 5) Large Missile Impact Test per FBC, TAS 20 t-94 ; • 6) Cyclic Wind Pressure Loading per FBC, TA4 203-94 . • . along with marked -up drawings and installation diagram of a Series FD-5570/1 J ; 2770 PVC double entrance outswing doors, prepared by Fenestration Testing" Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA# 16-0126.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA# 16-0126.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA# 16-0126.05) Manuel P.E. Product Controlt x finer NOA No. 1 - 504.07 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 along with marked -up drawings and installation diagram of an outswing PVVC French door, prepared by Fenestration Testing Laboratory, Inc., Test RCAo;l•IVo. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. •• ' ."•'. (Submitted under NOA# 15-0409.05) • • • • 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.F$C, TAS.2-94 • • 2) Large Missile Impact Test per FBC, TAS 20 -094. • • • • 3) Cyclic Wind Pressure Loading per FBC, TAV2031.94 ' • •' • along with marked -up drawings and installation diagram of ariaaring Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc.,:TeSt leportNo. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya: Jr.i E. • (Submitted under NOA# 15-0409.05) • • • • ••• • • • 6. 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 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA# 15-0409.05) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA# 15-0409.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed Anthony Lynn Miller, P.E. (Submitted under NOA# 15-0409.05) 2. Glazing complies with ASTM E1300-09 E-2 5th by —711 Manuel Pe P.E. Product Control xa iner NOA No. 1 04.07 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Interlalers,'dated 01/19/17, • • expiring on 07/08/ 19. • • •• • • •• •• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray erica, Inc.•for their • "Kuraray SentryGlas® (Clear and White) Glass Interla +s.' dater .06/25/11, • expiring on 07/04/18. • • • • • • • • • • 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extru oni Limit�ect iar thee' • • • "White Rigid PVC Exterior Extrusions for Windows and k44rg", datec��1/06/1'T, •• . expiring on 09/30/19. (Submitted under NOA No. 15-0409.05) . . • 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extruutonl Limitttl.far theft "Brown Coated (Painted or Laminated) White Rigid PVC Exterior'xrrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.05) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.05) 6. Notice of Acceptance No: 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.05) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under NOA No. 15-0409.05) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under previous NOA No. 15-0409.05) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. 15-0409.05) Manuel Pe E. Product Control xami er NOA No. 17- 4.07 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-3 • CGI Windows and Doors, Inc. E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 15-0409.05) • 11. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303;13. • • (Submitted under NOA No. 15-0409.05) • • • 12. PVC-AAMA 303-13, Voluntary Specification for Rigid •Polyvicr l• Chloride 4TC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA•1"&litstration Exterior• Profile Certification Program. • • • .... .••. (Submitted under NOA No. 15-0409.05) F. STATEMENTS . . . • 1. Statement letter of conformance to and of complying with FBC 5th edition €2.4C4) and tFBC.6th_ Edition`(2017),,dated August 168, 2017, issued by mliaufarturer, Si, -Led and; sealed by Anthony Lyn' Miller, P.E. •..•.• . •• •• •. . . . .... 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated April 28, 2017, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 15-0409.05) 4. Testing Proposal #15-1178, dated 07/23/15, issued by the Product Control Section, signed by Jaime Gascon, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0126.05, issued to CGI Windows & Doors, Inc. for their Series "FD-7700" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved on 05/05/16 and expiring on 01/23/19. Manuel re P.E. Product Contro E miner NOA No. -0504.07 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-4 SERIES FD-7700, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. • 5) IF SILL 15 TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4' SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. 0 R VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 12) REFERENCES: TEST REPORTS: FTL-7339, 7371, 8715, 8716 & 8717 NOA'S: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA. VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA Material Min. Fy Mln. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator® 57 ksi 96 ksi Elco Ultracon® 155 kai 177 ksi 410 SS Elco CreteFlexe 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 kg) 45 ksi GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 2 GLAZING DETAILS 3 DESIGN PRESSURES 4-5 ANCHORS 4-6 INSTALLATION 7-9 EXTRUSION PROFILES 10 PARTS LIST 11-12 CORNER DETAILS 11 HARDWARE DETAILS 12 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE 1: Group Anchor Substrate Min. Edge Distance Min. Embedment A 3116" Elco Ultracon Ungrouted CMU, (ASTM C-90) 1" 1-1/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #10 Steel SMS (G5) #10 410 S.S. SMS #10 188 S.S. SMS P-T. Southem Pine (SG=0.55) 1/2" 1-3/8" Aluminum, 6063-T5' 5/16' 0.063" Steel, A36' 5/16" 0.063" Steel Stud, A653 Gr. 33' 5/16" 0.063" 3/16" Elco Ultracon P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" C #12 Steel SMS (GS) #12 410 S.S. SMS #12 18-8 S.S. SMS P.T. Southem Pine (SG=0.55) 9/16" 1-3/8" Aluminum, 6063-T5' 3/8" 0.071" Steel, A36' 3/8" 0.071" Steel Stud, A653 Gr. 33' 3/8" 0.071" (14 Ga) 1/4" Elco Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1" 1-3/4' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" Elco 18-8 S.S. Aggre-Gator P.T. Southem Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.27 ksi) 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) 4" 1-1/4" D 1/4" Elco Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 1/4- EIco410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 13/4' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TABLE 2: Type # Description Where Used: 1 1-3/16' Lami. IG (1/8" T- 11/16" Air- 1/8" ANN - .090" PVB - 1/8" ANN) Door 2 1-3/16" Lam). IG (3/16" T- 5/8" Air- 1/8" ANN - .090" PVB - 1/8' ANN) Door 3 1-3/16" Lami. IG (1/8" T - 9/16' Air - 3/16" ANN - .090" SG - 3/16" ANN) Sidelite/Transom 4 1-3/16" Lami. IG (3/16" T -1/2" Air - 3/16" ANN - .090" SG - 3/16" ANN) Sidelite/Transom 5 1-3/16" Lami. IG (1/8" T - 9/16" Air - 3/16" ANN - .090" PVB - 3/16' ANN) Sidelite/Transom 6 1-3/16" Lami. IG (3/16" T - 1/2" Air - 3/16" ANN - .090" PVB - 3/16' ANN) Sidelite/Transom 7 7/18" Lami. (3/16" ANN - .090' PVB - 3/16' ANN) Door/Sidelite/Transom "ANN"=ANNEALED "T"=TEMPERED •• ••� """"""��•��•'''''' ••••,,�� • • •• "PVB" • .090" TROSIFOL® PVB INTERLAYEit BY KUKA Y Ay�ERIA, fe.• • • • "SG" = .090" SENTRYGLAS® INTERLAYERMY KURARAYIIM€R� , IN • • • • SEE SHEET 3 FOR SPACER INFORMATION. • • • • • • • • • • • • •• ••• •• • • • •• CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-12 •AISC 360-10 • ••• •• • • • • • • • • • • •• • • • • • • • •• • • • • • • •• • • • • • • • ••• • • • • • • PRODUCT REVISED as complying with the Marge 3uildin8 Code Acceptance hio) -050 •,5'� E p ru Dare e.i3ONJ(+ Lu i By ! ',P' Da2t P(04/91f:.: B) UPDATED TO FBC 2017, ADDED SPACER DWGS. - JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480-1600 CERT. OF AUTH. #29296 59 = 0 C G ss coa ea 03 cc g ea o ss a G = te E3 (") 5, a,00 VINYL FRENCH DOOR AND SLT/TR J ROSOWSKI 4B Um0.,0 GENERAL NOTES m .aa4 0 r 0 "0N 9M0 CSC 0 Iaa4S Z along 8- r` r` 0 tL .1E1 asap SaydS Illurnllr * No. 58705 :* 474141 ,,,Ck"s'••:et ORIDP,.•(es /lllllltll A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • the •• • • • •• •• ••• • • • ••• • • / 37-9 16' MAX SLAB WIDTH 93-7/8' MAX. SLAB HEIGHT TYP. DOOR SLAB —.-{�.-- 1" MULL (X2) 76" MAX. 96" MAX. HEIGHT (ALL DOOR CONFIGS.) 40" MAX 1 TYP.. 38-3/4' I-+- (38.79") �I MAX. I I / 1 / / / OIXXIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) X EXAMPLE CONFIGURATIONS 76" MAX. ® f 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 111' MAX. HEIGHT OR WIDTH S NGLE 0 (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9. SHEET 5 106-1/16" MAX DLO 111' MAX. HEIGHT OR WIDTH 38-3/4" MAX. 1" MULL OIX (SHOWN) OR XIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 40" MAX. TYP. 40" MAX. HORIZONTAL MULLION LENGTH (f 1" MULL 96" MAX VERTICAL MULLION LENGTH SINGLE 0 (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96' IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. 010 (MA) MUM OF 7 MULLED SIQELITE•SI (WIDE STILES ANE JARROW RAILS SHOWNOtl SIDEi&iES) • • • • • • • • • • • • • • •• • • 38-3/4" :MAX. 1" MULL —�-I 1 / 1 OIXIO (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES) 1MULL • • • • • •• • •• - • • • • _ }• ��•**�}_ • • • • W "i • • • • HORIZONTAL • • MULLION (WIDE STILES AND WIDE RAILS SHOWN • • • ONSIDELITE & • • �TR�NSOM)� • • • • • • • • • ••• • • • • • • •• 40" MAX. TYP. 1"MULL 38-3/4" O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) PRODUCT REVISED a complying with tir FA7ti tS Building Cod Acceptance NO I " •. f I 1 `I Expir. '.n Date_ 19 By Mi B) NO CHANGES THIS SHEET JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941)480-1600 CERT. OF AUTH. #29296 OD VINYL FRENCH DOOR AND SLT/TR J ROSOWSKI EXAMPLE CONFIGURATIONS �aa n 0 P4 0 N 1004.5 to H Z 0 0 LL owl "SSG ua5 �.�`IIIIYILYN / 40' oCENgF'•ge•(.0%� *• No.58705 :* �o :a H X$ •. STA OF ()NAL E�G. ,111111111 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • GLAZING DETAILS 1-3/16" NOM. GLASS STACK 11/16" AIRSPACE 1/8" TEMPERED GLASS EXTERIOR dI.=III it 11E4 0000 CD gip 5/16" LAMINATED GLASS STACK 1/8- ANNEALED GLASS 90" PVB /8" ANNED GLASS 3/16" TEMPERED GLASS 11116' EXTERIOR GLASS BITE a LLGLASS TYPE'1, USED IN DOOR ONLY 1-3/16" NOM. GLASS STACK 1/2" AIRSPACE 3/16" TEMPERED GLASS o lig0000 II��1 o I�oMI►i‘111.- m EXTERIOR 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS .090" SG 9/16" AIRSPACE 1/8" TEMPERED GLASS 3/16" ANNEALED GLASS 1-3/16" NOM. GLASS STACK 5/8' AIRSPACE 1-3/16" NOM. — 5/16" LAMINATED GLASS STACK f GLASS STACK 1/8" ANNEALED GLASS .090" PVB 9/16" AIRSPACE 1/8" ANNEALED GLASS 11 1/8" TEMPERED GLASS GLASS TYPE 2 USED IN DOOR ONLY 1-3/16" NOM. GLASS STACK EXTERIOR a 11/16" GLASS BITE GLASS TYPE 4 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 7/16' LAMINATED �- GLASS STACK 3/16" ANNEALED GLASS .090' PVB 3/16' ATEALED GLASS GLASS TYPE 7 USED IN DOOR, (SHOWN) & SIDELITE/TRANSOM 11/16" GLASS BITE 7/16' LAMINATED GLASS STACK 7/16" LAMINATED —SILICONE GLASS STACK 3/16" ANNEALED GLASS STRUCTURAL 090" SG POLYISOBUTYLENE WITH DESICCANT 11/16' GLASS BITE GLASS TYPE 3 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 1-3/16' NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS '■■ 3/16" ANNEALED GLASS 6 .090' PVB G — 3/16" ANNEALED GLASS , 3/16" A FAI FD GLASS 3/18' TEMPERED GLASS 11/16" GLASS BITE GLASS TYPE 5 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 1/2" AIRSPACE EXTERIOR a 11/16' GLASS BITE GLASS TYPE 6 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. Part# Description Material 37 Kommeding 4SG TPS Spacer System See this Mas for Matteerials 38 Cluanex Super Spacer nXTwith Hat Melt Butyl 39 Quanex Dureseal Spacer 40 Cardinal )L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 • • • • • • • • • • • • • • EXT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS POLYISO- •• • • •• • • •BU'T'LE•N • • • • • • • SEAL•\'�� • III EXT.GLASS •• • • • • •• • • • • • • • • • • • 1/4' NOM. 37 KODISPACE 4SG TPS INT. GLASS HOT -MELT BUTYL 3/16' NOM. SUPER 38 SPACER® NXTTM INT. GLASS ALUMINUM REINFORCEMENT DURASEAL® 39 SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE"'" SPACER INT. GLASS •• • VRODUCT 8EV1S682 Ili complying with the F%tide Building Code '��G Acceptance 20 t7 Edo p"° B) ADDED SPACER DRAWINGS - JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480-1600 CERT. OF AUTH. #29296 CO es Ca 00 es Qat w 0 A c e3 to 0100 VINYL FRENCH DOOR AND SLT/TR J ROSOWSKI � 8 GLAZING DETAILS „aa 0 O 1- 2 'ON 9M0 csi 0 M 1..45 (n 0I035 o o 1� O IL 0se0 a9a5 0111111111/j 04 `MQIFi; * No. 58705 * =-a 4.A. • - �O,f'.• ATE O•� (v '•• LORIDP. c ' .S!ONAL 1E A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • SINGLE DOOR INSTALLATION 9-1/2" MAX. E CENTERED BETWEEN HINGES SEE NOTE 1 CENTERED BETWEEN HINGES 10-1/2" MAX. ANCHOR REQUIREMENTS SAME AS HEAD TABLE 7: 4" MAX. MAX 4" MAX. a1n' MAX. r CENTERED __J BETWEEN HINGES SEE 12" O.C. NOTE 1 MAX. @LOCK CENTERED BETWEEN HINGES X BLE 3: 9" MAX. X & XX Door. Design Pressure +/-50.0 PSF Glass Type 1 +1-70.0 PSF Glass Types 2 8 7 DOUBLE DOOR INSTALLATION (XX) ASTRAGAL CLUSTER ANCHOR REQUIREMENTS SAME AS HEAD t XX; (USING ASTRAGAL) BLE 4: 4" O.C. MIN., SEE TABLE 4, THIS SHEET, FOR QUANTITY. SEE TABLE 1, SHEET 1 FOR TYPE SEE NOTE 1 XX Door. Astragal Cluster Anchors Required Head & SIII Door Width (in) 48 60 72 76 '_- 0 e0e�s U m e0eyy U m U O _„ 8 a g n g �9- gg gs9- 0_ <(3 Q0 <0 <0 <0 40 aO <0 80 4 4 4 5 4 5 4 4 96 4 5 4 6 4 6 5 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT HORIZONTAL MUWON DESIGN PRESSURE +/-70.0 PSF SIDELITE-TO-SIDELITE MULLION INSTALLATION (010) SEE MULLION CLUSTER ' \ `,DETAIL BELOW ANCHOR REQUIREMENTS SAME AS HEAD MAX. 6" , 4" O.C. MIN. , I I 1 1" MULLION 6" 11 HORIZONTAL MAX. 1 MULLION I APPLICATIONS 9-1/2" i ALWAYS REQUIRE MAX. 1 TWO (2) ANCHORS / (TYPE A-D) AT EACH MULLION END. 40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS. TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, 01X10, XIOIX, 01)010, ETC) SEE MULLION CLUSTER `, DETAIL BELOW ATTACH DOORS AND SIDELITES TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL DOOR OR SIDELITE VERTICAL MULLION DESIGN PRESSURE `,1" MULLION MAX. 6"_\4'O.C. MIN. SEE TABLE 6, THIS SHEET, FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE 1 SIDE- ', LITE +/-70.0 PSF SIDE- LITE/ ANCHOR REQUIREMENTS SAME AS HEAD MAX. 4" O.C. MIN. / SIDE- LITE 96" MAX. MULLION LENGTH IN VERTICAL APPLICATIONS ‘‘1" MULLION 4"d \'4" O.C. MIN. Anchors Required fora Vertical Mullion (each mullion end) Door or Sidel9e/Transom Width (n) 12 24 32 38-3/4 40 Mullion H•BN (n) r6 $� $ O U '' �- t O ❑ pP Q O . p 2 Q O O 2 .8 ❑ $ .8 m E' 6 O Q 2 -n O ❑ , 2 .8 k m �' 2 < O g? Q O ❑ .18 Door BO NIA 2 1 2 2 1 3 2 1 N/A N/A N/A SLT/1R 1 2 1 2 2 1 3 2 1 3 2 1 Door % WA 2 1 3 2 1 3 3 2 N/A WA N/A SLTITR 1 2 1 3 2 1 3 3 2 3 3 2 SEE TABLE 6, THIS SHEET, FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE FOR "OIXXIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HFO-111'S lb AtS B IIO EdWT11 SIX RNCHORS. SEE TABLE 1. SHEET 1. FOR ALL APPROVED ANCHORS. FOUR•OF THE SIX NCAA M ST E I T LE4THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED el FLATji jADi R /16•FLP F D LJLir2ACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE l-W DESIGN ioRESIBUIEE OS EACH ()MPON JJT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "X1O" CONFIGUR/RION, •)1E4DP FC IHE DOOR, NNE MULLKIN AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE Sj[1AD11Rd1��••••'''I�'''i'''ENCH DC MULLIONS. • • • • 3) MULLED CONFIGURATIO SH QY OSSI E SING OHMS MULL )N TYPES, SEE SEPARATE NOA. THE LOWEST COMPONENT DP•S TO B THE VE M Y Q� ""�•.•''' 4) FRENCH DOOR MULLION 6LIWITEDiI 96" IN 1j=RT AI.4P IGCf10:S 110 40 yy410RIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MID WITI N THE SAM j DELIT SOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT REVISED an complying with the Floras Build;t,g Coda ) -00• Acccptence No - Ex. ire0on Dane a B) NO CHANGES THIS SHEET JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480-1600 CERT. OF AUTH. #29296 r r N al 0 N op to Cla CC 30 t.i 0 ke W at C_ C E3 °100 J ROSOWSKI .(9 dMOJO m 'Ada O 0- 0 ON 3MO (L 0 H z d10*5 11 LL asap SO,UOS \`111111111 / ` NY LYNN '', \'\o, ma's' -'`,10ENSF * No.58705 kcsls--.f.CORIOi'.-•' ' IEN.\. A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ,• • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .,o,_, Sidelite/Transom Design Pressure (+1-, psf) for Glass Types 3 & 4 Long Side (in) 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 Short Side (in) 24 +/-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 28 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 *1-70 +/-70 +/-70 38.3/4 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 40 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 */-70 +/-70 +/-70 +/-70 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +/-68.5 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +/-68.6 +/67.7 +167.3 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.4 +/-68.7 +167.6 +/66.5 +/-65.6 48 +/-70 +/-70 +/-70 +/-70 +/-70 */69.9 +/69.1 +/-67.6 +/-67 +/65.8 +/-64.7 50 +/-70 +/-70 +/-70 +/-70 */-70 +/68.4 +/67.6 +166 +/65.4 +/64.1 52 +/-70 +/-70 +/-70 +/-70 +/69.1 +/-67.1 +/66.2 +/64.6 +/63.9 54 +/-70 +/-70 +/-70 +/-69.2 +/-68 +/-65.9 +/65 +/63.4 56 +/-70 +/-70 +/69.7 +/-68.3 +/67.1 +/-64.9 +/63.9 58 +/-70 +/-70 +/69 +/-67.6 +/66.3 +164 60 +/-70 +/69.6 +168.5 +/67 +/-65.6 62 +/-70 +/69.2 +/68 +/66.5 63-3/16 +/-70 +/69.1 +/-67.9 +/66.2 66-5/8 +/69.1 +/-68.9 • ^oLL SideIltelTransom Design Pressure, psf for Glass Types 5, 6 & 7 - Long Side (in) 633/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 Short Side (in) 24 , +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 */-70 +/-70 +/-70 +/-70 +/-70 • 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.9 +/69 +/-68.3 +/67.9 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-69.3 +/-68.3 +/-67.4 +/66.7 +/66.3 42 +/-70 +/-70 +/-70 +/-70 */-70 +/69.5 +/68.8 +/-67.6 +/67 +/66 +/65.1 44 +/-70 +/-70 */-70 +/-70 +/69.1 +/-67.5 +/-66.8 +/-65.6 +/-65 +/-64 46 +/-70 +/-70 +169.4 */68.4 +/67.4 +/.85.8 +/65.1 +/63.8 +/63.2 48 +/-70 +/68.8 +/-68 +I669 +166 +/64.3 +/-63.5 +/62.2 50 +/69.9 +/-67.6 +/66.8 +/65.7 +/64.7 +/-62.9 +/-621 52 +169 +/66.6 +/65.7 +/64.6 +163.6 +/61.7 • • 54 +/-68.3 +/-65.7 +/-64.8 +/63.6 +/62.6 • 56 +167.7 +/65 +/64.1 +162.8 • 58 +/67.3 +/64.5 +/-63.5 • • 60 +/67 62 +/66.9 63-3/16 +/-66.8 - _ - • _ - NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • •• • • • • • • • •• • • SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. IF SHORT SIDE IS 40' OR LESS rl 1__.__� f- r 28" O.C. MAX. IF LONG SIDE IS 40" OR LESS 23-1/2' O.C. MAX. IF LONG SIDE IS OVER 40•' L J 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. -) 12" MAX (LONG SIDE) 6' MAX. 1 J (SHORT SIDE) ~1 (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 28' O.C. MAX. IF SHORT SIDE IS f 40" OR LESS 28" O.C. MAX. IF LONG SIDE IS 40" OR LESS 23-1/2' O.C. MAX IF LONG SIDE IS • • •OIVER410" • • • • • • t •• L •• • • • • • • • • 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40' SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12" MAX (LONG SIDE) •••6"MlW { ��--•--ar• (SHORT SIDE) �I (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) •• •• •• •••• • • • • • • •• • • • • • • • • • • • • •• • • • • J PRODUCT REVISED as complying with tbtF81 B:al,ling Code Acccptan„o No / Expiration Date 3y 1Qiu n .O B) NO CHANGES THIS SHEET JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480-1600 CERT. OF AUTH. #29296 U rc C 9) a/a0 rn 0 cc 0 ee 2 U Z J } z_ J ROSOWSKI Xg uxw0 DESIGN PRESSURE 2 m *aa O 0 2 '6N 9M0 N_ LL 0 a1 cn 1- z BiOJS ti 0 LL *81 ,Sag satms \111111111 //� .‘`‘ oNY LYNAJ +... LICENSE.•. * No. 58705 5 ' ATE Cis •'•:c<ORIDP•.••G��. �'''.S!ONAL 1e-'```x A. LYNN MILLER, P.E. P.E.I/ 58705 • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • !POLL lu: Sidelite/Transom Anchor Quantity Long Side (in) 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 61 0 4 m o n t ¢i�7 n ¢L9 4 m a$ t ¢U�' n ¢0 4 m E a Q V' 8 a La ¢C1 4 m o 8- E? QC7 n E a 4t0 4 m h a §� ¢(7 15n § a ¢C9 4 m `a E? 4CI' n E a QL1' 4 m '�' 8 ¢C9 < a e QU' 9 m a 2? ¢C9 ¢ a 2? ¢(0 m S g ¢ Q F e§a QG 4 m g a ¢t7 Q g a § ¢ 4 m '3. QC�7 Q a d 4 m a 4.t�9 < n Q0 4 m o &. 4 V' Q `o o <C'J m f` a 6U�' 9 c.) a g d.0 < g a Q0 9 m E a ¢(7 Q $ L a ¢('J 9 m 5 t o ¢0 24 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 8 28 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 32 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6_ 5 6 5 7 5 7 5 5 7 6 8 6 36 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 3/4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 6 40 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 8 5 8 5 8 5 5 9 6 9 6 42 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 5 7 5 7 5 8 5 8 5 8 6 5 44 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 5 46 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 48 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 50 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 52 ShodSide 4 3 4 3 4 3 4 3 4 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 6 4 6 4 6 4_ 6 4 6 4 7 4 7 5 54 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 56 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 6 4 ari Short Side 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 60 Short Side 5 4 5 4 5 4 4 4 4 4 Long Side 5 4 6 4 6 4 6 4 6 4 62 Short Side 5 4 5 4 5 4 5 4 Lang Side 5 4 6 4 6 4 6 4 63-3/16 Short Side 5 4 5 4 5 4 Long Side 5 4 6 4 6 4 66-5/8 Short Side 5 4 6 4 Long Side 6 4 6 4 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITETTRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED as complying with tw Mott Building Code Acceptance No I �'g o 1 "1 Expiration Date By Mi B) NO CHANGES THIS SHEET JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941)480-1600 CERT. OF AUTH. 829296 ti c ` 0) atop VINYL FRENCH DOOR AND SLTITR J ROSOWSKI Fa 0009 rn w F- H Z 0 Ct 0 U cc 00 0 0 2 ON 9M0 0 co laa4s co 2 0l03S_ 0 CI u_ • 05.30 sapas ‘‘,ItIll I11/(, ‘.iCErisk. _ * r No.58705 i Fs �'•FCORIDP•.•'• �� A. LYNN MILLER. P.E P.E# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • r • • • • • • • • • • • • • • • • • • • • • • •• •• EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN.#10 FLATHEAD SMS, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM m''' 1.- Illir 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. DETAIL ALSO SEE ABOVE INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. 0 -4 ih\1\1W\\A1\0 r r 70 DETAIL ALSO SEE BELOW TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 114" MAX. SHIM EXTERIOR 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. 3/16" FLATHEAD ULTRACON, SEE TABLE 1, SHEET 1. EXTERIOR 00 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. 0 O • • ( go- 18 23 10 1" FRENCH DOOR MULLION 18 DETAILCI 0 =II 47 OPTIONAL BEVELED COVER e —t 0 Ah • m r j EXTERIOR DETAIL TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. 0 EXTERIOR •• •• • • • • • •• • • •• ••• • IXTNRIOR •• • • • • • • • • • • •• • 0 c 0 INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • • • • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE It ILED ARECTLY 1% MASONRY. WOOD BUCKS DEPICTED AS `2X" ARE 1.1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERSAPP:OVED BY TFIE • • • • • AUTHORITY HAVING JURISDICTION. • • • • • • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. • • • 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. OPTIONAL BEVELED COVER • • • • �/•• �E•AI J / ••• s • • • • • •• • • • • • • •• ••• • • •• • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. P <UDIJCL RE.VISEU as _ ,r, p.vin{; with Ou FioRid3 i1i;iIE;ng Coat c.pmnce Nb 1 0 ¢ Lxpirarion Dale " 10 / 1 rity. mi .c Produc Clrrhl B) ADDED 13b, 198 - JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941 480-1600 CERT. OF AUTH. #29296 N O CO C CY,0) 3 . -- 0 O Z13 E M O 2 H _ 0 Lo J ROSOWSKI .o z 0 J m Aab O 0 0 6- 1- z a1035 0 0 6- 0 LL 35a() S9pOS <,..00N111Y LYNN a�...... .ei ''VCENSF'•. * No. 58705 u c cc ATE- G‘ s!/NAL N A. LYNN MILLER. P.E. P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • EXTERIOR PrIFFNI litrA F\ 116M"\\ ••lll trrtiirriiiiii . 1" FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. ' CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 1/4" MAX. SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. DETAIL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SIDELITE/TRANSOM FRAME WIDTH DETAIL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DETAIL DOOR VISIBLE LIGHT WIDTH (DLO) DOOR FRAME WIDTH EXTERIOR INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 1/4' MAX. SHIM 111111 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER '�•' - / SUBSTRATE, SEE TABLE 1, SHEET 1. 17 1 0 0 ' // .� EDGE DISTANCE DETAIL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EXTERIOR EMBEDMENT EDGE DISTANCE • • • • • • CONCRETE/CMU • • • • • :ZEJ JIR E T • • • •• • • • • ••• DEtF�IL MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM •• ••• •• • • • •• INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • • • • • • • • • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS '1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE IN ALpD DI�ECTLY T • • • • • MASONRY. WOOD BUCKS DEPICTED AS -2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS O APPR VED,Y Tr • • • • • • AUTHORITY HAVING JURISDICTION. • • • • • • • • •• • • • 3) FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. • • • • • • 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 3) EXTERIOR INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. PRODUCT REVISED os c , pl)Ing with the Fttrtidn Building Code Acceptance No / Expiration Date 19 B) NO CHANGES THIS SHEET JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480.1800 CERT. OF AUTH. #29296 =o O N cc g O011 2 G C G E3 N :pa J ROSOWSKI uMo,0 INSTALLATION 2 O 0 1.7 0 2 ON O O 7a"45 F Z 0/0a3 0 0 u_ a17'1 "sa0 SaydS tt111111111111/ NY LYNN '",, P�� •.• 10ENyF •. /ee_e'� No.58705 TE /1/1111111\ A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL® INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS 2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE PER ANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EXTERIOR INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. FULL LENGTH 1/4" MAX. SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, EMBEDMENT SEE NOTE 2, THIS SHEET 1/4" MAX SHIM SEE FLUSHBOLT DETAIL, SHEET 12 DETAIL® DOOR VISIBLE LIGHT HEIGHT (DLO) EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DOOR FRAME HEIGHT DETAIL(1 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. EXTERIOR a INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY TYP. ANCHOR • I111tO nPAScgIR TYPE, EMBEDMENT • • • AND EDGE • • • DISTANCE PER • O • SUBSTRATE, SEE • • • • • TABLE 1, SHEET 1. EMBEDMENT • • • • • CINCRL•fE PER • /RJCHO* • • REQUIENT DETAIL® WINDOW VISIBLE LIGHT HEIGHT (DLO) EDGE DISTANCE EDGE DISTANCE EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4 MAX SHIM TYP. ANCHOR TYPE• EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SIDELITE/ TRANSOM FRAME HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4' MAX. SHIM OR 3.4 KSI NON- SHRINK. NON-METALLIC GROUT -FULL LENGTH EMBEDMENT PROi)-1;CT REVISED as xtiriplying wttp the Algid* Buildnsg Code Acceptance No.1 E.xniratio5 Date B) REVISED # 22 - JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (841) 480-1600 CERT. OF AUTH. #29296 = o ya 0 en C3 c CC 0 3 w0be RI O. _� 3 a1o0 VINYL FRENCH DOOR AND SLT/TR J ROSOWSKI Z 0 5 Q m 0 n 0 2 DMO O 0) H Z ato5s 0 LL amt oSOO SauoS A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• O0 FRAME HEAD & JAMB I- #20000,Rigid Cellular PVC 1.503" .080" 3.564" 05 H NGE STILE REINFORCEMENT #20013, 6063-T6 1 1.375" FRAME SILL #20001, Rigid PVC 1.500" �- .080" .278" 3.518" .080' 3.518" 4.922" .187" —� 2.146' .312" 1.750' PANEL RAIL & STILE 3 E #20002, Rigid Cellular PVC .688' �— OTOP & BOTTOM RAIL 6 REINFORCEMENT #20014, 6063-T6 I.— 1.995" —'-I 1.994' { 1.140' -^�- 1.140" r— + 1 1.450" t p .075 1.355" ,062" 1.359' .062" .2 .281" "�11 II .610' -1— ��I 3"37}T5'I 060"f .060 .070' SCREW I .840" 4 I I� 1.625" INACTIVE INACTIVE BEVELED OGEE FRAME SCREW ADD -ON 1" MULLION ASTRAGAL COVER ASTRAGALCOVER 14 BEAD 15 BEAD COVER FIN/FLANGE 18 CAP #20045, Rigid PVC #20004, Rigid PVC #20005, Rigid PVC #20006, Rigid PVC #20007, Rigid PVC #20008, Rigid PVC #20009, Rigid PVC 1.075" C7PANEL STILE REINFORCEMENT #20015, 6063-T6 f.582" ru 1.45r f075" 2.281" D SIDELITE ADAPTER #20003, Rigid PVC .374" .100" 935" // \\11.632'1-.1- 1.875' —.-I 1 r 0.125" .773" [—�-II�— .062" —I .386" .050 1T 1� 062' ACTIVE O SINGLE DOOR O THRESHOLD O ANCHOR O THRESHOLD HINGE TRIM 7/16" SQUARE ASTRAGAL COVER 20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP 5 •DRIP CAP• • 2B COVER • • 27 BEAD #20011, Rigid PVC #20012, Rigid PVC #20057, 6063-T5 #19031, 6063-T6 #20020, 6063-T6 : • #2:021, 6043•1-6 • :20023 i id PV=`, #20047, Rigid PVC ACTIVE ASTRAGAL #20016, 6063-T6 INACTIVE ASTRAGAL #20017, 6063-T6 •1�114' Fr-. • •1.6.6" 2.285' ( • • 1 • • • 1 • • • • • • �_ 723 �� •• ••04;•• •• •OSOt "FRENCH DOOR MULLION #20022, 6063-T6 .060" 1.260" .770" ACTIVE ASTRAGAL COVER #20044, Rigid PVC .901" I�— ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. .191' .200' • • • • • •• • • • • • • •• • • • • • • .060" .062" PRODUCT REVISED complying with the E1Mida Building Cods l O 04,0 Arocptaua No ??D�9 Expiration Date B) ADDED #13b & #19b, REVD. #22 -JR-04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480-1600 CERT. OF AUTH. #29296 u) o1oa VINYL FRENCH DOOR AND SLT/TR J ROSOWSKI MO u o.N EXTRUSIONS 03 ^aa O n 2 • ON CMC IL 0 O 1- Z INODS 0 O n O tL aun SOC SON OS till t IlI ▪ P'� •tom No. 58705 sYA • 14�wr A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • # POT Part # Description Mateda! 1 20000 Door 8 Skdelha/Trereom Main Frame Cellular PVC 2 20001 Door Frame 5111 Rlgld PVC 3 20002 Panel Stile & Rail Cellular PVC 4 20003 SIdalte Adapter . Rigid PVC 5 20013 Hngo Stile Reinforcement Alum., 605346 6 20014 Panel Re! Reinforcement Alum., 606346 7 20015 Panel Stile Reinforcement Alum, 6063-76 6 20016 Act8a Astragal Rigid PVC 9 20017. Inactive Astragal Rigid PVC 10 20022 1' French Door Mullion Alum, 8083-75 13a 20045 Inactive Astragal Cover Rigid PVC 13b 20004 Inactive Astragal Cover Rigid PVC 14 20005 1-1/16' Bowl Bead Rigid PVC 15 20006 1-1/16' Ogee Bead Rigid PVC 16 20007 Screw Cover Rigid PVC 17 20005 Add -on Fin/Flange Rigid PVC 15 20009 1' Mullion Cap Rigid PVC 19a 20044 Active Astragal Cover Rigid PVC 19b 20011 Active Astragal Cover Rigid PVC 20 20012 Single Door Astragal Cover Rigid PVC 22 20057 Threshold Cover Alum.. 6063.15 23 19031 Anchor Plate Alum., 6063-15 24 20020 Threshold Cover Akarl.. 6063-T6 25 20021 Drip Cap Rigid PVC 26 20023 Hinge Trim Cover Rigid PVC 27 20047 7/16' Square Bead Rigid PVC 28 Fin Weathenitrip 29 1671/3 Frame Weatheretrip 31 714FPT410)ON Frame-to-5Mdo Slab Screw. #14 X1.1/2" Ph. FH, 15.825" O.C. Stainless Steel 32 75101X Frame -to -Nei. Slab Screw #10 X 1• Ph FH, 28' O.C. Stainless Steel 33 78X1FPT410 Reinforcement Screw. 48 X1' Ph FH, 16' O.C. Stainless Steel 34 710)QFPAX Frame Assemby Screw. #10 X2' Ph. FH Stainless Steel 35 714FPT410)1V W-W Slab Assembly Screw #14 X 1-1/2' Ph. FH Sleinlese Steel 36 71420)2.25 N-W Slab Assembly Screw. #14 X2.1/4' Ph. FH Stainless Steal 41 20026 Setting Block, 5.5+/-5duo. Vinyl 42 Backbeddin9: Dow-995 or GE-7700 Silicone 43 Argon Gas 44 6HL5140 tot Melt Butyl 45 1652 Setting Block 9/16' x 4' x 3/16'. 85 +/- 5 dare. Neoprene 46 1614 Setting Block 1/7 x 1' x 1/8'. 85 +/- 5 duro. Neoprene 47 - 73 see Hardware BOM, Table 12, Sheet 12 90 20033 heath* Astragal Cap Acetal 91 20035 Ache Astragal Cep Metal ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART # 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH (XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT (XX DOOR FRAME WIDTH / 2) - 11.5 = DLO WIDTH SLTRR FRAME HEIGHT- 12.1 = DLO HEIGHT SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH WHEN USING PART # 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR JAMB DOOR HEAD DOOR PANEL HEAD DOOR PANEL HINGE STILE DOOR SILL DOOR PANEL LOCK STILE •• • •• • •— • SSDFJIT/TRRNSOM • • • SILL W4IIEIDErRAME (HEAD SIMILAR) S I DELITE/TRANSOM JAMB W/NARROW FRAME t'RODUCf REVISED as complying with die f$t1 8 Building Code Acceptance No •O Expiration Date B) ADDED #13b 8 #19b, REVD. #22 -JR-04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275, (941) 460-1600 CERT. OF AUTH. #29296 0/00 VINYL FRENCH DOOR AND SLT/TR J ROSOWSKI mo, CORNER DETAILS AND BOM m 0 0 2 JMO LL 0 )aa45 to F- 2 01wS 0 n 0 LL nsa0 e,.as vvlt t11111///// ONH.LYN!V /', � �'��.• �10EN,9F ��:� _ .: • No. 58705 trier EV` S /'',/'ONAL 1 - 7` A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • (70-72)--\ EQUALLY - SPACED EQUALLY - SPACED EQUALLY - SPACED 1 1 e" MAX. TYP. TABLE 12: "X" CONFIGURATION HARDWARE DETAILS & LOCATIONS (47.49 (62,63 # PGT Part# Description Material 47 666032701 P3000 3-PT Rhino Lock (6'8"), Amesbury Inc. Stainless Steel 48 666032702 P3000 3-PT Rhino Lock (oeer 88"), Amesbury Inc. Stainless Steel 49 71032X1FPFX Rhino Lock Screw: 10-32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, (X): #10 X 1" Phil. FH 410 S.S. 55 78X12PFHUX Strike Plate Screw, Q0Q: #8 X 1/2" Phil. FH 410 S.S. 60 7381202 Flush Bolt (09 61 7803725 Flush Bolt Rod 000 62 420034 Flush Bolt Guide (XX) 63 7832X12FP)P Flush Bolt Guide Screw. 8-32 X 1/2" Phil. FH 64 48033N Guide Pin Q09 65 78036 Flush Bolt Strike Plate ON, Amesbury Inc. Stainless Steel 66 7832X12FPXP Flush Bolt Strike Plate Screw, 90g: #8 X 3/4" Phil. FH 410 S.S. 67 varies Handle/Lever 68 varies Dummy Handle/Lever 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw #10-32 X1" Phil FH Stainless Steel 72 75101X Hinge, Frame Screw. #10 X 1" Phil. FH Stainless Steel 1 L 1 \ 7 lI e, f(1, ,!<7 /' "XX" CONFIGURATION HINGE DETAIL: SEE DETAIL, TOP LOCK SIMILAR •• • • • • • • • • •• • • • • •• • • • •• 9/16" BEYOND PANEL •• • •• • • 53, 55� FLU SIBOLT: ETAIL: • • • • • • • • • ••• . . VRODUCf REVISED as complying with the Pbfi4a Building Cudc D4.0� Accoptanfc No Expiration Date 9t) lc! B) NO CHANGES THIS SHEET JR - 04/10/17 PREPARED BY: A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275, (941) 480-1600 CERT. OF AUTH. #29296 U C N 6) _04 CD O 00 CO 1— 0 = M O N M m f0 _ it) O Z E c O U� 0) n J ROSOWSKI DESIGN PRESSURE TABLES 3 03 •"aa O aN 9M0 LL 0 Cg 1aaws rn F z 0 1- 0 0 sap gas ttillrlrrr ,,.`p NY LYNgr �" �'��.•' LicENSF •.. :* No. 58705 cif T ' ;S!t ONAL e's \. A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 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 flieNtithority, Having Jurisdiction (AHJ). ▪ ' This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Celsrity Prooksot•Lontrol, Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade eettl,ty) reserve•the right to have this product or material tested for quality assurance purposes. If this preifttf or matellt • fails td • perform in the accepted manner, the manufacturer will incur the expense of such test i and the A' IJ ma)?':"• immediately revoke, modify, or suspend the use of such product or material withi n• :r jurisdht io i. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade• cpp i y Product Control • • Section that this product or material fails to meet the requirements of the applicable:bui?dijig code. . • This product is approved as described herein, and has been designed to comply with the F1ora$a'13ui1ding • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Code, including the High Velocity Hurricane Zone. • • • • •• • • • • • • DESCRIPTION: -Series "Targa 7100" White PVC'Single Hung Window - L.MJ. • APPROVAL DOCUMENT: Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05/15/13, with revision E dated 11/13/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY faitmai _ LNOA No. 17-1011:10 Expiration Date: February 20, 2019 Approval Date: December 28, 2017 Page 1 CGI Windows and Doors, 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. 13-1115.08) 2. Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05/15/13, with revision C dated 04/03/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • . . • B. TESTS •.•.•• • 11. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet FJC TAS 2.02-94 . • 2) Large Missile Impact Test per FBC, TAS 2Q4•94. •.... • • • 3) Cyclic Wind Pressure Loading per FBC, TAS•203-94 • • • • • • along with marked -up drawings and installation diagram of :: e .es 750t• PVC fixe• • • • window, to qualify DuPont "Butacite" PVB interlayer, Durased Super•Spacer® • • insulating glass spacer, prepared • by Certified Test Laboratories,: Test: Report N. • CTLA-3056 WA, dated 03/03/15 and CTLA-3056 WB, dated Q3(03/1, signed ate...., .. • •• . . sealed by Ramesh C. Patel, P.E. . .•. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. Manuel Per .E. Product Control E iner NOA No. 17-1011.10 Expiration Date: February 20, 2019 Approval Date: December 28, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 202-9 ..;• along with marked -up drawings and installation diagram of a xtr� tded • .nyl equal • • leg,/fin/flange frame single hung windows, prepared .113‘..(ertif41„..Testing • Laboratories, Test Report No. CTLA-3032W dated 10/17/14•shred and scaled by Ramesh C. Patel, P.E. • • (Submitted under NOA No. 14-1222.03) • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .. • .. • • 2) Uniform Static Air Pressure Test, Loading par•T'BC, TAS 2.02-94 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Large Missile Impact Test per FBC, TAS 201-514. • • 5) Cyclic Wind Pressure Loading per FBC, TASs .20I-94 • : : • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame single hung windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014638P, dated 09/28/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 11/13/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-1222.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per Product Control E dart er NOA No. 17-1011.10 Expiration Date: February 20, 2019 Approval Date: December 28, 2017 E-2 •• • • CGI Windows and Doors, Inc. E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. 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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch .mictI Coml.paiy(MAI for their "Saflex CP — Saflex and Saflex HP Composite Ghts .Interlayers with • • PET Core" dated 06/19/14, expiring on 12/11/18. • • •••• 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chethin• t Company (MAI • for their "Saflex Clear and Color Glass Interlayers" dated: V/14, • :xXii in.g or2 05/21/16. • • 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck N®rtii.Amerf .kLC fog their "White Rigid PVC Exterior Extrusions for WindgwS: apd Door&' dated • • • 02/20/14, expiring on 02/19/19. • ▪ . • .. . .• • • STATEMENTS • ••• 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated November 14, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-1222.03) 2. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-1222.03, issued to CGI Windows & Doors for their Series "Targa 7100" White PVC Single Hung Window - L.M.I., approved on 03/26/15 and expiring on 02/20/19. Manuel Pere E. (/ Product Control E . '�� . er NOA No. 17- 1.10 Expiration Date: February 20, 2019 Approval Date: December 28, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED I A. DRAWINGS 1. Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05/15/13, with revision E dated 11/13/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS, 1. Anchor verification calculations and structural analysis, conetying with ,BC Edition (2017), dated 08/30/17 revised on 11/16/17, prepared b 7.AI..1"arooq • • 2. Glazing complies with ASTM E1300-09 • • Corporation, signed and sealed by Javad Ahmad, P.E. •• •• •• • . °• • •••• D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. 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. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21, • • • • . .. • • •. •. • • • • • • • • •••• • • •••• • � • • • 1. Miami -Dade Department of Regulatory and Economic Resource R). : : • • •• F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with iFBC 6th Edition (2017)'and of no financial interest, dated August 30, 2017, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.06, issued to CGI Windows and Doors, Inc. for their Series "Targa 7100" White PVC Single Hung Window - L.M.T., approved on 09/03/15 and expiring on 02/20/19. Manuel Pe • .E. Product Control ; .. i ner NOA No. 17- i 11.10 Expiration Date: February 20, 2019 Approval Date: December 28, 2017 E-4 • FALSE MUNIINS (SURFACE APPUED) MAY BE USED 53' INTERIOR FRAME WIDTH I LOCKS 7. // '% 7. NV 1 i% 47 1/16- D.LO. (VENT) 50 1/16' VENT WIDTH FLANGE FRAMES SERIES 'TARGA 7100'---,---- WHITE PVC SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TD SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED CUPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEAIJNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 53' INTERIOR FRAME WIDTH 46 9/16' D.LO. (FIX. LITE) 0 FALSE MUN11N5 (SURFACE APPLIED) OPTIONAL a o n ; 0 47 1/16' D.L.O_ (VENT) 50 1/16' VENT WIDTH FLUSH FRAMES? �J TYPICAL ELEVATIONS �><Im _LOCKS 53• INTERIOR FRAME WIDTH 46 9/16' D.LO. (FIX. UTE) 0 n // • 0 LOCKS f n N 47 1/16' D.LO. (VENT) 50 1/16' VENT WIDTH FIN FRAMES • LOCKS (1) PER VENT FOR WOW. W. UPTO 25' AT MID WIDTH (2) PER VENT FOR WOW. W. ABOVE 25' AT 7' FROM EACH END THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DAYLITE OPENINGS* DLO WIDTH - INTERIOR FRAME WIDTH - 4.4375 (FIX. LITE) DLO WIDTH = VENT WIDTH - 3.0 (VENT) • . DLO HEIGHT (EQUAL LTIES) - WINDOW HT - 7.750 2 LAMINATED GLASS INSULATING LAMINATED GLASS LARGE & SMALL MISSILE IMPACT INDIX OF DRAWING • • • • • • • •PRO%ilC} Reinpfd SHEET N0. • • • •aa :rill ith jpe`Florida 1 GENERAL NOTES, FLANGE, FLUSH &i1N FRANC El VS•N0 -N•.�v'j7 • -1O'13.i0 WINDOWS CAPACITY CHARTS • • • • • • • • • GLAZING DETAILS 1_zprratlon date 02r1 e2019 2 3 4 dr 5 6 7 8 9 10 DESCRIPTION • • • • •Bu ink Fb FLANGE FRAME DETAILS By FLUSH FRAME DETAILS FIN FRAME DETAILS •• • • • • • BILL OF MATERIALS • • • • • EXTRUSION DETAILS • • • • • • VENT AND FRAME CORNER CRISTRUCTAN DEMIL:! Morn ode Product Cont • • • • • • • • • •• • • • • • •' • • • • • • •• • • U J; A. V Lel 6 1 8 R 5 0 S drawing no. W13-23 sheet 1 of 10 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ' EQUAL' LITES WINDOWS - WIDTH - UNEQUAL. LITES WINDOWS WIDTH - - �, �� 11 ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF INTERIOR FRAME CLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3633) ( TEL (306) 2648100 FAX- (306) 262-6976 ( COMP-ANL\W1 DIMENSIONS 'A', 'el', 'B', 'B1' 'C', 'Ci' :HT ~ ✓ DIMENSIONS 'A', 'A1', 'B', '81' 'C', 'CI' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT Ex.(+) 1141'.(-) EXT.(+) 1NT.(-) 18-1/8' 60.0 60.0 70.0 75.0 � 18-1/8• 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 j 25-1/2' 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 36' 60.0 60.0 70.0 75.0 41" 25' 60.0 60.0 70.0 75.0 41" 49-5/8' 60.0 60.0 70.0 75.0 47" 60.0 60,0 70.0 75.0 47' 60.0 60.0 70.0 75.0 E3 52-1/8' 60.0 60.0 70.0 75.0 J s 52-1/8' 60.0 60.0 66.3 66.3 xx 53•60.0 60.0 70.0 75.0 53" 60.0 60.0 64.7 54.7 .16-1/8: E -..60.0! `60.0- 70.0 75.0 11 18-1/8' 60.0 60.0 70.0 75.0 1/2' 60.0 60.0 70.0 . 75.0 /kkk� 25-1/2" 60.0 60.0 70.0 75.0 36' 60.0 60.0 70.0 75.0 '/ 36' 58• 60.0 60.0 70.0 75.0 �i rc 41' 37-3/ 8' 60.0 60.0 70.0 75.D 41' 60.0 60.0 70.0 I 75.0 .- W i + 60.0 60.0 70.0 75.0 ..e,, 2 l 47' 60.0 60.0 70.0 73.5 -- 47" 52-1/8' 60.0 60.0 70.0 75.0 7 18-1/8' 60.0 60.0 70.0 75.0 53" 60.0 60.0 70.0 75.0 EQUAL UTESy 25-1/2" 62' 60:0 60.0 70.0 75.0 UNEQUAL LITES (ORIEL TYPE) SERIES 'TARGA 7100' PVC S.H. WDW. (L.M.I./S.MJ.) I CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-5590 FAX. (soy) 593-6592 18-1/8" 60.0 60.0 70.0 75.0 36' 60.0 60.0 70.0 .75.0 25-1/2' 60.0 60.0 70.0 75.0 41' 60.0 60.0 70.0 I 75.0 36" 60.0 60.0 70.0 75.0 18-1/5' 60.0 60.0 70.0 75.0 41" 49-5/8" 60.0 60.0 70.0 75.0 25-1/2' 73-1/4" 60.0 60.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 36' 60.0 60.0 70.0 75.0 52-1/8' 60.0 60.0 70.0 75.0 18-1/8' 76" 60.0 60.0 70.0 75-0 53' 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 18-1/8" 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 36' 60.0 60.0 70.0 75.0 • 41" 58" 60.0 60.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 52-1/8' 60.0 60.0 70.0 75.0 53" 60.0 60.0 70.0 75.0 18-1/e" 60.0 60.0 70.0 75.0 25-I/2' 60.0 60.0 70.0 75.0 INTERIOR FRAME DIMS 36" 60.0 60.0 70.0 75.0 4.wo' (revisions: no T3)(T -afe by descnp-tion A 01.20.14 43 CHANCE THIS SHEET B 11.17.14 GENERAL RE061CN 0 P. . " " a 9 9 1 u 5 {{55 41" 62" 60.0 60.0 70.0 75.0 E. 4T 60.0 80.0 70.0 75.0 I�i PRODUCT REVISED , as complying with the Florida 52-1/8" 60.0 60.0 70.0 75.0 Building Code 600 60.0 70.0 75.0 _„ NOA--No. 17-1011.10 53' 18-1/8" 60.0 60.0 70.0 75.0 M- FLANGE FRAME o Iration Date 02/ 0/2019 25-1/2" 60.0 60.0 70.0 75.0 . By 36' 60.0 60.0 70.0 75.0 Mlam de Product ontro INTERIOR FRAME DIMS 41" 73-i 4" / 60.0 60.0 70.0 75.0 I I 47' 60.0 60.0 70.0 75.0 all' NOTE: 52-I/8' 60.0 60.0 70.0 75.0 1 GLASS CAPACITIES ON THIS SHEET ARE _ a o 53" 50.0 80.0 70.0 75.0 - ■ BASED ON ASTM E1300-09 (3 SEC. GUSTS) 18-1/8' 60.0 60.0 70.0 75.0 -m AND FLORIDA BUILDING COMMISSION LI a 25-1/2" 60.0 60.0 70.0 75.0 • • • • • AVI • iipEcii.ARA , Y STATEMENT DCAO5-DEC-219 USH_iiiioMF 36" ' 60.0 60.0 70.0 75.0 _P• ;T • • • ,011111110 '•' u .__,.__, --. \ i. s 5 41. 76' 60.0 60.0 70.0 75.0 • • • • `'\ Ys" 47' 60.0 60.0 70.0 75.0 INTERIOR FRAME AIMS 3'.••' LtGEN'-. ' 52-1/8- 60.0 60.0 70.0 75.0 • • • • • • • I -till.'. 16 • • • • • = • 53" 60.0 60.0 70.0 75.0 70592 • ••• ._�•• • • • FIN f ,MF : • y _ • ••• - • • • • UJ i - � S TE OF 7l(� • • • •• �•, , . R1OP..• 'Cv drawingo no. W13-23 • • • • • • • • • • •• • '�, AL c • • • • • • �III11i1I11A sheet 2 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C. 0 z 18 k 3/16" ANN..GLASS. .075' Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas ByR 'Kuraray America, Inc.' 090' Interlayer Trosifol P98 By 'Kuraray America, Inc' 3/16' ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'A.' 7/16" OVERALL LAM. GLASS AT 1/4 POINTS ON LTTES DER THAN 36" �IW 3/16' HEAT STREN'D GLASS 090' Intedayer Sanas Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Inter -layer Trosifol PVB By 'Kuraray America. Inc.' 3/16' HEAT STREN'D CLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) AT 1/4 POINTS ON 11i55 WIDER THAN 36' x 0 5 W 3/16" HEAT STREN'D GLASS 075" Intedayer Saflea CP With PET Core 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/18' HEAT STREN'D GLASS likSILICONE 1200 DOW CORNING 899 AGEDON' CORNING 995 NM rmf art GLASS TYPE 'C' 7/16' OVERALL LAM. GLASS AT 1/4 POINTS ON UTES WIDER THAN 36" 1/2" AIR SPACE 3/16' ANN:. GLASS OR 3/16' TEMP. GLASS 1/6" ANN. GLASS 075' Interlayer Soflex CP With PET Core O'Eastman Chemical Co.' R 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/2" AIR SPACE 3/16' TEMP. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'DUANE(' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1' OVERALL INSUL LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1' MUST BE TEMPERED. O" a 1/8' HEAT STREN'D GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 0R .090" Interlayer Trosifol PVB By 'Kuroroy America, Inc.' 1/8" HEAT 51KEN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/2" AIR SPACE 3/16" TEMP. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX" OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 1" OVERALL INSUL LAM. GLASS (L.M.I ONLY) 1/8" HEAT STREN'D GLASS .075' Intedayer, Soflex CP With PET Core By 'Eastman Chemical Co.' OR .080" Interlayer SentryGlas By 'Kuraray America, Inc." 1/5" HEAT STREN'D GLASS SIUCONE IGE 1200 �W CORNING'YDOW CORNING 995 EDGE XL EDGE SPACER ST. STEEL BY 'CARDINAL' EllirW1111i �a DR -��__� DURASEAL BY 'WANE(' «• • • „J—�_,r • ••oR • • :LIMA�• • SUPER SPACER BY 'QUANEX' •a • • f• •• • •••• AT 1/40POINTS ```'1t1�1IA .// •i ••• •• •a' AL•■ZES �• Q"'.••�.V. i 0.70592 • • GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS • ••• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••NOV;t6 21,T'' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.10 Explration Date 02/20/2019 MI MTam Dade Product on ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5:C ICU co M M 9: a V FAX. (305) 593-6592. c a 3 v 61 18 9 3 2 E v G 7. 3 Ca 14 drawing no. W13-23 sheet 3 of 10 SPRING LOADED LATCH OPTIONAL TO SW1SP LATCH DMIT MAX. LOADS TO ±50 PSF WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I\1 TYPICAL- ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'MY' (Fu=125 K51, Fy=100 KSI) 1/4" DIA. ULTRACON BOY 'ELCO' (Fu=177 KSI, Fy=155 KB) 1 /4" DIA. AGGRE-GATOR BY 'FLCO' (Fu=95 KSI, Fy=57 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) , DIRECTLY INTO CONCRETE OR BLOCKS 11-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) '#14 SMS OR SELF DRILLING SCREWS (GRADE 2 DRS) INTO MVaMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Ty = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL 0R JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm .• 2000 PSI MIN. WEEPHOLES: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END I SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. •• ••• • • • • • •• • • • • • • • • • • • • •PRODMC7 REVISED • • • • Qs Iom}IyyhAg•u*h thd•Florida • • • •Buillin#Ccie • • • 9 • • • • R10M9o. • Mr-•IQI 1.1 D Expirat-on Date 02/20/2019 By • • • • •*Ma • a•e 'rodttC • • • • • • • • • • • •• • • • • • • • • •• • • • • • • 000 • • • • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • FLANGE FRAMES ▪ f;:;k1t62 ``11111111!11f `.•�CENS�c' " 0592 S OF •� ft off... ��'� 'ss/®NI I `11��• '0 a drawing no. W13-23 (sheet_4 of 10. 1 /4" MAX. SHIM T(PICAL ANCHORS SEE ELEV. FOR SPACING L METAL STRUCTURE 1/4" SHIM fV 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR FRAME WIDTH )I 1/4" MAX. - SHIMS EXTERIOR D.L OPC. 1BY WOOD BUCKS SEE NOTE ON SHEET 1 INTERIOR FRAME WIDTH MIAM1-DADE COUNTY APPROVED CUPPED MULLION & MULLION ANCHORS SEE SEPARATE NOT INTERIOR FRAME WIDTH 45 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •. • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.10 Expiration Date 0212012019 By Mie ade ro uct Co FLANGE FRAMES •• .••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • n'2 OF /( P.•'r\� °NA,1,1 u l • z h r 2 " B. S O Wa. N`R ce o U o ut a 0 R o 0Lag o d�a QK236 t g s tc'Vl 6 ,,iitEgi 0 8 6 n 2 5 2 n F S Sa a o Q C B 5a _ u 2< m o c W s drawing no. W13-23 • • • • • • • • • • •• •• sheet 5 of 10 Et 1/4. MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING SPRING LOADED LATCH OPTIONAL TO SWEEP LATCH UNIT MAX LOADS TO ±60 PSF FLANGE AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. EXTERIOR MIAMI-DADE COUNTY APPROVED CUPPED MULLION & MUWON ANCHORS SEE SEPARATE NOA r r 11 INTERIOR FRAME WIDTH TYPICAL ANCHORS • • • L ELLIk FIR SPRJNG • • • • • • • • • • • • • • . OOOOO • •• • • • •• • • • •• • • • • •• • • • • • • • • •• • •• • • • • •. •. .. •.. • • . f13 :I a s 2r;; •• .• •..• .. .. • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.10 Ex •'rat' By Mia •ado Produc •n Date 02/20/2019 •••• ••••••• • • • • •• •• • • •• • •• •• •••• •• •• •• • •• • • •• • •• • • • • • •. •. • • • •• •. 000 • • • ••• • • FLUSH FRAMES 6 6 % NO a jl 0 O li 0 x 0 TYPICAL ANCHORS: FIN FRAMES: SEE ELEV. FOR SPACING JB SMS/WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD 3/4" MIN. EDGE DISTANCE SPRING LOADED LATCH OPTIONAL TO SWEEP LATCH LIMIT MAX LOADS TO t60 PSF •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • •• • • • • • •• • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • ••• :Iwv 1 6 2• TYPICAL ANCHORS SEE REV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.10 ration Date 02/20N2019 FIN FRAMES •• IIIIIINN ENsf ••.• 70592 -) 03u FAX. (305) 593-6592 3 of nR 0 fi ry P 3W3 2 a 9 o drawing no. W13-23 sheaf 7 of 10 CODE PART No. DESCRIPTION ' MATERIAL MANUF. -- REMARKS 'E1 CGI-1000 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. E2 CGI-1001 EQUAL LEG FRAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. E3 CGI-1002 EQUAL LEG FRAME SILL PVC DECEUNINCK NORTH AMERICA LLC, E4 C01-1013 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. ES CGI-1014 FLANGE FRAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. E6 CGI-1015 FLANGE FRAME SILL PVC DECEUNINCK NORTH AMERICA LLC. E7 CGI-1018 FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. Ee CGI-1019 FIN FRAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. E9 CGI-1020 FIN FRAME SILL PVC DECEUNINCK NORTH AMERICA LLC. El CGI-1003 SCREW COVER - PVC DECEUNINCK NORTH AMERICA LLC. El CCI-1004 FLIED MEETING WJL PVC DECEUNINCK NORTH AMERICA LLC. E12 CGI-1005 LOCK RAIL PVC DECEUNINCK NORTH AMERICA LLC. E13 CGI -1006 SIDE PAIL PVC . DECEUNINCK NORTH AMERICA LLC. El CGI-1007 LIFT RAIL PVC DECEUNINCK NORTH AMERICA LLC. E15 CGI-1008 IG GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. Ei6 CGI-1025 7/16' MONOLRHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. Ell CGI-802 MEETING RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER EIS CG1-807 LOCK RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER E19 CGI-800 LIFT RAIL RENFORCEMENT 6005A-T5 CGI EXTRUDER E20 CG1-601 SIDE RAIL REENFORCEMENT 6005A-T5 CGI LXIHUDER E21 CGI-1023 JAMB ANCHOR REINFORCEMENT 6005A-T5 CGI EXTRUDER E22 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-T5 CGI LXI KUDER 6" LONG AT MTG. RAIL 623 CGI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6" LONG AT MTG. RAIL • M1 • SCS 1200 GLAZING SILICONE (1/2" X 3/16' BEAD) SILICONE GENERAL ELECIC M2 DOW 995 GLAZING SILICONE (1/2" X 3/16' BEAD) SILICONE DOW CORNING M3 DOW 899 GLAZING SILICONE (1/2" X 3/16' BEAD) SILICONE DOW CORNING M4 UltrcTift SPIRAL BALANCE CALOWELL 0R EQUIV ATTACHED WITH (1) 18 X 1-1/8" FH SUS M5 21E1137 BALANCE SHOE (FOR SPIRAL BALANCE) CALDWELL OR EQUIV M6 Roller lilt Elite CONSTANT FLRCE BALANCE CALDWELL OR EQUIV ATTACHED WITH(1) 19 X 5/8" FH SIAS M7 RTB80 840080E SHOE (FOR CONSTANT FORCE BALANCE) CALDWELL OR EQUIV U8 16Y513 PIVOT BM CALDWELL 0R EQUIV ATTACHED WITH (2) 18 X 3/4" PH SMS M9 46.13.32.101(102) TILT LATCH TRUTH OR EQUIV ATTACHED WITH (1) 16-1/2" FH SMS MI - SETTING BLOCK, 2 PER LITE EPDM - DUROMETER 8535 M11 70-10044 SWEEP LOCK CGI CUSTOM ATTACHED WITH (2) 16 X 3/4' EH SMS M12 70-10045 KEEPER CGI CUSTOM ATTACHED WITH (2) 16 X 3/4' FH SMS M13 146-1A WEEP HOLE COVERS PVC CGI-CUSTOM M14 W43291NW .187 x 290 WEATHERSTRIP PILE W/ CENTER RN . WOOL ULTRAFAB M.15 70-10002 SPRING LOADED LOCK, 4" LONG 6063-T5 CGI CUSTOM - M16 PROTECTO WRAP WATERPROOF1NG 0R EQUIV. AT FIN FRAME M17 W2315NW .187 x .150 WEATHERSTRIP PILE W/ CENTER RN WOOL ULTRAFAB M18 W23221NG .187 x .220 WEATHERSTRIP P00 W/ CENTER FIN WOOL ULTRAFAB S3 1 8 X 3" TRUSS HEAD SMS -MEETING RAIL ATTAGHEMENT 4 PER MTG RAIL •• • • • • • • •` 54 # 8 X 5/5' FLAT HEAD SMS - CONSTANT FORCE BALANCE • • • • • • • • SS 1 8 X 3/4" PAN HEAD SMS -PIVOT BAR • • • • • • . 57 1 8 X 1-1/8" FLAT HEAD SMS - SPIRAL BALANCE • • • • • • • • se 1 6 X 1/2" FLAT HEAD SMS - TILT LATCH • • •• • • • • • • • • • • • • • • • • • • • •• WHITE PVC EATRUS10NS To BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND 'MDCA'. • • • • • • • • • , • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.10 Expiration Date 02/20/2019 By Mla ade Produc Con 111111111T 1 0 3 5 S 0 a 0 a 8 0 drawing no. W13-23 sheet 8 of 10 FLANGE FRAME HEAD --1.904 FLUSH FRAME HEAD H-1.904 661 3.250 — FIN FRAME HEAD 050 iSCREW COVER 8 .498 .628 GLAZING BEAD (LAM. GLASS) FLANGE FRAME SILL 3.824 1.904—� FLUSH FRAME SILL —1.904-- 3.250— FIN FRAME SILL .625 .035 .861 2.639 .41 a GLAZING BEAD (INSUL LAM. GLASS) 1.589--+ 2719 FLANGE FRAME JAMB 1.418� 1.589 2.219 FLUSH FRAME JAMB —1.418 --I 1.589--1 FIN FRAME JAMB .641 JAMB ANCHOR REINFORCING 1.125 •.--1.715 VENT TOP RAIL F-1.500—'1 VENT BOTTOM RAIL FIXED RAIL 1.500 1 —I .070 JAMB STILE .060 • ..• . • .5V • • • • • • • 75�F- •• • • • • - 141110 • • • • • • • • • • • FRAME 1•EINi. SM.�L TOP RAIL REINFORCING BOTTOM RAIL REINFORCING 17 FIXED RAIL REINFORCING 1.140 { I�.250 .580 @JAMB STILE REINFORCING •• 1.202 .070 • • • .908 .. • ... • .9,7 • - .060. 625• • •• • �'• • • • •• •• • • • •• SPRINT. LOADED LATCH FIE/ME REINF.•L4RGE • • • • • • • • ••• • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • B c 0 0 iK 0 y € g 05 5 iwomeno • drawing no. W13-23 sheet 9 of 10 • MITERED WELDED CORNERS FRAME TOP CORNER FLANGE FRAMES SHOWN FLUSH & FIN FRAMES SIMILAR MITERED WELDED CORNERS MITERED WELDED CORNERS FRAME BOTTOM CORNER FLANGE FRAMES SHOWN FLUSH & FIN FRAMES SIMILAR FIXED MEETING RWL CORNER FLANGE FRAMES SHOWN FLUSH & FIN FRAMES SMILAR VENT TOP CORNER MITERED WELDED CORNERS •• ••• • • • •VEiT BQYOM CORNER • • • • • •• • • • • ••• • • • • • .'R8R itEIVI EE )) • • as complying with the F orlda Building Code NOA-No. 17-1011.10 • • •. ExpirJisn Date 02/20/20 9 •. • • • • Z • • il'• 'de 'r - o. • • • .. • • • •• • • • . • ••• • • • • ••• • • . • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • MITERED WELDED CORNERS `�L1L 1111111 /�� N` �PD.pfl r.;••VGEN& 70592 <,ss P, L' 111I i7= roy.0 COMP -A L\W13-2 J 8 °oCC 17) 0 O F N o 0 W o -o O .0 c N C Z N 0 .0 o� FM. (305) 593-6592 0 GENERAL REVISION G 0 So K 2 0 a 1.1 drawing no. W13-23 (sheet 10 of 10 8/27/201t! Florida Building Code Online Business LORIOn DaPARM I NT Or Professiona Regulation iOFFICE OF -THE IMBECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I Contact Us I BCIS Site Map Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Egplication List > Application Detail FL # Application Type Code Version Application Status Comments Archived LFL152107R6 Revision 2017 Approved Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • Address/Phone/Email 5200 W CENTURY BLVD. • • •• • • • LOS ANGELES, CA 90045 • • • • •• • • (440) 969-9773 Ext 16 • • rickw@rwbldgconsultants.com • • • • Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 66 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15210 R6—COI (i) Certificat Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d "1/4 '8/27/201& Florida Building Code Online G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (a) Equivalency of Standards.p f Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/13/2017 09/18/2017 09/20/2017 12/12/2017 • • • • • •• • • •••• • • • •••• • • ••• • • •••• •• • • • • FL # Model, Number or Name •••. •.-•• Description • • • • 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiber'IesmSingle Dor• • • • ry Inswing/outswing (X - Cofiiiwk ipn) . •• • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions • • • FL15210 R6 II (¢) Inst 1%0.11df .. • • Verified By: Lyndon F. Schmidt, P.E. 43409. • • • • Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.1.01 Created by Independent Third Party: Yes 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.2.0r Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.2.pdf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.3,pdf Created by Independent Third Party: Yes _ 15210.4 L-- - , ii:Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door y-- - 6'8 "Impact" Glazed Fiberglass Single'Door..Inswing/Outswing (X = Configuration) ` R Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FLT5210 R6—II—(b) Inst1.5210.4.p Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.4.pff Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/outswing (OX or XO; OXO - Configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxp \ IdA%3d%3d 2/4 8/27/2018 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.5.01 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.5.01 Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.6.pjf . . Created by Independent Third Party: Yes• • • • • •• • •••• • • • 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed FibergIgst Vetjle Door-t?inswing (e-' • • • i Configuration) • • ii •••• •••• • ii • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • • • •••• • I FL15210 R6 II (¢) Inst 16£t&.lidf • •• Verified By: Lyndon F. Sch&. R . 43403. . • • yi 1 Created by Independent IT ii-1 ilr-4y: Yes • •' Evaluation Reports • • • • FL15210 R6 AE (¢) Eval 55210.7.01 ' ' Created by Independent Third Pary: Yes • • • • . • • • • • • • 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.8.W Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.8.W Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210,9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.9.pdf Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.10.p f Created by Independent Third Party: Yes 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any Installation Instructions FL15210 R6 II (¢) Inst 15210.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 3/4 8/27/201 8 Florida Building Code Online additional use limitations installation instructions and product particulars. FL15210 R6 AE (LI) Eval 15210.11.pdf Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210,12.01 Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • • • •-..• Installation Instructions. • • • FL15210 R6 II (¢,) Inst 1521•b.lf.p� •'. • • Verified By: Lyndon F. Schltlltlt,•�-!1�.�43409 • • • • Created by Independent TlaiicLrar y: Yes • • Evaluation Reports •••• •••• • FL15210 R6 AE (f2) Eval 35210..8.pdf • • •••• Created by Independent Thil•dl'arty: Yes • • •• • • • • • • •• •• •••• 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door • 8'0 "Impact" Opaque FibergiassE>iotible Door v./Rh Surface Bolt! on Active Door panel - OutsS,ving (* - ConZiguration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions• • • • •• • • • • FL15210 R6 II (t) Inst 15210.14.pdf ...... Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.14.pdf Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERT"" an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.15,01 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.15.pdf Created by Independent Third Party: Yes MEI Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Cad Safe security -min RIGS' • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 4/4 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shalt be as fisted and spaced as shown on details. Anchor embedment to base material shal be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product compiles with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHr requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.121. 5. For 2x stud construction, anchoring of these units shal be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the' HVHZ" and must be Installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to silt is less than 45 degrees. TABLE OF CONTENTS SHEET It DESCRIPTION SHEET it DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 9 3-point lock details 3 Lite frame details and glazing detail 10 3-point lock details 4 Horizontal & Vertical Cross Sections (2X Buck) 11 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (1X Buck) 12 Components 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 13 Bit of material 7 Vertical Cross Sections (Thresholds) 37.50' MAX. OVERALL FRAME WIDTH 82A" OVERALL FRAME HEIGHT - INSWING 81.13" OVERALL FRAME HEIGHT - OUTSWING X • •• • • • • • • • • •• • . . . • •'-. '• • CONFIGURATION i •. AAX .''' i ._ -. FRAME A .. DIMENSION, _ DE• SIGM 7"RESSURE (PSF)' 'POSITIVE NEGATIVE`- ----1,...X_ : _ —3l. 'X VG' t7s.fl. "' =75.0 See shrleh& 4 err tlar iwdfe cnd ite tam% drIsig4presUr imitations • • • • • 2 " (3: ag: U N •• Z 4'4 U 9da. "7 maai° D 4 0 E oz vEE 3a 0 a na 00 000 DAME: 02/16/12 SCALE N.T.S D.O. rr: JK aac. rn: LFS WOWING No.: FL-15210.4. sir J_ ar 13 • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0.4" CAP (PVC) 79.25' MAX. O.A. H 0.7' • HINGE STILE (LVL) 35.75" DOOR WIDTH 40 DOOR PANEL °HORIZONTAL CROSS SECTION aU O SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH STILE (LVL) HARDWARE TABLE ..::: MANUFACTURER ._. ..` MODEL :' MAX. DESIGN �. -PRESSURE.(PSF),s. KNOB: SIGNATURE SERIESKWIKSET DEADBOLT: SIGNATURE SERIES (980) ± 75 SCHLAGE KNOB: 7SERIES (F51) DEADBOLT: "B" SERIES (B60/62) + 75 PAMEX LEVER: FL3B SERIES FD7 SERIES +DEADBOLT: 75 HOPPE MUL11POINT LOCK: HLS9000 3-POINT TONGUE ± 50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3-PT) ± 75 See sheets 6 and 7 for multipoint lock details. INTERIOR FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - • • • • •1.94PCTiMIN.)• • • • • • • • • •• • • • • • • • • • ••• • • BOTTOM RAIL ,' r• (COMP.) • • • • •• • • • • • • . • . 2 VVRTICAI•CROSS`ECTION • • • • WWWW • • • •• • Z • • • •• • • • • • • TOP RAIL \� '\10 ,ice in (COMP.) \ 4:t �_§ Vyy tig:JE_ CN dn a S N:...Z. �r.jLLOi ...:• ce' Z q `l : a Q` Q 6;; *° tn �,,,IIIIr11•slt EXTERIOR PART OR ASSEMBLY: PANEL DETAILS 0 0 '-m mL, -s NN N w O Eg � Ro - fu fv 00 a. a n � o, o ^mo N DAZE 02/16/ 2 SCALE N.T.S DWG. er: JK auc. rrv: LFS DRAWING NO.: FL-15210.4 SHEET 2 OF 13 .•. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • ••• • • 20.5(Y' MAX. D.L.O. WIDTH 24.22" MAX. _ FRAME WIDTH 66.35 MAX. O.A. FRAME HEIGHT 62.63" MAX. D.L.O. HEIGHT 0 ITYP.) 20.75' MAX. D.L.O. WIDTH 4.25" GYP.) ODL LITE FRAME 24" MAX. FRAME WIDTH 66" MAX. O.A. FRAME HEIGHT D.L.O. HEIGHT csi ITYPJ ITYPi RSL LITE FRAME 5/8" GLASS BITE STRUCTURAL SILICINE (DOW 995) EXT. 1"OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" SAFLEX® PVB INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM SPACER NON STRUCTURAL SEALANT #7-19 X 1-3/4" PPH SELF -DRILLING SMS INT. Gi GLAZING DETAIL . I. II FRAME TABLE MAX DESLGN ' `MANUFACTURER . PRESSURE (PSF]:a ODL_ ± 75 RSL ± 60 EXT. 1 /2" GLASS BITE 1-1 /4" OVERALL THK. GLASS 1/8" ANNEALED GLASS 0.090' SAFLEX®PVB INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8"TEMPERED GLASS 1 /T NON -GROOVE SWIGGLE w/ DELCHEM#80 POLYSULFIDE 1/8" BACKFILL #10 X 1-3/4" PPH WOOD SCREW INT. 0 GLAZING DETAIL A3 EXT. FRAME STRUCTURAL SILICINE (DOW 995) 1.59" •• • • • • OOO • •• • •• • • • • • • • • • • •• EXT. FRA1A! •• • • • •• • • • • •• • • A4 INT. FRAME • �• • • • • • • 1.5' •• R4 • • • • • • • • • • • • • • •• • • • • 1.06" 0SCREW CAP CC C.i0 ? OLO 00 rn am • Er- a mm 0 " "0 U U nv 00 N N Zcn W W 0 t 00 >j n y rn fNM� N Z DATE: 02/16/ 2 SCAM: N.T.S owc.OY: JK cmc. sr: LFS DRAWING NO.: FL-15210.4 SHEET 3 OF 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • •• •• • • • • • • • • • • • ® 2012 R.W. Bun_ Ings\FL-15210 (2017)\FL-15210.13.dwg, 0 n 04 1-1/4" MIN. EMB. (TYP.) v Aft v v v v O O O 0.15' C-SINK (TYP) 00 O lir gitill;1171‘ • 0 0 0 CHORIZONTAL CROSS SECTION Outswing shown (Inswing similar) a 0.15' C'SINK (TYP.) 0 INTERIOR 00 o0 EXTERIOR 0 22 HORIZONTAL CROSS SECTION q Outswing shown (Inswing similar) 1-1/4" MIN. EMB. (TYP.) • • •• • • • • • • • • • • • • • EXTERIOR INTERIOR • • • • 3 1�ERTIC/lL,, GROSS9ECWON • • • • • • • 2 ng:hofn (�swgg s nilar): • • •• • • • • • • •• • • • • • • �N d K :2=NN o, U N •: Z O v () x Z 0 tl.S\ B Em zmmu a mdG.E Eoz o 1w a zg o c, am 0 a PART OR ASSEMBLY: m a N �-Z 0A1E: 02/16/ 2 SCA(E. N.T.S DWG. Rc JK CHK. ffy: LFS DRAWING NO. FL-15210.4 SHEET 4 OF 13 ••• • 0 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • C • •• •• ••• • • • ••• • • 0 0 va 1- EMB. (TYP.) 00 0 IlMoly - ��IIIA A 0 • 1/4'"MIN. 0 0 °HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck /Outswing shown (Inswing similar) INTERIOR EXTERIOR 0 00 p ov a O a v 00 0 1-1/4" MIN. EMB. (TYP.) 22 HORIZONTAL CROSS SECTION j Shown w/ 1X sub -buck Outswing shown (Inswing similar) O VERTICAL CROSS SECTION 5 Shown w/ IX sub -buck • • • • • • Outswing shovlp (Iryswing�sirrlar) • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • -••• •• • • • • • • • • IIII • • • • • • • -• W • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 a q 0 N N rn Z W W O ono cc PL N ^ Z DAM 02/16/ 2 Ste: N.T.S DWG. BY: JK cNK. Dv: LFS DRAWING NO.. FL-15210.4 SHEET 5 or 13 0 201 6 R.W. 641LDING CONSULTANTS 0 V 0 0 0 E >n INTERIOR EXTERIOR 1-1/4" MIN. EMB. (TYP.) lO6 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) 00 p 00 1-1/4' MIN. EMB. (TYP.) • • • O 0 CHORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) O VERTICAL CROSS SECTION •• • • •• • • •• • • • Shawn Drect to M•sonr.• • Ostswlhg ovlh (hawing similar) • •• • • • • • • • •• • • • •• -c Oin am 0 a PART OR ASSEMBLY: m U m n� Zi DAM 02/16/ 2 s N.T.S DWC. BY: JK • • • • •• • • • • • CHIT. RC LFS • • • • • • • • • • • • •• • • • • • DRAWING NO.: • • • FL-15210.4 • • •• • • • • • • •• • • • • • • SHEET 6 of 13 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0 2016 R.W. BUILDING CONSULT", wings\FL-15210 (2017)\FL-1521 EXTERIOR o INTERIOR 0 00000 °VERTICAL CROSS SECTION Outswing confirguration EXTERIOR INTERIOR °VERTICAL CROSS SECTION Shown w/ ADA threshold EXTERIOR INTERIOR VAMP friRe 0 4.- , ° 4 e 6 n a •• ••• • • • • • •• • • • _ • • • • • • • • •• • • •• ••• • ••• • • • • • • • • • • •• • • 4 VER�YT►1 •( CRO SECTION nAing,poiturafroa • • • •• •• • • ••• • • • • • • •• • • • • • • • • • • • • •• • • • • 4 0 0 `tttti; iiii zo K N Lin (0 w am 0 a m oi en Z W W O IO a a \1 W rn N ^ Z DAIS: 02/16/ 2 N.T.S ova. BY: JK CHIC ar: LFS DRAWING NO.: FL-15210.4 SHEET 7 or 13 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 2016 R.W. BUILDING CONSULTA Drawings \FL-15210 (2017)\FL-15210.1-6.dwg, 8.4 15210 HVHZ Fiberglass - Impact Opaque and Glazed\C R:\Clients\Plastpro, Inc PERMANENT\A - Ronda Product Ap 1.25' MIN. EXTERIOR i//////// INTERIOR 55 VERTICAL CROSS SECTION $ Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR 1-1/4" MIN. EMB. (TYP.) 431 0 114 • lO HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 1.5" MAX. o 0 mimic , mon EXTERIOR CV 1-1/4" MIN. EMB. (TYP.) 22 HORIZONTAL CROSS SECTION $ Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 00 O CVERTICAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 6-9/16'lamb O 111 m INTERIOR • • • • • • • • •• •• •• . • • • • • • • • • • • •EXTERYJR 1-1/4" MIN. EMB. (TYP.) OHORIZONTAL CRQS'5•SEC=IDN • •• $ Shown Direct to Masonry • • • Outswing only w/ 6-9(1%.jamt • • • • • • • • 0 m • • • 0 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION own Direct to Masonry utswing only w/ 6-9/16' jamb • • • • • • • • • • • • 0 U O OM as am PART OR ASSEMBLY: 34 m N N WW ao n \ram W O) N ^ Z DATE: 02/16/ 2 SCAM N.T.S DWG. err: JK CHK. l;t: LFS DRAWING NO.: FL-15210.4 SHEET 8 OF 13 Z 0 ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • •, • • • • • 000 • • • 000 • • It: \Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals \F.-15210 HVHZ Fberglass - Impact Opaque and Gla OVERALL HEIGHT HANDLE HEIGHT MANUAL RAISED TONGUE GEAR SYSTEM 22 HOPPE MULTIPOINT LOCKSET HLS9000 3-Point "Tongue' 23 MULTIPOINT STRIKE PLATE 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• •• • • ••• 25OLATCHAND DEADBOLTSIRIKE►MATE • • • • • • Tongue system • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • STRIKE JAMB _ yt�Y•/ rt.'. J zdipZ O•' r /•�g47 � � L n ro 200o0 O N •. Z \` v E Z m Z U t Z N a S p t a 0 E Dz c (J� o CC 20 0 0 o_m 0 0 0 a PART OR ASSEMBLY: 3—POINT LOCK DETAILS ,-3m rn 0 fn cc M N Z DATM 02/16/ 2 SCALE N.T.S DWG. e+: JK CHK En% LFS DRAWING NO.: FL-15210.4 SHEET 9 OF 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ed\C - Drawings \FL-15210 (2017)\FL-15210 Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque R:\Clients\Plastpro, Inc PERMANE ENDURA TRILENNIUM 3000 3 pt. Lock 2XBUCK 1X BUCK • ••• • • • •• DIRECIO© • • • • • • MASO RY • • • • • •• ••• •• • •• • ••• •• •SIR E• TPJL• • • • • • • • • JAM • • • • • • • • • • • • •• • • • • • • •• • • • • • • EL U2Z CCEn S 1,1U am U 0 K a PART OR ASSEMBLY: LOCK DETAILS 1- a 1'] nv 00 N N N W W 0 K I- Uaa CDQ rn o N DAre 02/16/ 2 scuF N.T.S DWC. Br: JK CHK. BY: LFS DRAWING NO.: FL-15210.4 SHEET 10 OF 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S E 2 5 •) — MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS • • BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be requ red to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR' 7....-TYPE ANCHOR SIZE . �::. MIN. EMBEDMENT MIN. CLEARANCE .. TO MASONRY - ' EDGES,. MIN. CLEARANCE TO ADJACENT' . :.ANCHOR - IN/ TAPCON 1/4• 1.1/4 r 4" ELCO ® ULTRACON 1/4 " 1-1/4" 1" 4" ITN TAPCONa 3/16" 1.1/4" AS SHOWN 1.1/2' WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, I" end distance, a "o.c. spacing of wood screws to prevent the splitting of wood. 0, SEE HINGE DETAIL (TYP.) STRIKE JAMB 2X BUCK 1X BUCK DIRECT TO MASONRY 4-9/16" JAMB • MASONRY OPENING FRAME 2X BUCK LATCH & DEADBOLT DETAIL DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 8) 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS 4-9/16" JAMB 6-9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 8) ADA SILL ONLY DIRECT TO MASONRY 1X BUCK 2X BUCK DIRECT TO MASONRY 1X BUCK 2X BUCK FRAME ANCHORING Masonry construction DIRECT TO MASONRY 1X BUCK 2X IttR •• • •• • • ••• • • • • • • • • HIMGEIDEUIIL •• •• • • •••Ing•• 6" (1YP.1 To DIRECT TO MASONRY 1X BUCK :X BUCK • • • • • •• • ••• • • • • • • • • • • • • •• • • CT CT El HINGE JAMB HINGE DETAIL Outswing 0 zg 00 0 0 a. PART OR ASSEMBLY: BUCK AND FRAME ANCHORING r.n m �n0 N ^ Z DAM 02/16/ 2 SCALE- N.T.S DWG. Br: JK cHR. er. LFS DRAWING NO.: FL-15210.4 SHEET 11 OF 13 ••• • • • • ••• • • • • • • • • i • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 201 2 R.W. BUILDING CONSULTANTS INC. (if.; OUTSWING THRESHOLD DLP (QOSR) 0OUTSWING THRESHOLD 32 DLP (QOSH) 34OOUTS WING THRESHOLD Columbia High Dam (581) OUISWING THRESHOLD 31 Columbia (575) 4_ 4.56" { I T 2.44" 2.13" OPOLY FIBER JAMB Plastpro 4.56" rsi I--2.36" OWOOD JAMB 2.7' u 6 0 iv 0 o. 5.67' S.63 0". -- 2.088" Y Y to o E %� Ici 1 J� J\ 1 _...a g 0.52" O OUISWING THRESHOLD O INSWING THRESHOLD O WEATHERSTRIP O DOOR BOTTOM SWEEP w w = 33 38 Columbia Endum Force 5 m 0 Endura (Z-Series) 00 trill' M. D- ti 4.56" n h 1 W= 5.625" •• ••• • ,• • • • •• Q iI r • 4.56' • • • • a®'I • • •• • • • • _ i -11'4 • F *r��i��/ _L !• • • • • •w +�•• w • • • DA>E 02/16/ 2 Z i EG:LE... N.T.S ° n ruewrur_ THRESHOLD • eo ADA THRESHOLD e. J.K 'm • • ..).(;:-A •o 00 Qc0-03 PART OR ASSEMBLY: COMPONENTS f ♦ ••• �*. LFS 3 ulr luwl • • • • • • • • • DRAWING NO.: tt • • • • • • • • • • FL-15210.4 " Q •• •• •• o Yn • • •• • • • • • • • • • •• _._ •n --.-r N • VI U_ K z 0 INSWING THRESHOLD 36 Endura (Z-Series) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d\C - Drawings \FL-15210 (2017)\FL-15210.1-6.dwg, 210 HVHZ Fiberglass - Impact Opaque and BILL OF MATERIALS REM # DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 1/4" X 2-1/4" ITW CONCRETE SCREW STEEL L #10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1/4" X 2-1/4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE' MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 X 1-1/7' PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL •• ••• • • • • • • • • • • • • • • •41 •• ••• •• • • • •• • ••• • • • • • • • • • • •• • • •• • • ••• • • • • • • •• • • • • • • • • • • • • •• • • • • z0 SwCL CO 0 a PART OR ASSEMBLY: BILL OF MATERIALS >- m R 0 04 W e a 0 0 0 0 Z z 0 En" DATE 02/16/ 2 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.4 SHEET 13 OF 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 2012 R.W. BUILDING CONSULTANTS IN 8/?7/2018 , Florida Building Code Online LORIOA DHPARTM5NT OF Business 81 Professional Regulation ►oFFlceo�r �' illiztECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map Product Approval USER: Public User Product Approval Menu > Product or Application Search, > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL15210-R6 Revision 2017 Approved 0 • • Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. • • • • • • Address/Phone/Email 5200 W CENTURY BLVD. • • • • • • • • LOS ANGELES, CA 90045 • • • • • • • (440) 969-9773 Ext 16 • • • • rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• •••• • • • Technical Representative Scott Johnson : • • • • • • Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. b) Validation Checklist - Hardcopy Received �— -- —�� Certificate of Independence FL15210 R6 COI (a) Certificate of Independence,pff., Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPquBgbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 1/4 8/27/2018 , Florida Building Code Online G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (a) quivalency of Standards.p.df Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/13/2017 09/18/2017 09/20/2017 12/12/2017 • • FL # Model, Number or Name • • • Description • • • • `15210.d. I �� - a. Smooth/Wood Grain/White Wood- Grain/Rustic/Mahogany Series 0...r Fiberglass Door r.._..I • 6'8"'Impact",Opaque Fibergiecs f•ingle Doo• • • • • • Inswing/Outswing (X - Corrfjgiia,Apn) • • i. • • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • • • • Installation Instructions • • • • • • • • l`FL15210 R6 II (0 Inst J.Q;l,pdf • • • • Verified By: Lyndon F. Schmidt P9E. 43409 • • Created by Independent'rhhrdMarty: Yes •••• • Evaluation Reports • • FL15210 R6 AE (12) EvaI.15210 i..pcff • • • Created by Independent Third Pdprty: Yes• • • • • • •• • •• • • • • • • 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (t) Inst 15210.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.2.pdf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (t) Eval 15210.3.pdf Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions FL15210 R6 II (t) Inst-15210.4.0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b.) Eval 15210.4,p,�if Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) https://ww .floridabuildi 2/4 8/27/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.5.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.5.p�If Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.6.01 - Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.6.0ff Created by Independent Third Party: Yes 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions . • FL15210 R6 II (b) Inst 15i10.7c�f • • • . Verified By: Lyndon F. Schmidt, P. 4340Q• • • • • Created by Independent l?rhd:Arty: Yes • • • • Evaluation Reports • • FL15210 R6 AE (¢) Eval 152 7.pdf .... . Created by Independent mill :gRy: Yes• • • •. • • • •• • • . . 15210.8 h. Smooth/Wood Grain/White'Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass tingle Door witnsidelite or Sidelites - Outswing (OX o:Xeleir - Configurations) • • • • . •• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instruction.. •' ' FL15210 R6 II (¢) Inst 15ti0.8.f • • • • Verified By: Lyndon F. Schmidt, P.E. 4346.... • Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.8.p�f Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.9.�df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.9.pdf Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.10.p�if Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.10.p4 Created by Independent Third Party: Yes 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any Installation Instructions FL15210 R6 II (¢) Inst 15210.11.pf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 3/4 8/27/2018 Florida Building Code Online additional use limitations installation instructions and product particulars. FL15210 R6 AE (¢) Eval 15210.11.01 Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.12.0r Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.12.0r Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.13.pjf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports • • FL15210 R6 AE (¢) EvaIJ.521113.p f • • Created by Independent Thrra: y: Yes • • • • • • • • • •••• • 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Bauble Door with Surfacg 8plg, on Active Door panel - Out•SdVRt9s(•XX - Coregtltatp n) • • • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A - Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • FL15210 R6 II (¢) Inst 1•521et14,pdf • • • • Verified By: Lyndon F. Schinaiilt• J . 43409 • • • Created by Independent l iird'aty: Yes, • • Evaluation Reports FL15210 R6 AE (¢) EvaI I521(%14.psf • • Created by Independent Thlrfl Party: Yes• • • • • • • . • • 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERTTM^ an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.15.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.15,pdf Created by Independent Third Party: Yes Back GEMI Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop'jght 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 15t11=1 IN .Credit Card Safe sec (1rit1'ALErRics' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 4/4 1 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 37.50" MAX. OVERALL FRAME WIDTH 0 1. This product has been evaluated and Is in complance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements includiing the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base 0 material shall be beyond wal dressing or stucco. O 3. When used in the "HVHZ" this product compiles with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product compiles with FBC Sections 1609.1.2 & R3012.12 and does not require an impact resistant covering. This product meets missile level "Wand includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.122 & R3012.12.1. 5. For 2x stud construction, anchoring of these units shal be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for 9iVHZ". Al other configurations do not meet the water infiltration requirements for the "Will" and must be installed only in ran -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 81.13' OVERALL FRAME HEIGHT - OUTSWING )C \ / / \ \ / / \ X o \ i / \ \ / / \ •• • • • • • • • • TABLE OF CONTENTS SHEET# DESCRIPTION SHEET0 • •• DESCRIPTION • • 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct tOMQasorti • 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections (1 X Buck) 10 Buck and frame anchoring • • • • 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components • • • • • • 6 Vertical Cross Sections (Thresholds) 12 Bill of materials _ • - _• - • • • • • • •• • •- • • • • • See sheets 24or hardware design pressure ilmttations • • • • • • 4. . • , • •• .- • •• CONFIGURATION ,X•I•_• MAX. - ._-;fRAME_ , DIMENSION DESIGN PRESSURE (PSFJ_ . POSITIVE _ NEGATIVE; •• •• i•37.5:x82.0" 4-75.0 -75.0--=• am 0 0 a PART 01 n .r Dee 02/16/ 2 soleN.T.S °N°. B JK .. sec Bti LFS Orlin NO, FL=15210.1— SHEET _L OF 12. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • •• •• • • • •• •• • • • • • • • • • • • 02012 R.W. BUILDING coNsULTAwrs INC. 10 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (2017)\FL-15210.1-6.dwg R:\Oients\Plastpro, Inc PERMANENT\A - Horida Product Approva 0.4" HINGE STILE (IVL) 35.75' MAX O.A. WIDTH 79.25' MAX. O.A. HEIGHT X 0 DOOR PANEL Plastpro Fiberglass EXTERIOR INTERIOR 2.8" 0.4" • s. to °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH STILE (LVL) CAP (PVC) HARDWARE TABLE MANUFACTURER MODEL - _ _,,..:... ..:,. MAX. DESIGN PRESSURE(PSF);: KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) ± 75 SCHLAGE KNOB: "F" SERIES (F51) DEADBOLT: "B" SERIES (B60/62) ± 75 PAMEX LEVER: FL3B SERIES DEADBOLT: FD7 SERIES ± 75 HOPPE MULTIPOINT LOCK: HLS9000 3-POINT TONGUE ± 50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3-PT) •• ••• ± 75 • • • See sheets 5 and 6 for multipoint lock details. • TOP RAIL (COMP.) INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.125' MIN. THK.)�` • • •• • • • • • • •• ••• •• • • • • • •• • ••• •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • BOTTOM RAIL (COMP.) EXTERIOR VERTICAL CROSS SECTION Zo sW am 0 a PART OR ASSEMBLY: DOOR PANEL DETAILS (a� n4- 0 0 as �^ w rn ^moo N ^ wre 02/16/12 SCALE: N.T.S. Dwc. ar: JK O-N. er: LFS DRAWING NO.: FL-15210.1 SHEEr 2 OF 12 z 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 201 2 R.W. BUILDING CONSULTANTS 5210 (2017)\R.-15210.1-6.dwg, 3.1 R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals \FL-15210 HVHZ Rberglas - Impact Opaque 0 1-1/4" MIN. EMB. (TYP.) 0 • d • de a a d 0 0 • e 0 0 v 00000 4 x / \ 4 9 vO ♦ / / 0.15' C-SINK (nPJ 00 0 0 0 OHORIZONTALCROSSSECTION Outswing shown (Inswing similar) • 0 e 0 0 0 00 0.1 S' C'SINK (TYP.) 0 INTERIOR EXTERIOR 00 O 0 • 0 0 22 HORIZONTAL CROSS SECTION $ Outswing shown (Inswing similar) 1-1/4" MIN. EMB. (TYP.) •• ... • . • • • • • • • • •• • • • • a •• •.• •• • • • EXTERIOR c • ••. .• • • • • • • • •• • • • • • • • • •/ • .• • • • • • • • • • • INTERIOR V5RTICAtC.APOSS SECTION / OAIsw Flg shown (Inswing simiar) • • • • • • •• • • z U 0 z n: cc 20 - O ON am L- ce a m 0 0 rc m I, Al. TN0 W9 <001 00 as � N ^ 2 DATE: 02/16/ 2 SCALE- N.T.S DWG. BY: JK CNK. By: LFS DRAWING No.: FL-15210.1 cn z 0 ce ov SHEET 3 or 12 ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • m 3 ci m a 0 a R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-15210 HVHZ Flberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (20 INTERIOR EXTERIOR 1-1/4" MIN. EMB. (TYP.) lOq HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck Outswing shown (Inswing similar) 0 .i:o 00Go 1-1/4" MIN. EMB. (TYP.) cpHORIZONTAL CROSS SECTION Shown w/ 1X sub -buck • Outswing shown (Inswing similar) •• • • • • •• • •• ••• • ••• • • • • • • • • • • •• • • • • • 331 VERTICAL CROSS SECTION M Sh! n w/ IX sub -buck Qutswing shown (Inswing similar) •• • • • •• •• • • • • •• • • • • • • • • • •• • • • • • • • • • • •t • • 2p Kv, agti am 0 a m wN 0 - -4 •SW rn "z DATE:02/16/ 2 SCALE: N.T.S owc. BY. JK CHK. In: LFS NRAVAHO NO.: FL-15210.1 SHEET 4 of 12 Z 0 ••• • • • • ••• • • • • • • • • • • • • • ••• t • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • as m • 0 Drawings \FL-15210 (2017)\FL-15210.1-6.dwg, 5.1 Impact Opaque and GI R:\Oients\Plastpro, Inc PERMANENT\A - Florida Product Approvals \FL-15210 HVHZ Elbergia INTERIOR EXTERIOR 1-1/4" MIN. EMB. (TYP.) °HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) 0 00p © O A Ii Go 1-1/4" MIN. EMB. (TYP.) a v 22 HORIZONTAL CROSS SECTION 5 Shown Direct to Masonry Outswing shown (Inswing similar) • • • • • • • • • • WaBhavin Isrect to Masonry • • • • • 4utwainig shown (Inswing similar) • • • •• ••• •• • • • •• EgTIC4WROSS SECTION • • • ••• •• • • ••• • • • • • • It • • • • • •• • • • • • • • • • • •• • • • • • • •• • • • • • • G 0 0. — N N ww b N O O fv fu 88 m „_t. ••._ w rn \0 N "_Z DATE 02/16/ 2 scuE N.T.S DWG. sr: JK CHK. Eft LFS DRAWING NO.: FL-15210.1 SHEET 5 OF 12 cn Z 0 >N_ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 210.1-6.dwg, 6.1 Tents\Plastpro, Inc PERMANENT\A - Florida Product Approvals \FL-15210 HYHZ Fiberglass - Impact Opaque and Glazed\C - EXTERIOR INTERIOR 0 00000 • 1 VERTICAL CROSS SECTION b Outswing confirguration EXTERIOR INTERIOR 22 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold EXTERIOR 0 INTERIOR a. •• ••• • • • • • e •• • • • • • • • •• ••• • • •• • • • •• 4 4 a VERTICAL CROSS SECTION • ••• •• • • ••• • • • if • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • Inswing configuration 0 0 zo Oy am G 0 a PART OR ASSEMBLY: 0 00 Om UW K CcZ WJ U 0 N N ww to tr, 00 as 0 En - cc cc DATE: 02/16/12 sr.LL. N.T. DWG. DV: JK INK. By: LFS DRAWING NO.: FL-15210.1 sheer 6 of 12 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s\FL-15210 (2017)\FL-15210.1-6.dv g -15210 HVHZ Fberglass - Impact Opaque and orida Product Approv R:\Olents\Plastpro, Inc PERMANENT \A 0 0 N mow p. 0 1-1/4"MIN. EMB. (TYP.) 55 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR 0 11 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 0 0 o EXTERIOR co ci 1-1/4" MIN. EMB. (TYP.) ZO7 HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 4-9/16' jamb Fn� 0 CVERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 0 11111 wpm ©© •• •••• . • •• • •• ••• 0 •• ••• • • • • • • • • 1-1/4" MIN. EMB. (TYP.) •• 0 RIZONMt C ASS SE9YQN • ; • own DirU to scary • • • tswiagonlyw/ 9/46'jam, • • •• • • • • •• •• • • • •• INTERIOR EXTERIOR in 0 1-1/4" MIN. EMB. (TYP.) 07 44 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb z' PART OR ASSEMBLY: Z 0 ce DATE: 02/16/ 2 sr c• N.T.S DWG. Err: JK cHK. er: LFS DRAWING NO.: FL-15210.1 SHEET 7 or 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 201 2 R.W. BUILDING CONSULTANTS INC. Impact Opaque and Glazed\C - Drawings \R-15210 R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals \FL - 0 22 HOPPE MULTIPOINT LOCKSET HIS9000 3-Point "tongue" 23 MULTIPOINTSTRIKE HATE MANUAL RAISED TONGUE GEAR SYSTEM •• •• • • • • • •• •• • • • • •• • • • • •• 0" • • • •• • • • • • • • • • ••• • • • • • • • • •• 0 • ••• •• • • ••• • • • • • • • • • • LA1CH AND DtADBOLTSTRI•KE PLAT; • Torus sysTem• • • • • • • • • • • • • • 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY STRIKE JAMB 0 z0 TO ag W am ca 0 a PART OR ASSEMBLY: 3—POINT LOCK DETAILS U nv 0TO NI TONI 00 00 N. ^m• oo N ' Z WE: 02/16/ 2 SCO E: N.T. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.1 SHEET 8 OF 12 V1 z 0 LT) rcrc ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • © 201 2 R.W. BUILDING CONSULTANTS INC. Product Approvals \FL-15210 NVNZ Fiberglass - Impact Opaqu R:\Clients\Plastpro, Inc PERMANENT\A - Hori 55 ENDURA TRILENNIUM 3000 3 pt. Lock 2X BUCK •• ••• • • 1XBiICK�i •• • • • • •DIRKTHpL1\• • • •• • • • • • �" tii0'1PY • • • • • •• ••• •• • • • •• • ••• •• • • • • • • • • • • • • • •• • • • • • STRIKE JAMB DETAIL • • • • • •• • • • • • • •• • • • • • • • ••• pnn/p U0 Zp (tg co nun am 0 0 o_ PART OR ASSEMBLY: 3—POINT LOCK DETAILS 7 } m U 04 n 6 Z DAZE 02/16/ 2 SCALE. N.T.S. DWG, BY: JK CHIC BY: LFS DRAWING NO.: FL-15210.1 010Et 9 OF 12 4100 • • • • 1100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0041 • • Drawings \FL-15210 (2017)\FL-15210.1-6.dw (TYP.) MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS �. BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchorlocafions noted as MAX. ON CENTER -must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensbn are not exceeded. 3 Concrete anchor table ANCHOR . TYPE ANCHOR . SIZE MIN. EMBEDMENT . SMIN. CLEARANCE MASONRY EDGE;. MIN. CLEARANCE TO ADJACENT .' 'ANCHOR. ci TAPCON Pa lie1.1/4" 2" 4 ELCO ® ULTRACON 1 4" / 1.1/4" 1" I" HIN a 3/16" 1-1/4" AS SHOWN 1-1/7TAPCON 1 WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8"edge distance. 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB 2X BUCK 1X BUCK DIRECT TO MASONRY 4-9/16" JAMB SEE HINGE DETAIL (TYP.) MASONRY OPENING FRAME 2X BUCK yi1 . Mi • • m • • • .DIRECT TO• © MASONRY 4J O 1 X BUCK ® i!••••2XBUCIE•• • • •• DIRECT TO MASONRY IX BUCK •• • • 2X :Lek. LATCH & DEADBO.LrW TAIL:. • • DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) (TYP.) 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS X O}_ . U O DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) FRAME ANCHORING Masonry construction DIRECT TO MASONRY 1X BUCK ••9XA • � • • 1 „r • •• •• •• • L • • • • • • • • • • • • • HINGE DETAIL • • Inswing DIRECT TO MASONRY 1X BUCK 2X BUCK ♦♦♦♦♦♦\\III* .;'! iy 8.4Ez!, `J z •rt't .52` o m zoin ♦ � ri 7 HINGE JAMB HINGE DETAIL Outswing O 20 —G] c am 0 0. a OR ASSEMBLY: BUCK AND FRAME ANCHORING v NN N W W min 0 as t` us 0 N ^ Z DAM 02/16/ 2 scut•: N.T.S DWG. BY: JK ❑HK BY: LFS DRAWING NO, FL-15210.1 SHEET 10 or 12 z 0 Ln re re • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 0 z 0 N Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 11.1 \Clients\Plastpro, In OUTSWING THRESHOLD 30 DLP (QOSR) 32OUTSWING THRESHOLD DLP (QO5H) 5.62' 33 OUTSWING THRESHOLD Endura CZ -Series) O6 INSWING THRESHOLD 3Endura (Z-Series) OOUTSWING THRESHOLD Columbia High Dom (581) 31 OUTSWING THRESHOLD Columbia (575) 5.63" 38 INSWING THRESHOLD Columbia 37 INSWING THRESHOLD DLP (KS) N 4.56" 12.44" 2.13" OPOLY FIBER JAMB Plastpro OWOOD JAMB OWEATHERSTRIP Endura Face 5 — 2.088" -- 0 ODOOR BOTTOM SWEEP •• ••• • • • Y • •• • i ••• • i • • • 4.56' • •• • • • • ••• • •• ••• •• • • •• in • • o • • • • 4) ADAAIRlSHOLD • • • • • • DLP • • • • •• • • • • • • • • • • •• • • • • •• • • •• • • • • Cif Zp am 0 0 0 0. PART OR ASSEMBLY: COMPONENTS 0 0 a (/) 0 0 rn cc h rn 0 Z Dno:02/16/ 2 SCALE N.T.S. DWG. 6Y: JK CHK. BY: LFS DRAWING NO.: FL-15210.1 SHEET 11 OF 12 ••• • • • • ••• • • • • • J • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P. R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 1 /4" X 2-1/4" ITW CONCRETE SCREW STEEL L #10 X 2-1/2' PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL M 3/16' X 2-1/4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1/4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE - STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE' MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 X 1-1/2" PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL •• ••• • • • • • • • • • • ••• • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • •• • • •• • • ••• • • • • • • •• • • • • • • 08 0 ON "s W aI o 0 a PART OR ASSEMBLY: BILL OF MATERIALS MY m 0 U na N N 88 m� 0000 oo oo N. " Nn� N � Z DATE: 02/ 16/ 2 SCALE N.T.S. DWG. BY: JK CHIC. Or. LFS DRAWING NO.: FL-15210.1 SHEET 12 OF 12 z 0 vl ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• ••••• • • • • •• ••