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WS-18-2075• Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address • Perini Permit WO. WS-8-1 8-275 * ' Peh it Type: Windows/Shutters rtc Ctassfcation' Window/Door Replacem ` Permit Status: APPROVED Issue Date: 811 /2018 Expiration: 02/06/2019 Parcel Number Applicant 1301 NE 105 Street Number: TH 5 Miami Shores, FL 33138-2111 1122320870050 Block: Lot: MARCOS A BARUFFI Owner Information Address Phone CeII MARCOS A BARUFFI 1301 NE 105 Street MIAMI SHORES FL 33138- (305)256-6666 1301 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) THE COMPANIES OF R&S INC Phone 305-256-6666 Cell Phone Valuation: Total Sq Feet: $ 13,150.00 0 Type of Work: REPLACE 3 WINDOWS IMPACT AND 2 SING No of Openings: 6 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $2.40 $2.00 $2.80 $160.00 $9.00 $11.20 $195.80 Pay Date Pay Type Invoice # WS-8-18-68442 08/10/2018 Check #: 204 08/03/2018 Check #: 202 Amt Paid Amt Due $ 145.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify h.t all the f. ;.oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z n . Futher or , I autr .rite he above -named contractor to do the work stated. Authorized Signature: wner / Applicant / Contractor / Agent August 10, 2018 Date Building Department Copy August 10, 2018 1 eatev‘e-e. 3J co 0Lt`-t. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-309684 Scheduled Inspection Date: August 16, 2018 Inspector. Naranjo, Ismael Owner: BARUFFI, MARCOS A Job Address: 1301 NE 105 Street TN 5 Miami Shores, FL 33138-2111 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Number: WS-8-18-2075 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)256-6666 Parcel Number 1122320870050 Phone: 305-256-6666 Building Department Comments REPLACE 3 WINDOWS IMPACT AND 2 SINGLE OUTSWING DOORS IMPACT PLUS 1 SLIDING DOOR IMPACT. Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 15, 2018 For Inspections please call: (305)762-4949 Page 21 of 42 8\co\ Miami Shores Village REcE Building Department A;G 08 18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r�.Lv► Tel: (305) 795-2204 Fax: (305) 756;8972 BY. 1 ' INSPECTION LINE PHONE NUMBER: (305) 762-4949 / FBC 20 BUILDING Master Permit No. WSI t7 -2-0 5 PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /36/ A/ /05- )/ (i0/T r// City: Miami Shores County: aw Miami Dade Zip: 3317.-? Folio/Parcel#: //- a-Z3a- 087' 95Z) Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): fl i cS /9. p�CL2U1f/ Phone#: aC �- OG Be) Address: /30/ /V f /O 5.- si (.H i / 77 ,4 � ��. 1. City: f' �//�1l !mot/� S'�/o�Fl State: Zip: 7// Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 12d- S ('ovntt Q4/P/ kyr, Phone#: ?0.57,K66,F� Address: <?/f SW / ?9 7TT'Lc, City: "4' 4Y�/1 /// State: _a Zip: - ?/%,6� Qualifier Name:./Ol�l�I �Jr�//�- - ,.� Phone#: 3S"'�S7 �,K6‘ State Certification or Registration #: C 6-C O/6 252) Certificate of Competency #: DESIGNER: Architect/Engineer:-Ueige-? - Fk /!44e,tf ' 1 Phone#: 7 _ 17/2 9V0/ City: /�r;1/ State: f /, Zip: 'l?/>� Square/Linear Footage of Work: Address: 120020 sw Ut, Value of Work for this Permit: $ % 3 /572 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: filace 3 62'o .tde/if G/ 9/ 9 f-4 ,2e / Specify color of color thru tile: Submittal Fee $ Permit Fee $ ( `CO' ( CCF $ CO/CC $ Radon Fee $ • CA DBPR $ . O Notary $ Scanning Fee $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ L CI 5. Structural Reviews $ (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 npt be approved and a reinspection fee will be charged. Signature CONTRACTOR The foregoing instrument twas acknowledged before me this The foregoing instrument was acknowledge e me this 'Li.1 i, day of V , 20 by day of VI , 20 "17 S. , who pe sonall own to ''',INK_ % , who me or who has produced as me or who has produced as identification and who did take an Sign: Print: Seal: **************************** APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ***********************************************************:sss Plans Examiner Zoning Structural Review Clerk 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: 'fier/Owner Signa Date Print Name f Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: 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 components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 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;11/17/2014 VILLAGE DEL MAR CONDOMINIUM ASSOCIATION July 20, 2018 RE: 1301 NE 105 ST, #TH5 — Impact Window and Door Request Please be advised that the Board of Directors for Village Del Mar Condominium Association has approved the Architectural change / modification alteration as per your request. Approval: Impact Window and Door Installation (White Frames Gray Glass Windows 2 & 3 bedroom 2nd floor Vertical colonial grill ) Your approval is subject to the following: Please do not begin construction, alteration, etc. until you have obtained the appropriate and necessary permits (if necessary). Please send us copies of these permits for the Association's records. Thank you for your cooperation in complying with the governing documents of your Community. Thank you for your attention to this matter. Respectfully, AFFINITY MANAGEMENT SERVICES, LLC For the Board of Directors 1200 NE 105 ST Miami Shores, F1 33138 WINDOW / DOOR SCHEDULE GLASS EFFECTIVE GCp (4-) CALC. WIND PRESSURE PRODUCT PRESSURE WATER INFILTRATION NOTICE OF MARK DESCRIPTION TINT FRAME PANEL WIDTH X MANUF. / AREA ZONE GCp REQUIREMENT CAPACITY APPROVAL THICKNESS/ NO. TYPE COLOR STYLE HEIGHT MODEL # (SQ.FT.) (-) (P.S.F.) (P.S.F.) REQUIREMENT (N.O.A.) W1 ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE 0 X 25" x 38" CGI WINDOWS & DOORS "110" 3.3 INT (4) +1 00 1.10 +44.5 48 3 +75 -75 YES 17-1018.08 ALUMINUM CASEMENT WINDOW - 5/16 LAMI > CGI WINDOWS & +0.97 YES 17-0918.11 O IMPACT RESISTANT (TYPE "2") GRAY WHITE X 36" x 57 DOORS "238" 14.3 INT (4) -1.07 -47.3 -60 ALUMINUM CASEMENT WINDOW - 5/16 LAMI GRAY WHITE X 36 }" x 57 CGI WINDOWS & 14.3 INT (4) +0.97 +43.5 +60 YES 17-0918.11 O IMPACT RESISTANT (TYPE "2") DOORS "238" -1.07 -47.3 -60 D1 FIBERGLASS OUTSWING DOOR W/ SIDELITE- IMPACT RESISTANT 1" LIG GRAY WHITE XO 37' X 80"(X) 24 4' X 80"(0) PLASTPRO SERIES "0" 14.8 INT (4) +0.97 -1.07 +43.4 -47.2 +75 -75 YES FL#15210.2 (FL. APPROVAL) D2 ALUMINUM OUTSWING FRENCH DOOR - IMPACT RESISTANT 7/16 LAMI (TYPE "A") GRAY WHITE OXXO 72 "x 80" (XX) 24 x 80" (0) CGI WINDOWS & DOORS "160" 14 8 INT (4) +0.97 -1.07 +43.4 -47.2 +80 -80 YES 17-1226.05 D3 ALUMINUM SLIDING GLASS DOOR - IMPACT RESISTANT 7/16 LAMI (TYP "A") GRAY WHITE XO 71 y" x 80" CGI WINDOWS & DOORS "150" 19.7 INT (4) +0.95 -1 05 -46.4 -60 YES 17-1011.18 (W3) (W2) 0 8 8 -8 EGRESS EGRESS BEDROOM BEDROOM EGRESS BATH (D3) BALCONY SECOND FLOOR PLAN SCALE: 1/8" = 1'-0" FLORIDA ROOM FOYER GARAGE NOT PART OF PERMIT ____CS9 FIRST FLOOR PLAN SCALE: 1 /8" = 1'-0" KEY PLAN SCALE: N.T.S. SCOPE OF WORK: WINDOW / DOOR REPLACEMENT CONSISTING OF: • 3 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS • 1 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOOR • 1 NEW IMPACT RESISTANT ALUMINUM FRAMED SLIDING GLASS DOOR • 1 NEW IMPACT RESISTANT FIBERGLASS DOOR GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCT CONTROLS. 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. • • 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (Irc•gEADS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO eil-g-iinvo THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEN PERFORMED TO VERIFY THEIR ADEQUACY. 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. •CLF•AR HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. iY (5U SQ. FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOOP o RIE:ED FLOOR. • • • • WIND LOAD CALCULATION • CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = BUILDING CLASSIFICATION = WIND DIRECTIONALITY FACTOR (Kd) = HEIGHT OF HILL OR ENTRAPMENT (H) = TOPOGRAPHIC FACTOR (Kzt) = MEAN ROOF HEIGHT (h) = 175 MPH C I I ENCLOSED 0.85 N/A , 1.00 25 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.94 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp) BUILDING "W' AT NARROWEST DIMENSION = CORNER DISTANCE FOR ZONE 5 (a)= 5'-0" ± 0.18 (NOTE 1) • • • • • •• • (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 50'-0" = 5-0" 0.4 X 25.-0" = 10'-0" 0.04 X 50'-0" = 2'-0" a = 5'-0" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh = .00256 (Kh) (Kzt) (Kd) (V^2) qh= .00256 (0.94) (1) (0.85) (175^2) qh = 62.87 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) p = (0.6)gh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 62.87 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 62.87 [GCp(-) - (+0.18)] NOTE: 1. • 1� STATE OF • �� • i� • °• FLORIOP`°•°°�D�� //",, '®NAIL \ `\. Engineer: SUAREZ ••••€NGINEERS • • • • 12020 S!/•/CtR eta • • • Miami, FL 33155` 4 •785-547-9401 CA 19429 • • • • • • • •. z.-._ •••U.! • • •Li} •• U • •••Q• �• O O • • ••r•ti• • • • • ••t,•• • J • O ti• co ``11111I111,,, \"Opl;JERo",, // .64759 GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. 4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPAN^2)/3. Eduardo A. Suarez P.E. License No. 64759 Date 04-29-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By' E.A.S. Submittal' PERMIT SET Drawing Title: GENERAL NOTES, CALCULATIONS AND SCHEDULES Sheet: 1of2 16. 4 • D3) NOT PART OF PERMIT SOUTH ELEVATION (FRONT) SCALE: 1/8" = 1'-0" - I / i / • • , • i / \ • k • / A NORTH ELEVATION (REAR) • • • • • • • • NO.:I REVISION DESCRIPTION I DA Engineer: S U A R E Z •••• ENGINEERS • • • • 12020 SiP7bKi CP • • • Miami, FL 3335% • 17814-547-9401 CAE9429 •• • •••• •••Z ••.• •••1 • • •Lii .. .. •• U ••�•• • csa{.• • ,•• • • • IC J • W • Ur" � • • • • • • gry I- (0i • .0 Z o -= o E . ,- co 0 0 z • • • .. • • ,.... c, • . 64759 w N >k _ O STATE OF 111111\\�� Eduardo A. Suarez P.E. License No. 64759 Date: 04-29-18 Project Designer E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: 2of2 SCALE: 1 /8" = 1'-0" DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGt*iudos'aued Doois jne 10100 NV 250t treet Min TRU53172) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DE C T ;, eves entitle 3f0 ' Aluminum Single nungWindow - L;M.I APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D 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. _ E ACT' TRIG: ar' a°au` mall ss a pnetResistan 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# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ept g avrs�r !,Date: Decemblir1J, 2OT 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a 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. 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. 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, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manuel P ez, .E. Product Control xa iner NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. 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 Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no fmancial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. 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. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 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 W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by A1-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 FBC 6th Edition (2017), dated 09/29/17, 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 (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 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. f ite ient leiter_of_confr rmance, complying LiIth n (2414),with FBC 6 (Edition,(2017), and of noefmancial interest, September_14, 2017, issued by Al-)) Co • 6ratio. siWand sealed b .Javadt hmad, P.E ar .o. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. ag-ateg Manuel ' P.E. Product Contr'miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 LA.NGE &HLANGE ADAPTORFRAME (SERIES . SENTIN_EL.. 1.10 AEUMINU' SINGLE HUNG WINDOWj DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THI ,PRODUCT IfAS BEEN DESIGNED AND TESTED T0j, COMELY WiThtTHE, R QUREMENTS OF:7HE'201.4 (5TH EDm,ON)/2017 (6TH EDTifON) FLO IDA;' BUILDING'CODE, INCLUDING HIGH VELOCITY HURRICANE' ZONE 1BY OR 28Y 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—METALLIC 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 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. 5 1/2" MAX. HEAD/SILL CORNERS D1 52 1/8" BUCK WIDTH 47 7/16" d D.LO. (FIX. UTE) o 20 9/16" ** MAX. HEAD/SILL 40) I •/ 8 _ O Cl ./ — —TI 6 EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 0 MTG. STILES 5 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION 52 1/8" BUCK WIDTH 47 7/16' D.LO. (FIX. LITE) 20 9/16" ** MAX. HEAD/SILL l a o e I e o /. o Eu o C2 i/ /. — - tt 1 1 r " PRODUCF REVISED as complying th -*UMW Building Code Acceptance No 1 Expiration Date ,E5y Ctirx ,a 1?ade Pruduet CcP 016 47 7/16" D.L.O. (VENT) 50 1/4" VENT WIDTH FIN FRAME �N o F • •• • •• • • • • • • • ••.• • • • • • • • ••• X • • •� • • • • •• • • , • Q fn mw Q Z U L9MINATED' GLASS RNSUL nw, T A!M. GLASS LARGE MISSILE IMACT SMALLI.MISSIeLE IMPACT 2D 000111III \` . 70592 * ATE OF ORi9I';.•' �0 /OVAL LI111111� Z 0 et 2 a • o OWNge `" d N O iajti D• avos o o t E �d • 0 a awE-i etc .J nep� 1:0a4 ch141 c V) 0 ALUM S.H. WDW. ( • • • • • .••• • • N 0) • • In • • l0 •U •• 1 el C• CO • ••A.• in 0) 0 • L. N C a :rosj r, 0) N O M C Zj § o r Q v�� c co 0 y w 0 -o 1) N UPDATED TO 2014 FBC NO CHANGE THIS SHEET UPDATED TO 2017 FBC .0 a0 17) ri o O O 0 O 0 m a 0 0 0 N .Q -v drawing no. W1 0-03 (sheet 1 of g sQtiez.LIT$s$1►IIQAsl__ FLANGE DIMS. BUCK DIMS. rGLASYiTYPESsArc'A1' GLASS TYPES `11THI' WIDTH HEIGHT WIDTH HEIGHT jEXT.(71-)7 ;114F. 01 EXT.(+) 1NT.(-) 19-1/8" 26-1/2" 37" 49" 53-1/8" 26" 18-1/8" 25-1/2" 36" 48" 52-1/8" 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 7677121 18-1/8" 25-1/2" 36" 48" 52-1/8" 37-3/8" 75.0 75.0 80.0 85.0 _ - _ . , - : 80.0 85.0 37" 49" 53-1/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 50-5/8" 18-1/8" 25-1/2" 36" 48" 52-1/8" 49-5/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 63" 18-1/8" 25-1/2" 36" 48" 52-1/8" 62" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 76" 18-1/8" 25-1/2" 36" 48" 52-1/8" 75" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 28-1/2" 37" 46-1/2" 85" 18-1/8" 25-1/2" 36" 45-1/2" 84_ 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'k'A1' GLASS TYPES 'B'& B1' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 53-1/8" 76" 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 26-1/2" 31" 33" 37" 43" 85" 25-1/2" 30" 32" 36" 42" 84" 70-5/8" 75.0 75.0 80.0 85.0 63-5/8" 75.0 75.0 80.0 85.0 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 80.0 85.0 45-1/4" 75.0 75.0 80.0 85.0 BUCK DIMS. FLANGE. FRAME FLANGE .DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS FIN FRAME FLANGE ADAPTOR FRAME FLANGE DIMS 0 w x UNEQUAL LITES (ORIEL TYPE) REVISE - as complying g with irb.'sb )! 4Y#*i& 3uikitla cock /�t/� Acceptance?i I� 49. Expiration. Date FLANGE DIMS • • • • • •• • C• •••• M • • uj •••• • • • • • •A •• • • • • L crl � rY 0 Qn• . Zl6et. p � u. O tT) • 3 ui e1 00"0G r{ O HI 4 .' Id , i� rc• •m CZ w •. • 0 0 J 3- 0 0 0 FAX. (305) 593-6592 1 rm O 0 0 (no 0 UPDATED TO 2014 FBC NO CHANGE THIS SHEET UPDATED TO 2017 FBC •� a) .a- 0 o_ ri co 0 0 of 0 0, 0 0 O n 0) N rn 0 0 C m V date: 02-02-10 >. .O s • • •••• • • •••• • •• • drawing no. W10--03 sheet 2 of 9 • 1/4" AIR SPACE 1/8" ANN. GLASS z w r as in 0 W .075" {_ • •yer oft= as i Che 090 nterlo ,. -?_ x 4Saf ex `Clear An Cotor; Glass By" astman ,Chemical Co ' OR Rx 090; ,'ltterloyer <. Se¢tryGlas ; '�' By s Kuraray America, OR ; 090 Interlayer Jrosifol PVB ` By' Kuraray Amenco, :inc 1/8ti ANN. GLASS SILICONE GE .1,200 E.;DOW`CORNING• 899"`: :DOW, CORNING 995 1/8" ANN. 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 'Kuraray America, Inc.' AT 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 .1 & S.M.I.) z 1 /8" HEAT a Iff a� 1 , . k Fr) STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex 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" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. (L.M.I ONLY) 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex 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" 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' 0.70" OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying ,,�,w�ttlr<ii e Mai& '3uiiding Codis Acceptance Na Expiration Date • • • • •• •• • • z cc, • m Z N • a i Cg 6 0 OWE`""' a 4 O t tj ZM o paaoa � Cf a < W d "�, z ref.?, ..I • • • • • •••• i • i •• •• • • 1 • • • • • 1 •• \\ jlillllp • \yCENSk• • 0. 74592 TE OR 6kONAL � :�• p/llifb� -- • COMP-ANL\W10-03CGI V) J ca vi SERIES SENTINEL 110 •.•, • • • • • • • • •. • • V• •• C • • • • • • Windows and 7 U FAX. (305) 593-6592 C INTERLAYER & SPACER REV. UPDATED TO 2017 F8C T .0 a) 0 0 0 0 of 0 0 0 0 0 of 0 0 0 C O ) drawing no. W 10-03 sheet 3 of 9 • • • • • • • • • •• • • • • • 0 W1 Y`f 1BY WOOD BUCK Q 4 °. • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE,. DIST. d n ° _• { 2 (n II if !I 11 S5 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL -J z 0 0 (n Z W w 0 vn v ° . EDGE DIST. 1BY WOOD BUCK VENT HEIGHT v D v TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. ricerErrarAiNvar.' 11111111il1111 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8" MIN. 2 3/8" MIN. \ \ • • • • WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING NGE ADAPTFRAME rr MIAMI—DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 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. ••: •• •• • •• ••- • •• •••• •- TYPICAL ANCHORS: SEE ELEV. FO4i SPAltI I 1 /4" DIA..TAPC +1 'ITW' �(Fu=125 KSI, Fy=100 KSI) i/4" IA. ULTRACO i 01' 'ELCO' (Fu-177 KS% Fy=155 KSO INTO 28Y • 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) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMS) 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 SCREWS (GRADE Z Cas) INTO MIAMI—DADS 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 1N C0$ eCT WITH, ALUMINUM- TO' BE iPMTED OR, PAtIIi'ED) TYPICAL EDGE DISTANCE INTO, CONCRETE AND MASOiRY• =i INTO" WOOD STRUCTURE. = P7' MIN: 1NiOi-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 s complying with tht Fki ida �1 %�.c C��,t75ICe ,hifi �f•�6tl0° Ex i at or Date a. 7,O r92 TATE OF OR19P.•°°�O iONAt ON. /11111% •' •• s Io 3 Q d 0 0 • s_f•••- N —t 3 0 3 0, J w 1- w • • •• •• • • w w V vi L O 0 1— w w = cV to C•1 to z -I 0 o� O N co co Cis) M J 0 0 a 0 0 -o 0 0 m cc a UPDATED TO 2014 FBC NO CHANGE THIS SHEET UPDATED TO 2017 FBC .n Q) 0 v 0 00 0 o m 0 m te: 02-02-10 II N drawing no. W10-03 sheet 4 of 9 • •- 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCKS ♦ ♦ ♦ BUCK WIDTH • ♦ SHIM w w 1 /4" MAX. SHIMS BUCK WIDTH 1/4" MAX SHIMS EXTERIOR D.L OPG. 1 U MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH #14 X 1" FH. SMS. ti /4. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING ' FLANGE ADAPTOR FRAME .. • •. .• • • •.•. • • ..•• • • •• •. INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED ascomplying with the t . Building Cod :: !"lnp� f8 � xpir)t font Date -°° 2t'0 ``tttl4AH 11pg�� vxcENse No. 70592 TATE OF OHM- ►rimo\�� . 3 s V O g 14) Q a " CC O0 .0 O W N0. CC h- O ;5) o el O • a ag °et 2 J 0 (b$ j J w z w V) N w (/) C c O j a) L 0 M 0 0 J z a 0 0 • . •• •• • ci . • c • • -r. • 0) L O p W CJ NI 3 `Vin `D 0 • P7 M to z� 0 M 0 o Q U —� FAX. (305) 593-6592 ) O ++ a 'L co 0 m 0 N 0 0 NO CHANGE THIS SHEET UPDATED TO 2017 FBC 0 a) 0 0 0 0 0 0 N 0 O m U 02-02-10 6 C ) : . • • . . drawing no. W10-03 sheet 5 of 9 • • • • •• • • . 7"p EDGE DIS .. 1 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH #14 X1" FH. SMS. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE,. DIST. SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL • TYPICAL ANCHORS SEE ELEV. :. FOR SPACING METAL STRUCTURE GE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/6". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. EQUAL LEG FRAM MIAMI—DADE COUNTY APPROVE MULLION & MULLION ANCHO' SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH a � PRODUCT REVS D °Ats csjrap ying with tI Florida Buikti'-..kg Code Acceptance No 1 'WI 0- D$ Expi cation Date Jade Product 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING No. , 0592 STATE OF �2g . rLOROP' •'iONAL I�O�� Z 0 t C E 0 0) •� • • •• •• • • • • • .. • L 0 La 1- U) O a 0 G) 0 >. .n a) 0 0 Windows and C9 U Ii. 0 0 UPDATED TO 2014 FBC c 0' 0 NO CHANGE THIS SHEET 0 0 0 COMP-ANL\W10-03CG1 (305) 593-6592 ) • UPDATED TO 2017 FBC d L U drawing no. W10-03 sheet 6 of 9 •• • • 0000* • • 0000* •• • • FIN FRAME V ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY C HOUSE WRAP NOT BY CGI 0 cp HOUSE WRAP NOT BY CGI SCREENS OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 \1 /2" II BACKBED CAULKING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL li 1 1/2" TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING w 0 WOOD STRUCTURE 1/4" MA NOT BY CGI 0 C7 GAP 1/2" MIN. HOUSE WRAP NOT BY CG1 3 i TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'B SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1 BUCK HEIGHT EXTERIOR D.L. OPG. is cc ))°pi izz.: with t ;�lId;.sag Code ep a ice No t Expirttion Date rdhet: Con'tfd • . .. .. . • ..•. • • • • • • • • •• •• • • • • • • • • • • •• • 1/4" MAX. GAP 1/2" MIN. BACKBED CAULKING `w!!IOd1 .-'0GEiNsk /ter No. it 92 TATE OF <ORMit. •'p ONAL 111III111 z ti o p y g QQ � COpp OWNa. 6yti dceaa Ce 0114 J a 84 0 J SERIES SENTINEL • • • • •• •• • ) • • ;t)O (D •• O • rn .. • 13 L O O w x 1D ~ V) 0=N0 N LC) _ co C'I O • M ) 173 CZLJ O o C- O _c U—FL' fA c 0 10 c 0 0. 1 0 a) a) w 0 0 N 0 NO CHANGE THIS SHEET UPDATED TO 2017 FBC a) 0 0 0 ri 0 0 0 0) d 0 0 m 02-02-10 L U drawing no. W10-03 sheet 7 of 9 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6063-T6 - E5 CGI-104 1 LOCK RAIL 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - EB CGI-107 AS REQD. 5/16" GLAZING BEAD 6063-T5 - E9 CGI-108 AS REQD. 0.700" GLAZING BEAD 6063-T5 - E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - El1 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - - •• • •• E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - • • • • E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - •••• • • • CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - ::::M1 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. • •• • M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - • .•• M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A • M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. • • • M10 - 2/ WDW. BLOCK/TACKLE BALANCE _ - BSI OR EQUIV. • • MI W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M MI6 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 .- 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. © CGI-133 & CAM LOCK - - R °Duct I tif9 ;Is complying with t ;_yuilel€4gCot ry }A Accep as c_o Ncb�_ 1•1 {i I pir;atior. Date �.a. Miarn Pmdtu t C \\`�lllTlt1If7-. • 70592 • • • • Off Z. ATE OF �11t918e� FAX, (305) 593-6592 1) O to co �Q a " ft O 1 o t) a MI"`. cot c+� Cam 8 p aA o et,E•1 • oad • ur � 'o .55 to 0 U O a O U • ) • • • •• •• • • • • 2• • • • —•• • Windows and C en C O co '5 a) C n U h a) V UPDATED TO 2014 FBC NO CHANGE THS SHEET UPDATED TO 2017 FBC .D a) O 0 O m 0 0 4) o_ O 0 C N O O O 11 0 S, drawing no. W10-03 sheet 8 of 9 •• • • • • • • .• • • • • 1-.2.505 1.015 f�- FLANGE FRAME HEAD .745 2.505 .811 TYP. 1.015 I- - E1 FLUSH FRAME HEAD 1 r--.065 1.550 sL .050 1.680 1.395 NAIL FIN ADAPTER -1.583- .065 TYP. 3.675 1 1.429 1.000 V ci 3.175 .500 2.505 FLANGE FRAME SILL 1.583 .065 1.429 3.175 .500 2.505 FLUSH FRAME SILL .745 .065 TYP. 1.368 E4 1.007 r_ 1.220 MEETING RAIL 2.113 2.440 FLANGE FRAME JAMB .065 TYP. FLUSH FRAME JAMB 1.788 LOCK RAIL .490 -n .705 .050 TYP. Y _I --I .864 L- ED 5/16" GLAZING BEAD .1201 r .705 .050 TYP. .864 E9 .700" GLAZING BEAD 2.195 1.892 .065 1.043 1 l TYP. 1.015 E6 HAND RAIL 1.395 .050 .065 .180 0 FLUSH FRAME COVER .060 SCREW COVER 1.025 E7 SASH RAIL 1.395 .745 .065 1.015 FRAME TOP CORNER FRAME BOTTOM CORNER FLANGE ADAPTOR .180 VENT TOP CORNER VENT BOTTOM CORNER ; cJDUCT REVISED is complying ng with the Fiorillo. r �.3ar^ixEYi1ryal. By • • • • • •• • • •••• • • • • • • • • •• •• •- • r • • • • • ► •• ► 0 O I 0 I a. 0 0 N 0 • • • •• •• •• • • • •. •a • N L 0 p t7 S Nco 10 • NM tf O r') M cZ�� ?y p o p-5 - U-mow FAX. (305) 593-6592 a .0 0 v 0 c 0 m 0 m O 0 U rn 0 n drawing no. W10-03 sheet 9 of 9 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ... • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) WIdows,ana.Doorsanc 0OONV 25ree0 amir 3317 SCOPE: This NOA is being issued under the applicable rules and regulations governint tile .use of•Cottstructier.••:• materials. The documentation submitted has been reviewed and accepted by Miami -bade County RER- •. Product Control Section to be used in Miami -Dade County and other areas wherq pjlp,/ed by t . Authon1y Having Jurisdiction (AHJ). .... .... This NOA shall not be valid after the expiration date stated below. The Miami -Dacia Gounty Produat'Conti 11... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade'Vf ty) re1ser:e /he right:..' to have this product or material tested for quality assurance purposes. If this ptdddLt or material* fails •to• •; • perform in the accepted manner, the manufacturer will incur the expense of sucli Tgtuig and the AHJ may '. immediately revoke, modify, or suspend the use of such product or material withjn th it juri iotion. RER"" reserves the right to revoke this acceptance, if it is determined by Miami-Daa.Cbu ity Prgdurt Cont;ol••• 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. E a 41e,T'ION: Series izSentinel 150"Alum ni= hht uig:Grass our v/_ vo'Reinforceaments=L• .M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 28 of 28, prepared by AI-Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, 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. avilg 'llArl r Large a ia`11Mis le'Tin acttResistan.,t LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0619.06 and consists of page 1, this page 2 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 Jorge M. Plasencia, P. E. 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. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, Iated 0 Z3(,410 and last revised on 01/11/16, signed and sealed by Javad Ahmad, B. TESTS .. . • .. .. . . •••• • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.... • •.... • 2) Uniform Static Air Pressure Test, Loading•NrF$C TerS 202-94 • 3) Water Resistance Test, per FBC, TAS 202194' • • • • • 4) Small Missile Irnpact Test per FBC, TAS 201'-9:t • 5) Cyclic Wind Pressure Loading per FBC, TAS 103-94. 6) Forced Entry Test, per FBC, TAS 202-94 • • • • • • • • • along with marked —up drawings and installation diagram of 8-panel, Al'um•SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 3. Test reports on: 1) Uniforms 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 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 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 series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, • .•• . . Jorge M. Plasencia, P. E P oduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 • E — 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. • • •• . • . .... 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'.. • : .. . 2) Uniform Static Air Pressure Test, Loading pe•F$C TA442-94 3) Water Resistance Test, per FBC, TAS 202-94• • •' • 4) Large Missile Impact Test per FBC, TAS 2,11 si• • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA8•93-94 . . • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • along with marked —up drawings and installation diagram of 6-pa-ieAlum St+D w/ •. Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No' CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively'both sighed• and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA# 14-0627.15) 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 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, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #13-1121.08 /#12-0821.16) • . . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahrnad, P.E. 2. G1a7ing complies with ASTM E1300- 09. orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 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 Ameria, Inc. for•t c • "Sentry Glas® (Clear and White) Glass Interlayers" dated (16/75i:5, expiri g on • 07/04/18. • 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (NIA) for' • their "Saflex CP-Saflex and Saflex HP Composites Interlay8r i'iiZ PET cori, •dated 06/19/14, expiring on 12/11/18. • 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemicnt Companys(MMt) "Saflex Clear and colored glass interlayer", dated 03/17/16 LxPe;iiig on 05r21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. fo4thett' • • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 1,`i 1;16. • • • • • • •. • • • F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ah_mad, P. E. 2. Laboratory compliance statement, part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. 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. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 144627.15) Jorge M. Plasencia, P. E. Pro uct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad P E. •""• • • • B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources`(1tER)... • • • •. . . . •• • • • • •..• • • ••.. • • • • • ••• • • • • .•.• • • • • • • •• • • ..• •• • • • •• • • • • . • •. • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interiayer w/ PET core" dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interiayer" dated 01/19/17, expiring 07/08/19. F. STATEMENTS 1. (Statement_letter of confor� ance�to, comp ying wi Stio> (6thEdition (201,D,_annd of nv financial interest, <dated_09/14L17, signed: an . sealedj avail Ahmadj. G. OTHERS 1. This NOA revises NOA #15-0619.06, expiring on 09/22/2020. rge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-4 ERE NTINFL STIDING. DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. IS, PRODUCT HAS SEEN DESIG E ?DES ED4 TOCOMPLY ,WFTH—TNE) REQ IREMENTS OF THE2b14 (511-1. I2o_? .. s> (TN EDRION)"FC0R1DA IBtJ1LDING COD:EDNOODING HIGH`VEL4C fY FjURRICANE ZONE ,(I Z)) 1 BY 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 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 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, Le. LIFE 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. • INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG_ HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET 15 SFIFCT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. Z m b 03 cri v 0 ILL • :::; • • • • • • • • • • • • • • • • •• • ••••T", • • sk •• .� • • te • • •o ,AtN T.EDOJAISS A TD . .1-NATED INSI LATING GLASS; LARGR/SM `LL fISSILE_'IMPAC PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.1 B Expiration Date 09/22/2020 By Miami - Product Control 0 erl C0 GZ Vl W • • • cam! R U• - •• • •• •to 1n O M 4 n 0 0) 0 � x c0 0 r 0 [drawing no, W 10--31 J sheet 1 of 28 • • • • • • • •••.•-- • • • • • • 6" 1 13/16" MIN. I 3 TRACK JAMB ANCHORS 1 14" Z I MAX. FALSE MUNT!N OPTIONAL 3 TRACK HEAD ANCHORS 282 13/16" MAX. 48 1/8" NOM. PANEL WIDTH A ANCHORS IN PAIRS AT HEAD/SILL/JAMBS DOOR FRAME WIDTH i HEAD ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. HEAD/SILL SEE SHEET 15 6" MAX. PANEL HEIGHT t) 0 c� 0 J 0 ( -�- 11 IH - J 1; I1 1I +2 vat! 0 / • %/ //, `F , i / / 2 POINT SINGLE LOCK SEE SHEET 24 OR DESCRIPTION ri.L OP(lE -r----• __= r / . 11 I I i11 //. rl _ l. _ 11 _ II II -_IL ---it -- I I i t l f i I I _'�___===}l= '1 1 1 J Z U _ t to 14" MAX. \lII� TYP. i 8„ 8„ (1) WEEP CLUSTER (2) WEEP CLUSTER i Ii SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS INTO CONC. AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 8" 1 8" REINFORCING AT INTERLOCKS OPTIONAL SEE SHED 13 FOR ACfTY IV ^ l f� JM 42 1/8" D.L. OPG. /. /. /. // / t //. /. •/. // Y 8" 8" (2) WEEP CLUSTER (2) WEEP CLUSTER TYPICAL ELEVATION TESTED UNIT 8".I 8 (2) WEEP (LUSTER (2) WEEP CLUSTER D.L. OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" 48 1/8" PANEL WIDTH HEAD/SILL CORNERS z N 1--• Q tL 0 r H POCKET JAMB (SEE SHEET 6, 8, 11 & 12 & DETAIL M ON SHEET 23) 3 TRACK SILL ANCHORS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami- ' e Product Control POCKET JAMB ANCHORS \\\llisrpprrl��I, Rl / !!1 ,90592 STATE OF ..� • • • •• Z y, r06• i J Q N < F` Z 1. o Q2 a i 0 O ,in,Li o •reg.gg:vg.i. • ec N ••••. , Z aiY1•• •••f J 5 tc k•15 •• • ••••,• • . .. • ts _3 cn L�,..1 z V) • • • • • N di7 U• C•• •1 —• • •• •Lo vi w — 0 W F- C m 0•to 0 M, C 0 0 _ r� C'1 aQ 1 U C k 1-1 U a) QJ 77 LJ 0 U 5 te a RER COMME a T n 0 N 0 drawing no. W10-31 (sheet 2 of 28 6nj 3" 1 I T TYP. 1V 4" 0 1 13/ 1 B" 2 TRACK JAMB ANCHORS ;� -D 00 2 TRACK HEAD ANCHORS F 14"_1 - r) r a MAX. 190 9/16" MAX. ' DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL FALSE MUNTIN OPTIONAL { AT HEAD/SILL/JAMBS Q �I I I t C I I 1 I AT STILE ENDS AT 3" O.C. SEE CHART ON SHEET 1 FOR CAPACITY ! �I� I Imo; f I II SEE SHEET 15 15 1 I,; I DOOR FRAME HEIGHT 118 13/16" D.L OPG. 1 I 1 1 --- - T----1 _ 1- f 1 REINFORCING AT INTERLOCKS OPTIONAL SHEET 13 If I ===11t.====- e J1 /SEE FOR CAPACITY I 2 POINT 42 1/8" 1 42 1/8" -_ ___-L___ ---T----I- II 1 i . - IL --11_—_ =-1-=---P1-- i i l i B1 I i 1 it II i' SINGLE LOCK SEE SHEEP 24 FOR DESCRIPTION Y j D1 3 S- D.L. OPG. D.L. OPG. SILL TYPE B2 ANCHORS 48 1/8" 2. 3 OR 4 PAIRS AT cTll rnlnc 48 1/8" -" _ ..__ ..__ . PANEL WIDTH AT 3" 0.C. SEE CHP.RT ON SHEET 15 FOR CAPACITY 1 16.• r1 � 14" MAX. B1 3" TYP. D 1 it 6" MAX. EEAD/SILL CORNERS L_ a a POCKET JAMB ANCHORS •I S TRACK SILL ANCHORS I1 $. 8.. (2) r EP CLUSTER 8" (2) vETp CLUSTER (TESTED UNIT) TYPICAL ELEVATION 8' 8" t 8" (2) WEEP CLUSTER (1) PEEP CLUSTER REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. Z 0 a a fr a •• • ••• IL • • • J •••- • • •• • • • • • • • •• D_L. OPENING D_L.0 HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-DteAe Product Control • i o. 7,fS92 ATE OF OIe1OP.��. �NAt 11i111oj CO M Q CY • � N a_ a. U LT, O M Nkg O?..c•• D. •r fio f� w u• In zN .r•9 • w ;E 1• • - ItC 2 C7 - J w z w • • • c'J U• co C •• •I • • • • • ,n 0 10 O w F• 0 N 0 a 0 i U N• u�J V1 0 0 0 O N O 0 o to .n .o -c drawing no. W10-31 sheet 3 of 28 3" ro u to Z FALSE MUNTIN OPTIONAL LZC 0 O 0 0) 0 U 0 J CO 0 Z 1n kE o >. F- tp a.,., Z Z Ix w 0 m 00 r POCKET JAMB ANCHORS 149 5/16" EXTERIOR 146 9/16" EXTERIOR 48 1 NOM. PANEL W A DOOR FRAME MOTH ANCHORS IN PAIRS — AT HEAD/SILL/JAMBS (I.11•1 • 'GI r 0 II 1 +2 1/8t1 g o DOOR FRAME HEIGHT co to PANEL HEIGHT HANDLE CL 38" i.L. OPCII I1 11 ci // ii II / 1 I I I' I1I I __ ___�_==�_ II II 11 fi===-=' I 0 14" -MAX. 3" TYP. SILL TYPE 82 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 1 FOR CAP 9 1 i 1 DOOR FRAME WIDTH HEAD ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. HEAD/SILL I I !! I l 2 POINT DOUBLE LOC SHEET 2 S REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY i / / P 42 1/8" / SEE / FOR // DESCRIPTION //. m �' *: o 0 0 _ D.L OPG_ / �/ I J 4z0 s L TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY EXTERIOR (TESTED UNIT) TYPICAL ELEVATION 48 1/8" PANEL WIDTH 48 1/8" EL WIDTH EXTERIOR 97 3/4" DOOR FRAME WID HEAD ANCHORS 2 OR 4 PAIRS AT CORNER S SEE CHART FOR CAP // ENDS SHEET 15 3 TRACK HEAD ANCHORS 2 POINT DOUBLE LOCKS SEE SHEET 24 FOR DESCRIPTION 48 1/8" PANEL WIDTH 6" MAX. HEAD SILL CORNERS 42 1/5" D.L. OPG. // 48 1/8" PANEL WIDTH PRODUCT REVISED as complying with the Florida Building Code N OA-N o. 17-1011.18 Expiration Date 09/22/2020 By Midmi-Dane Product Control moo 0 W 1D Ad D. 1A o °NTo 0 `� n re t. u. O �Nc 1 13/16" V 2 a • O • • • Q a trc a •• y" !n:+r —` • MNI. • • •• 0 co 3 TRACK JAMB ANCHORS 3 TRACK SILL ANCHORS ttttl111 STA>'E OF 1/11111i1“1 •• •• • • C Z 0 tn V) J Q I n. 0 • gm • Uy c0 c •• • --• • •• •,Li rm 0 L 0 Q) 0 L1 02 0 -o r. N N 0 0 0 c -J 5 0 N I v C •0 u drawing no. W10--31 (sheet 4 of 28) ce 0 0 w 0 w 0 0 CC O 0 0 DOOR FRAME W. 1 XXX (SHOWN) OXX xxo XXX (REVERSE) DOOR FRAME WIDTH e J1 o�° E 1 H I 4> L Ch— H O t -� ri XXXXXX (SHOWN) OXXXXO DOOR FRA.AIE WIDTH ® o� 0 o o 4 a4 a- G XXXXXX (SHOWN) T ei IIII'--- - - - xxxxxo OXXXX WN) FRAME WIDTH -ANEL WIDTH NON —RE NF. INTERLOCKS 1W; SEE CHART ON SHEET 13 ft11:� �= wig N- REINF. INTERLOCKS SEE -T ON SHEET 13 APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHELL 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS EXTERIOR EXTERI PANEL WIDTH EXTERIOR PANEL WIDTH EXTERIOR FRAME WIDTH J1 20' CORNER DETAIL '0' 135' CORNER DETAI OPTIONAL IN LIE •' 31 RAME WIDTH SHEET 22 ON SHEET 22 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LiEU OF J FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL `P' ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WTH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. P • UCT REVISED complying with the Florida ullding Code NOA-No. 17.1011.18 Expiration Date 09/22/2020 By Mia I -Da r' roduct Control • • 6 ,,,11111,1/ ENS 'YE OF : IQ illl;II111% •• r ct 0 a. 0 0 drawing no. woo-31 (sheet 5 of 28 =1 w CC CC 0 0 o� z W cc 0 0 0 DOOR FRAME HT, i Lu a 0 0 0 r r 0 O 0. O a L APPRO I 0 ay a DOOR FRAME W. © 0 a 4 1• PXXX(SHOWN) XXXP DOOR FRAME WIDTH NI - C C O v.,In H o- _ A -4 4- PXXXXXXP (SHOWN) DOOR FRAME WIDTH PXXXXXX(SHOWN) XXXXXXP DOOR FRAME WIDTH © 4a PXXXXXO oXXXX OWN) DOOR FRAME WIDTH NON -REI N F. INTERLOCKS SEE CHART ON SHEET 13 r-- 0 O a L EX RIOR DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORN TILES LIMIT MAX. DESIGN LOADS TO ±60.. -SF PR., CT REVISED a omplying with the Florida itding Code NOA-No> 17-1011.18 Expiration Date 09/22/2020 By Miami- a r = roduct Control 0 O a x 0 O a L POCKET CAVI NOT PART iX 0 0 d L (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. OT BY CGI THIS NOA EXTERIOR EXTERIOR AIL '0' ON SHEET 22 DETAIL 'P' ON SHEET 22 IN LIEU OF J DOOR FRAME WIDTH 90' CORNER DETA '0' ON SHEET 22 135' CORNER DETAIL ? ON SHEET 22 OPDDONAL IN LIEU OF J DOOR FRAME -►TH NON—RE1NF. INTERLOCKS SEE CHART ON SHEET 13 • 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • •• ... •••? •• • •• •.. • .. • • • • • • •• 0 0 d J 11is1 rIr�i !W4 0ENS ' 1 I • • • • G • • n 0)) • •t• 0.• u O ZcV o (1) • Irirj r7 O • r4) r) £ Z� _ oM O� it 0 N a) 0 REV. PER ri PER 110 0 0 0 0 Y J r c ['drawing no. W 1 Q-31 (sheet 6 of 28) 1- w ce 0 0 0 DOOR FRAME H DOOR FRAME W.1 XX DOOR FRAME WIDTH G1 J1 % i r OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH b I 4 2 1 OXXC XXXX(SIMILAR) EXfERiOR MAX. FRAME WIDTH EXTERIOR O #8 X 3/4" SMS AT 24" 0.C. REINF. IN7 ERLOCKS SEE CHART ON SHEET 13 MAX. FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEEt 13 FOR Dp AND REINFORCING OPTIONS EXTERIO Gi MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF REINF_ INTERLOCKS SEE CHART ON SHEET 13 1 1 EXTERIOR 01 90' CORNER DETAIL '0' ON SHEET 22 135- CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 O G1 NOTE: 1. CONFIGURATIONS SHOWN FOR 1LLUSTRA11ON PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER EBC. • • sofs ... .. .. so eee epoi • • • sio PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami—D a Product Control 01111111 1 0 0 w iJ drawing no.1 W1 0-31 Ili sheet 7 of 28) Cc 0 0 000R FRAME HT r-� L_ r DOOR FRAME WIDTH 1 PX (SHOWN) XP DOOR FRAME W. 0 46 PXXP DOOR FRAME WIDTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA r 0 0 0. I H L1L o J M PXXXXP DOOR FRAME WIDTH 1 F o- U 4- i o- j a- PXXXX wN) PXX X P XXXP U 0 a_ DOOR FRAME WIDTH EXTERIOR 0 0 a_ w 0 O 1L L _ r- y 0 0. L DOOR FRAME WIDTH EXTERIOR 90' CORNER DETAIL '0 135' CORNER DETAIL 'P' OPTIONAL IN LIEU OF J1 EXTF r w c 0 0 0 a L SHEET 22 SHEET 22 DOOR FRAME W. PXX (SHOWN) XXP DOOR E WIDTH NON-REINF SEE CH ERLOC ON SHEET 1 U 0 a J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR O 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS r- Id 1 L NOTE: 1. CONFI - ' •TIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. F• APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE OR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH EXTERIOR (� NON -REINF. INTERLOCKS SEE CHART ON SHEET 13 Li THI • •PROVAL QUALIFIES DOORS WITH APPROVED FIGURATIONS SHOWN WITH 90' AND 135' CORNERS HERE STILE CONFIGURATIONS SHOWN ON SHEET 24 ARE PRESENT. •• FOR DOORS USING 90' & 135' CORNER STILES • •' LIMIT MAX. DESIGN LOADS TO ±60.0 PSF ••1 O K1) 0 0 a_ • • •• • SHEET .13. • 1 z ti ly • N .•0b U0 0 al .14 • CL 0 aoa • at a • •4 8md•� -I '- KETS ARE NOT PART OF THIS APPROVAL 0 BE REVIEWED BY AHJ. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By / ----� Miami -Da Product Control 111111/1 • -J 1 W W 01 • • • • • •0 •'5o • •I n • •••• L • ij O • w •IR Q W• • ID C O S cV 0 t— in .-- • (NI 1 • 4r) M d f9 `E) i 0 C 0 0 I drawing no. W10---31 sheet 8 of 28 DOOR FRAME Hi, DOOR FRAMF HT i G i H XXXX (SHOWN) oxxx xxxo xxxx (REVERSE) DOOR FRAME WIDTH �H------- 4 0 © 4 O 01 4 O b OH` H 4 4 H, -0 XXXXXXXX (SHOWN) oxxxxxxo FRAME WIDTH `MI: SEE CHART ON S ET 13 x LrI • 1 gill 1111 l :/.�J ....., 1111166. APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS EXTERIOR EXTERIOR HO FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN • SHEET 22 ARE PRESENT: FOR DOORS USING 90' & 135' C•' R STILES UMIT MAX. DESIGN LOADS TO , - t.0 PSF NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOM. PANEL WIDTH NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miaml-Da Product Control 92 • • •• • • • • • • ••{• W C1 2. •. • • "--0'.• •..•• N �1� 0 a en ••• •• ... . . • • ATE OF 'gam•` 'ONA.�" `\‘ drawing no. W10-31 (sheet 9 of 28) a $ a 14- <�l 0 I o j w LL 0 XXXXXXXX (sHowN) OXXXXXXO. DOOR FRAME WIDTH c o1-- 4 -P !f " L3 iil XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS PANEL WIDTH FRAME WIDTH 90' CORNER DETAIL `O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER - LES LIMIT MAX. DESIGN LOADS TO ±60.0 0 EXTERIOR Q ® EXTERIOR 90• CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PR •, CT REVISED a mptying with the Florida ilding Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-DProduct Contro► ..• 0111 Ili ` 0, 56'2 1�[ • • • • • • • • • • • • • • • • • • • • • •• • •• • • ▪ 1 0 0 M 0 (i O 0 • • • • • IE • • • N • '•v U• to • wto C •• • I CI— • • o •• •Lo n L cl 0 • L cn Z CI w N C • � r 0, 0) • `� _ 0 re) 2 LE C ▪ Z� 0 u 0 M Q c 0 O v C O n rU Q) a� 01 0 U W CC w REV. PER RER GENERAL REVISION NO CHANCE THIS SHEET T 0 m 0 a r O 7 N 0 0 0 -a 0 0 V L r J drawing no. W10-31 sheet 10 of 28 w LL 0 XXXXXXXX (sHowN) OXXXXXXO. DOOR FRAME WIDTH c o1-- 4 -P !f " L3 iil XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS PANEL WIDTH FRAME WIDTH 90' CORNER DETAIL `O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER - LES LIMIT MAX. DESIGN LOADS TO ±60.0 0 EXTERIOR Q ® EXTERIOR 90• CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PR •, CT REVISED a mptying with the Florida ilding Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-DProduct Contro► ..• 0111 Ili ` 0, 56'2 1�[ • • • • • • • • • • • • • • • • • • • • • •• • •• • • ▪ 1 0 0 M 0 (i O 0 • • • • • IE • • • N • '•v U• to • wto C •• • I CI— • • o •• •Lo n L cl 0 • L cn Z CI w N C • � r 0, 0) • `� _ 0 re) 2 LE C ▪ Z� 0 u 0 M Q c 0 O v C O n rU Q) a� 01 0 U W CC w REV. PER RER GENERAL REVISION NO CHANCE THIS SHEET T 0 m 0 a r O 7 N 0 0 0 -a 0 0 V L r J drawing no. W10-31 sheet 10 of 28 XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS PANEL WIDTH FRAME WIDTH 90' CORNER DETAIL `O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER - LES LIMIT MAX. DESIGN LOADS TO ±60.0 0 EXTERIOR Q ® EXTERIOR 90• CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PR •, CT REVISED a mptying with the Florida ilding Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-DProduct Contro► ..• 0111 Ili ` 0, 56'2 1�[ • • • • • • • • • • • • • • • • • • • • • •• • •• • • ▪ 1 0 0 M 0 (i O 0 • • • • • IE • • • N • '•v U• to • wto C •• • I CI— • • o •• •Lo n L cl 0 • L cn Z CI w N C • � r 0, 0) • `� _ 0 re) 2 LE C ▪ Z� 0 u 0 M Q c 0 O v C O n rU Q) a� 01 0 U W CC w REV. PER RER GENERAL REVISION NO CHANCE THIS SHEET T 0 m 0 a r O 7 N 0 0 0 -a 0 0 V L r J drawing no. W10-31 sheet 10 of 28 DOOR FRAME HT. DOOR FRAME HT. DOOR FRAME WIDTH Eo 0 PXXXX (SHOWN) XXXXP OR FRAME WIDTH L H HIt PXXXXXXXXP (SHOWN) NOMI PANEL WIDTH 0' a.l -_J POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. X 0 O d DOOR FRAME WIDTH NON - R E1 N F. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR 1 FRAME WIDTH PAN WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 90' COR 135' CORNE OPTIONAL IN THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' ='NER STILES LIMIT MAX. DESIGN LOADS TO .0.0 PSF e EXTERIOR DETAIL '0' ON SHEET 22 ETAIL 'P' -ON SHEET 22 OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami=4addoduct Control • • ...• . •... ... CI Il!!O \\ -ENS 0592 TATE OF 11 . ••. • •• . •••. • . • -, 0 0 CC J 0 U_ M 1 0 z a 0 0 J ) r 0 Y 0 0 L b J drawing no.1 W10-31 sheet 11 of 28 •. . . . • • • •. • • • . F r-- DOOR FRAME L r DOOR FRAME WIDTH 0. ti PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP DOOR FRAME WIDTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA - ;: -f®� 1 ® 1 b" ® o 1 Q QwO ',' N I PXXXXXXXO SHO OORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. L FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOM. PANEL WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STIL LIMIT MAX. DESIGN LOADS TO t600 PSF EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J NON -RENF. INTERLOCKS EE CHART FRAME WIDTH J z 03 it ki, di PROD REVISED 0 W 0 as co • yin with the Floridari BuA-No.co�e 17-1011.18 et ▪ • Q t Q t c h v�1jd•• J a�� Miami- a Product Control ^ OCC p • • • so/,� °i t (1• it •••�iri rZ�O N ••ii ".•I....� 0E.V 61*i•1:1 62i i.u. • t• •• Expiration Date 09/22/2020 ,I -111111111 I I M111. , .� 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • t W u cc cc i ( drawing W10-31 sheet 12 of 28 ii2E 1GlY, r^ Dr..itg.r(x1 NOM. PANEL YAOTH ittCHFS 0008 FRAME HEIGHT INCHES NUMBER OF PANELS ALLOWED GLASS TYPES 'B' & 'BL' 'Al' � iNTERLOCis IT rat REINF. t '^ + EXT.(-) INT.(-) 24-1/8 30-1/8 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 -, REV 42-1/8 48-1/8 54-1/8 10 + • .1 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 60.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 10 60.0 60.0 B0.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 50.0 80.0 80.0 9 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 I0 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 60.0 60.0 80.0 80.0 GLASS TYPES A> 'B. ,AI' 'B1' INTERLOCKS WITH REINF. Ex.(+) ENT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 54.4 54.4 24-1/0 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 108 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60,0 60.0 10 - - 60.0 60.0 10 - - s0.0 60.0 9 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60,0 10 - - 60.0 60.0 9 - - 60.0 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 50.0 10 - - 60.0 60.0 9 - - 60.0 60.0 INTERLOCKS W/O REINF. INTERLOCKS YVPPH REINF. (GLJASSGOA Y!'C : : ' NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. SILL RISER ITEMS E8 0R E8.1 ARE REQUfRED FOR LOADS ABOVE +60.0 PSF ONLY. • • . .• .••� •••4 ••� • •• • • • •• • • • • • • 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 complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By .CJ Miami -Dad roduct Control •• i O U • • •. eg • • •• O • La w 1- • to. to O • Pr) r) "O co- • Z� • 0 _ 2p C.5 p¢ 0 0 0 e PER RER COMMENTS PER RER COMMENTS 0 N o = eS 4 a _ w 0 w O o z 0 c a; O 0 N 4, 0 c3 0 0 r r 0 0 c J � drewing no. W10-31 (sheet 13 of 28) " MIN. TYP. EXTERIOR srf Saflexleor And;:Cotor Glass ' Eastma n Chemical 0R ., -.090 Inrterlayer ;' y ,,: :SentryCtos By•.Kuroray America -0R .093" tnterlayer`. :Trosifol PVB By !Kuraray America• 1. 3/16 FEAT STREN'D GLASS .ICONE GE SCS 1200 DOW CORNING - 899 DOW CORNING '995 SETTING BLOCKS • AT 1/4 POINT'S ON LITES WIDER THAN.38" EPDM; .. DUROMETER 85*5 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex 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.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 rDOW CORNING 899 I! DOW CORNING 995 GLASS TYPE 'B' 7/18" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM DUROMETER 85±5 8" AIR SPACE 3/11i" TEMP. CLASS 3/4" MIN. TYP. EXTERIOR 3/8" AIR SPACE 3/18" TEMP. GLASS GLA4Z INN G;' 0 P TI EXTERIOR 3/4" MIN. TYP. 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex 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.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core O'Eastman Chemical Co.' R .090" Interlayer Saflex 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.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST_ STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By 1l Miami —Dad ' roduct Control . - co M � rig Yr O o` O u• 1lh V Dad O'tt��•g •Oda'• • • • ta.4 •• •••1n•LtA_ 0 •••I•� 3 09P, • Z O • • • ��+-- •• 1•�` • • • • • 3• • 041 AP i ENS$ 7 92 STATE OF r 4, * =1 0 co L • • • • •) .. .., • Of • • 00 • 1 •• • • ••Le — 0 z T 0 z UPDATED TO i 4-, 0 0 cv n a G — 0 0 o� Y J 0 I d ( drawing no. W10-31 (sheet 14 of 28 TYPICAL ANCHORS 3 KSI IN CLUSitUS -CONCRETE AT MTG. STILE & INTERLOCK ENDS \ a : • SEE, CHART EDGE pb 1.° ' . FCC QUAIdTITI•ES,.• ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2BY WOOD BUCKS SEE NOTE SHEET 1 OD -0 0 N LOAD CAPACITY -PSF (ANCSO&S) j PANEL WIOTH INCHES FRAMEOOR Hnol-f INCHM HEAD ANCHORS (TYPE A. B & e) _ BILE A. . ,' (TYPE E2) �� /C�L,UyS�TTERRAAT CLUSSpf�ER TAT•nem '_ /A 4. 8 8 4 B 8 `EXT•(+) "=: - EXT.(-0 INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) ;<EXT.(+ .t1NT.(-, EXT.(+) TNT.(-) 24-1/8 30-1 /8 0 42-1/8 48--.1 /8 54-1/8 80.0 - - 80.0 - - 80.0 - - 80.0 - - _:_ee - - 76,2 0a: - 72.4 80.0 - 58.7 80.0 - 66.8 80.0 - 63.4 80.0 - 62_8 80.0 - 59.5 80.0 80A 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 94 8a.0 - - 80.0 - - 80.0 - - 80.0 - - 75.5 80.0 - 71.6 SOA - 67.8 80_0 - 64.3 80.0 - 62.3 80.0 - 59.1 80.0 80.0 58.4 80.0 60.0 55.3 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 BOA - - 80,0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80A - 61.9 800 - 58.7 800 80A 56.7 80.0 80.0 53.7 80.0 800 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 80.0 - - 80.0 - - 73.8 80.0 - 69.9 Sao - 63.9 80.0 - 60.6 80.0 - 57.0 60.0 80.0 54.0 80.0 600 51.9 77.9 80.0 49.3 73.9 80,0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 600 - - 600 - - 60.0 - - 60.0 - - 59.3 60.0 60.0 56.2 600 600 ' 52.7 600 60.0 50.0 60.0 60A 47.9 60.0 60A 45.5 60A 60.0 44.3 60.0 60.0 42.0 60.0 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 108 600 - - 60.0 - - 600 - - 600 - - 55.3 60.0 60.0 52.5 600 60.0 49.1 600 600 46.6 60.0 60.0 44.5 60.0 60.0 42_2 60.0 60.0 24-1/8 30-1/6 36-1/8 42-1/6 48-1/8 114 60.0 - - 60.0 - - 60,0 - - 57.2 600 600 51.9 60.0 60.0 49.2 60.0 . 600 45.9 60.0 60.0 43.6 60.0 [ 60.0 41,5 60.0 60.0 39.4 59.1 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 600 - - 600 - - 56,9 60.0 60.0 54.0 60.0 60.0 48.8 60.0 60.0 46.3 60.0 60.0 43.1 60.0 80.0 40.9 600 60.0 38.9 58.4 60,0 36.9 55.4 60.0 LIMIT LIMIT LIMIT EXT. (+) EXT.(+) EXT.(T) LOADS LOADS LOADS TO TO TO 60.0 PSF 80.0 PSF 60.0 PSF FOR FOR FOR DOORS DOORS DOORS TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS 3 KSI SEE CHART CONCRETE FOR QUANTITIES ED6 DIST, IJ . • • 3 5/p° . . ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE .,_ E 1BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS IN CLUS I LNS AT MTG. STILE & INTERLOCK ENOS SEE CHART FOR QUANTITIES EDGE' dIST. .• .°3.5/8'- 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE 0 z ma J WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SI) THRU 113Y.BUCKS INTO CONCRETE 1-1/4" NMI EMBED INTO CONefiT THRU 28Y BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE X,3- 1 /4' ULTRACON BY 'ELCO' _ u'17rKs1, Fy= DIRECTLY' INTO CONCRETE 2" MIN FMRFD TYPE 'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 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: i/8" THK. MIN. (Fy = 36 KS[ MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Mrla SAT B i - %4r •ULTRACON, BY'"'ELCO! (Fu-177' .....1, Fyr1517 KSI) LRECTLY INTO, CONCRETE -=3/_4°-b{LN . FMRFD LLNTO-CONCRFT NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION u) WITH GLASS CHARTS ON SHEET 13 c=, LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE z TO 2 AND 4 TRACK FRAMES. a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. z w Z 0. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 Miami-Dadi'roduct Control W/O REINFORCING ALL SIZES W/ REINF. UPTO 96 IN. HT. W/ RE'NNE. ABOVE 96 N. HT. UPTO 120 IN. HIGH. E 1) TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS METAL STRUCTURES SEE SPEC BELOW INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL IN 1' 2 Y-WO 1D UCRSOR-W00 STRUCTURES 1-1/2" MIN. PENETRATION INTO OOD THRU 1BY BUCKS INTO CONC. MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR TYPE B DIRECTLY INTO 3 KS[ CONCRETE L a i -,1-1 �ron I! Ma 011111,11211111111 P0U 1ED & HARDENED NO-METALLIC/NON-SHRINKAGE HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPE 1 T4" 'Old.. L TQit , K3Y`Ft '- 11"7- l -F -WW- DIRECTLY INTO CONC. OR MASONRY 1-1/4" MK EMIEID INTO CONC. OR MASONRY `C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 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/S" THK. MIN. (Fy = 36 KS1 MIN.) (SItEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4NCHQR :EDGE D STAN(FS INTO 'CONCRETE. OR MASONRY_ 2-:1/2" MIN. INTO WOOD STRUOURE = 1" PAIN. INTO METAL STRUCTURE ' 3/4" MIN} W000 AT HEAD 0 JAMBS SO = 0.55 'MIN. CONCRETE AT HEAD?, SILL OR JAMBS f'c 3000 PSI -'MIN. HOLLDWIFJL LACK_AT JAt14BS f r1 = 20S30__ SI SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY X a (3 z co 01 O ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE_, & INTERLOCK ENDS SEE CHART FOR QUANTITIES • :•34.3/8•" i t1WW1 592 ATEOF 919 '�coRtq�.' 11411111110‘ • • • lm • 1 0 s7 I 0 0. 0 0 s 0 ALUM SLIDING v • • •.•• • 1 • •0 s• 0 w 1- c ((/1 ti in cy N to ro 1,0 M u47 Z� Q -^ p M oa r � 1w- c 0 0 0 a) ti pi 0 I 0 0 Z 0 0 0 0 0. a iv REV. PER RER COMMENTS GENERAL REVSSION 0 UPDATED TO co n 6 a a a A (x 5 drawing no. W10-31 (sheet 15 of 28) Csi 1- w O 0 mz tn 0 G a DIST. SEE SHEET 15 FOR ANCHORS 3 5/8" 'i1luu„�r,Vi��49 EDGE es pip:....41 Ilf raiIw—ims70...mrAatamezrAmmew ; Emits 41 - EDGE SEE SHEET 15 FOR ANCHORS EDGE. GIST. I , i 3 5/8" 4a . • ., wirai 0 POURED & HA t' 'ED HIGH STREN ' : GROUT NON—SH , NON—METALLIC f c = =d00 PSI MIN. CGI WINDOWS TRANSFER SHEAR GADS TO STRUCTURE co cst 0 s J _ = N in\ EDGE .DIST. '4- 3 KSI CONC. EDGE DIST. LEDGE • DIST, • 3 5/8" . 3 5 8:, 3 KSI CONC. THREE (3) TRACK DOOR DETAILS PRODUCT REVISED as complying with the lorida Building Code NOA-No. 17 . 11.18 Expiration o e 09/22/2020 By Mia roduct Control WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. • • 11 •• I m � `' n g O • " • a O �(7)� •�••� gpaa••$ oQ•(A 040 Ez • ••••L . OPTIONAL SLANT SILL ADAPTORS:;:., m g►}� SILL RISER REQD. FOR LOADS ABOVE +60 PSF i V} • ■' • v' • • •• C. • 4 0DECORATIVE 0 SILL COVER OPTIONAL Lj SILL RISER REQD. FOR LOADS ABOVE +60 PSF 0E 70592 c.� 150 ALUM SUDIN • • • •) • cn • !) C • M - 0 O • LI ow (7 Q iN r, co tr.) O • • F • •c z l; _ a C.)�� (o Io 0 '°a drawing no. W10-31 (sheet 16 of 28) TYPICAL ANCHORS SEE ELEV. FOR SPACIN 1 /2" MAX. LOAD BEARING SHIM w 0C:1 /X6 OR LARGER WOOD BUCKS PANEL WIDTH EXTERIOR LOCK STILE INTERLOCK (REINFORCED) PANEL WIDTH O 1/2" MAX. LOAD BEARING SHIM TYPICAL ANCH SEE E FOR SPACI /X6 •='"LARGER WOOD BUCK O OD STRUCTURE D.L.O. EXTERIOR 1 /2" M DOOR FRAME WIDTH REINF. AS REQD. SEE CHART ON SHEET 13 FOR CAPACITY E WIDTH w L U z O 8'0 TYPICAL ANCHORS . ,-SEE ELEV. FOR SPACING o. in w 0 w INTERLOCK (REINFORCED) 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN #8 X 3/4" SS EH SMS 1 PER CUP DOOR FRAME WIDTH THREE (3) TRACK DOOR DETAILS O. ASTRAGAL #1O X 1-1/4" SS PH SMS 1 PER CLIP 1 i /4" MAX. LOAD BEARING SHIM 1111111M— ..-"Aung II 11 FIXED PANEL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By-"� Miami -Da ►'' roduct Control 1 •• • • .. oiloo •••: tpp ••i•o • P 6410,1 •ice•• • • • • �i� •_._ • • • u • • •E METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING === -r of Lt.] AH 0592• STA1tOF ;ll ••-'•.PLOROP• ' � W 1 0--31 /0AL ez`\‘ (sheet i 7 of 1 �rltlll�'`� 28, UT LJ to ' O .0 .QV o V ` O drawing no. FRAME HEIGHT EN PANEL HEIGHT SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS • k c_ a co - O DOOR FRAME HEIGHT POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. NOT BY CGI W1NDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE L SEE SHLEI 15 FOR ANCHORS EXTERIOR D1 EDGE DIST :1 ;I CID 0 trY 11 1 ;I li �l I� II I! 11 :1 I 11 I1 I! II 0 a. O PANEL HEIGHT SILL REQD ABOV i 4, I •- • EDGE DIST. \r 3/4" 3 1<51 CONC. ISER FOR LOADS +60 PSF WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILLP1COVER OPTIONAL SILL RISER OPTIONAL FOR LOADS ABOVE +60 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By SEE SHEET 15 FOR ANCHORS Miami-' (e Product Control 0 TRACK.D GO ' `DET F S `1111SIAH I1J111,� ENS.. • • •••� ••• • ••• •••• • •• • •••41 • • • • • • •• • • •� V) w •• • • . .• •C3 U • 10 - ••.•r • •••• L O.1 • lg O LLW • v Qe,• 'Oro •I" Erro QT r tr) rJ C z� O OQ U ---4 C 0 co m 1 U a ri 0 0 m 0 n n D 0 J O a a .c u drawing no. W1 Q-31 `sheet 18 of 28) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM\ w } CC z z o 00 • 1\ EDGE DIST Lq #10 X 1-1/4" SS PH SMS 1 PER CUP FIXED PANEL PANEL WIDTH D.L.O. #8 X 3/4" SS FH SMS 1 PER CLIP • D.LO. NOM. PANEL WIDTH - INTERLOCK (REINFORCED) DOOR FRAME WIDTH PANEL WIDTH D.L.O. EXTERIOR E9 ASTRAGAL 1BY WOOD BUCKS SEE NOTE SHEET 1 1 /2" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE EL'V.— SPACING ! FOR \ PANEL WIDTH D.L.O. E27 EXT. DOOR FRAME WIDTH 28Y WOOD BUCK LOR WOOD STRUCTURE SEE NOTE SHEET 1 EXTERIOR 1/2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH I� 0 o 0 z 0 0 M TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 #10 X 1-1/4" SS PH SMS 1 PER CUP #8 X 3/4" SS FH SMS 1 PER CUP 1/4" MAX. LOAD BEARING SHIM 11 EXT. DOOR FRAME WIDTH FIXED PANEL • .7.(2')7 TRACK _DOOE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 EY Miami-D . e P Product Control • • • •• • • • • • • • • • ••. • ••. l3 z Q I 0 0 0 ICC 0 • • • • • •_ • •( •• • • • •1.U3 • • • • •. a METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING ,1011 11 111 / • tCENS' ..'O o. 709. TATEOF cR w •• • • •• N •• •cn •.•. rn .n N •••• L }}}}}} a • • 1— • RV) • G a> c ZE O p o 5Q j o in 0 •- Jm c 0 0 c Ld O w d co 3 0 U 0 ce a ENERAL REVI c O z P0 <4to cV ri r 0 0 r 0 lC' Y J 2 5, U { drawing no.l W10-31 (sheet 19 of 28) SEE SHEET 15 FOR ANCHORS �� _. 4 `f iffr�fill�yudlJ� POURED & HA HIGH SIRENr NON-SH: = • EDGE DIST. NED GROUT , NON-METAWC 00 PSI MIN. NO -Y CG1 WINDOWS ST TRANSFER SHEAR LOADS TO STRUCTURE LJ SEE SHEET 15 FOR ANCHORS EDGE DIST, 3 KSI CONC. EDGE DIST. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. PRODUCT SED as complying Building Co NOA—No 17-1011.18 h the Florida Exp : tion Date 09/22/2020 roduct Coritrol WEEP SIZE 1/4" X 1/8" • • OPTIONAL SLANT SILL ADAPTORS •(7)' DECORATIME• 24 SILL COVER OPTIONAL SILL RISER E&.1 READ. FOR LOADS ABOVE +60 PSF SILL RISER E8 REGD. FOR LOADS ii�` ABOVE +60 PSF n� �} 3 K51 CONC. FOUR (4) TRACK DOOR DETAILS • • • • • •• • • • • � • • • ATE OF ...........•�y0 °OVAL \\ 111P1I11t� •¢ d J •• • • • .J ••• •oD o • C • ••••E N ••••__ • c 0 k • • fad • •� >, n • o• Ce v ( drawing no. t W10--31 (sheet 20 of 28) TYPICAL. ANCHORS SEE ELEV. FOR S PAC 1/2 " MAX. LOAD BEARING SHIM Do 41 G2 M14A M16A PANEL WIDTH D.LO. EXTERIOR DOOR FRAME WIDTH 1X8 OR LARGER WOOD BUCKS 1 /2" MAX. LOAD GEARING SHIM TYPICAL ANC RS SEE £ FOR SPACI G 2X8 OR LARGER WOOD BUCK LOR WOOD bINUCTURE EXTERIOR " MAX. LOAD RING SR. DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By M i a—MT-15 roduct Control cc z z o o < 4 r8 1 /4" MAX. LOAD BEARING SHIM EXTERIOR #10 X 1-1/4" SS PH SMS 1 PER CUP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN X 3/4" SS FH SMS 1 PER CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING Sat a _ 1 FOUR (4) TRACK DOOR DETAILS 1 /4" MAX. LOAD BEARING SHIM EXTERIOR DOOR FRAME WIDTH ETAL STRUCTURE TYPICAL ANCHORS SEE ELEV_ FOR SPACING CO LO N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING m U) N • • .• . ..•. • • . • • Ofii9P.ce�\\� 6• f ONAL \\\' [oft 0 0 tL ap D ti •••• ) • •. • •• •o t0 . ••.. N •.•. L ~ o. v• sn • tn. O • Pe) rn C _ o. o (sheet 21 of 28) >. 0o O I u 40 J r_ N N O 2 drawing no. W1a-31 0 a 0 J RAME WIDTH rr 0 0 . , ERIOR D.L. OPG. ANEL WIDTH DOOR E WIDTH #10-16 X 1/2" HH SELF DRILLING ' 1S AT 6" FROM END #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" O.C. EXTERIOR PANEL WIDTH 12" O.C_ DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY 7 DOOR FRAME WIDTH #10 X 1/2" H. ELF DRILJJNG SCREWS 6" FROM ENDS & 12" O.C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami: Da,# Product Control • • • •. •••• • i •••� (17 (!l ••••1 • •• •i U • • • • A • • • • •• 0692 ORIDF,.i��®`�: ONAL I1rr11►>t�� U 6 NO CHANGE THIS SE n c O a *0c l � N 0 e1 i 0 0 J .0 drawing no. W10-31 (sheet 22 of 28) TYPICAL PAD PILE INS TA ION LOCATION TYPICAL AT PANEL 4 CORNERS I I { EXTERIOR DOOR FRAM DTH NOM. PANEL WIDTH 0) EXTERIOR MOUNTED SEALANT POCKETED JAMB 1-1/5" MIN. EDGE DIST. XTERIOR TYPICAL ANCHORS TYPE A. B OR C AT 6" FROM EN'' ND 9" O.C. INTO •OD/CONC./METAL 6" O.C. I i - BLOCK ONLY / 1-1/2" IN. WOOD EMBED 1-1 MIN. BLOCK EMBED /4" MIN. CONC. EMBED /8" MiN. METAL THICKNESS OV/ 1- POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By s� - Miami -Dad Product Control CONC. /BLOCK / WOOD METAL / - ILI • Y • • 0 •• .: •. • 0 • • •••• �'O • 40 KJ •1,414 • • • I V) N ••••^ ••:1•V L. •• 0 0 woo VW: •••I•I s— ' • V) eV) •� • • _ •T cs4 O •• g ••litTri•h• co �(V no • 3 •.. 1 O • M rri z Q 2 C Z w � o tt M Le} C) Y. U' o ¢ _1 ci s CJ k- W ,(04" M 0 < ttO0`o tu tY M cc 0 r iai. O'• ot o d ea c�VV)� niff0 z ✓ W u. ip iI.w �O lif W 0�1 1 0 r%) a 0 0 n description REV. PER RER COMMENTS 0 CC9 tO 0 0 c ai rNr 0 K a 4 it CD N 0 t0 0 J 7 0 drawing no. W 10 — 31 (sheet 23 of 28 CODE PART No. DESCRIPTION MATERIAL MAN1JF. REMARRR E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CG1 EXTRUDE] - E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGt-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGf EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGi-157. SILL RISER 6063-T6 CGI EXTRUDER - EB.1 CGI-181 ALT. SELL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGL-158 INTERIOR TRACK ASTRAGAL 6063-T6 CG1 EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH - FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGt-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 CGI-185 FLAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI-170 POCKET HOOK 6063-T6 CG1 EXTRUDER - E16 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-76 CGI EXTRUDER - E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 CGE-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CG1 EXTRUDER - E23 CG1-166A OUTER -TRACK ASTRAGAL(OP110N.AL) 60663-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 COI EXTRUDER - E25 CGI-184 Z, 3 & 4 TRACK FRAME SILL SCREW COVER 6063--T6 CGI EXTRUDER - E26 CGI-167 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CG1-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CG1 EXTRUDER - E28 CGI-1028 FRAME HEAD 4 TRACK 6063-16 CGI EXTRUDER - E29 CG1-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 CGI-1058 FEMALE CORNER ADAPTOR (1351 6063-T6 CGI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - M1 CGI-382V PVC - - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) M2 CGI-171C FIXED PANEL CLIP (2-1/2" LONG) 6063-T5 - 3 0 FIXED PANEL M3 CGI -173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - M12 - BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A `PS01-0036-117- DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH M15A SOD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4" PH M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4" FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. M23 HD-12-10042 .350" REACH POCKET SEAL - AMESBURY - S2 #10 X 1 1/4" LG. PHL PH. 5MS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULUVAN' OR `INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) to‘u 0.. o WN CC lot o tyh o Sul •• &i b'✓• • • •O a ca lk% --: v otg-i: •••l, Q W . Ywii • • 4qL ZS "p • •.••11J z 2 J I. • • • • KO DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY: • TWO POINT • LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM •• • BOTTOM • • SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH -(2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1--1/2" OH MS STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 BY Miami 1 e"Product Control �L111Illj7 \EGENs . 705 2 %1 TEOF • ORLOP..• r. V I t W 10 — 31 r w w 1 • ) • • C 0 N 5 m 0 N 0 O 0 V v 0 CHANGE THIS SHEET 0 GENERAL 'REVISION tip 0 U-a 0 04 0 0J 0 0 0 J II1111L11t\ - o v lfR l U c ) drawing no. (sheet 24ot 28) 1.250 E3 FRAME HEAD (2 TRACK) 5.921 FRAME HEAD (3 TRACK) .075 .0707 .640 ' 4.735 Et FRAME SILL (2 TRACK) 2.600 .070 f .753 5.921 .075 FRAME SILL (3 TRACK) t 2.600 GLAZING BEAD LAM. GLASS -y I-�-.120 4 .995 .050 975 1.184 GLAZING BEAD INSUL. LAM. GLASS 0 TOP/BOTTOM HORIZ 3.750 2.755 .125 1 .870 3572 .070 E ' OUTER TRACK ASTRAGAL STILE E° INTERIOR TRACK ASTRAGAL STILE FIX. PANEL CLIP MAN STILE INTERIOR INTERLOCK .120 .695 .265 .070 1.366 SILL RISER (OPTIONAL) 1.501 -�{ 1.186 r .156 3.000 1.831 EXTERIOR INTERLOCK (OPTIONAL) EXTERIOR INTERLOCK 3.188 --�' .070 1.625 .582 2.120 0 POCKET HOOK .610 3.750 2.755 .125 1.870 .070 3 572 1.255 } -2.005 INTERIOR TRACK ASTRAGAL (OPTIONAL) TOP/BOTTOM HORIZ (OPTIONAL) • • I-- 3.000 070 1.490 ...• • ..•. • ... �.••. • •• • 1.415 •... 2.005 --�i MAIN STILE (OPTIONAL) • • • • •• 3.000 �.095 1.770 L- 2_005 1 f 0 1.415 .060 1 0 INTERIOR INTERLOCK (OPTIONAL) 10 t .825 -Q .125 .125 7 1.310 INTERLOCK REINFORCING 3,750 OUTER TRACK ASTRAGAL (OPTIONAL) 0 SILL COVER(OPTIONAL) E8.1 SILL RISER (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami Die Product Control ,�}}Sllltlil/Fl / AH ''592 N ATE OF • /.� fOStdL., • o. e. 1111110 0\ to 1 ..i �m J M :ctLeiaa XL Al• • • • 0 0 . • U �•• • r� • 1 in O R U N 0 N �pO I K 102.03.15 N a O II M ."V drawing no. W1 a-31 (sheet 25 of 28 FEMALE CORNER ADAPTOR (901 re FEMALE CORNER ADAPTOR (135') 2.270 .128 .190 1.886 .125 1.485 1.520 MALE CORNER ADAPTOR - 1.375 4.765 .065 1.650 .080 1.621. - i�-.625 E FRAME JAMB (2 TRACK) .510 r.060 .4_1. j[ .260 -1-1] ---1- .640 01) FRAME HEAD COVER :... Q FRAME SILL COVER ��•� 5.951 1.375 r- .545 .080 .065 b .090-ails 1.620 1.620 1.520 .625 Q FRAME JAMB (3 TRACK) 243 • • • • • • 1.791••.• .• • .060 • • • • • • • FRAME JAMB COVER •• 1.508 --�{�.065 .664 0 FIXED PANEL CIJP .725 .125 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-D - - e Product Control o Zco O Q 4 Q. 0. - 0 , o O mo•• N a• � OU • 00kig•• cy CgaD• a.o$•8 b,ic.W re et' z- CI W u1 �L 2o#.m CDoa X w 0 O_ .L U N REV. PER RER COMMENTS GENERAL REVISION NO CHANCE THIS SHEET .fl Q) 0 .0 ' I0 it N � a n 0 0 0 to t, 0 0 J 0 u: d a .e O U 6: t drawing no. W10-31) (sheet 26 of 28) FRAME HEAD (4 .753 FRAME TOP C' : '-R 4 TRACK OWN FRAME BOTTOM CORNER 4 TRACK SHOWN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By ./ Miami -Dam Product Control (sheet 27 of 28 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNIER (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami -Da roduct Control bi J O O, < F 2 N d m m Q:Op`� O OWN ''- O e)N • l4 q ••.� d o,�� •••• 4 O la Rol • X azp cg 1'awtn114•$ •••1 Z cn W • • W W� I• • •• 4 •• • drawing no. W10-31 sheet 28 of 28) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGIWindowsuandtDoors;-I c. 0.01001N 20treet -El. 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidad e.gov/economv .... . . .... • .. This NOA is being issued under the applicable rules and regulations governing `the rise o1 M uction materials. The documentation submitted has been reviewed and accepted by Mi•aMriiarade County RER - Product Control Section to be used in Miami -Dade County and other areas where•tgryed by flag Authority • • •; Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Gexxty Product Eontretl• • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.GoAtlty) resef0e the riglft•' •; • to have this product or material tested for quality assurance purposes. If this prOda:tbr material fails to •. perform in the accepted manner, the manufacturer will incur the expense of such lestini and to tdel•IJ may • immediately revoke, modify, or suspend the use of such product or material withitl.tiiei4jurisdiction. RE). • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Procket.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. PESCARTION:.Series `i238"Outswing AlumtnunnCasement Window APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-23 8 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, 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. NLI,SSTLF,IMPAC I:BATING• I ai a and Smai lti fissile 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 and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. o.1749;18.11 (Expiration Date: October 26, 2023 Gpproval pate:_November 302017, 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. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wthi;.4L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98 witl1 revisieri•1 dated••;• 04/10/15, prepared by Al-Farooq Corporation, signed and sefired by JaVad'Ahmad '. P.E. ' B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading 1?e4F$C TAS 202-94 2) Large Missile Impact Test per FBC, TAS 414. • • • • • . • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • along with marked -up drawings and installation diagram of a:series 750b M fix j...: window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Sup: .r.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. 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. 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 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) . •••• •••• • • • • • • • Manuel Pe z, .E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 • • E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 21j;94; •„•, • . • 5) Cyclic Wind Pressure Loading per FBC, TAg•2®3-94 ' • •' •' • 6) Forced Entry Test, per FBC 2411.3.2.1, and•PAS•202-94 • •• along with marked —up drawings and installation diagram of •an aluzninntri ;;aseme . • • • , window, prepared by American Test Lab of South Florida,..the., Test Report ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Hem Hvattem,.P.1' : • (Submitted under NOA # 12-1220.14) . • • •. • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •• 2) Uniform Static Air Pressure Test, Loading par.ffl , TAg.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 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) alkt Manuel $ere Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 • E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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 2bJ.94: „•, .• 5) Cyclic Wind Pressure Loading per FBC, TA&2Qo-94 ' • •' • 6) Forced Entry Test, per FBC 2411.3.2.1, and 5PAS•202-94 • •• along with marked -up drawings and installation diagram of.an'akaminairi•c.aseme .... ...... window, prepared by Fenestration Testing Laboratory, Inc., t.Reports No• FTLU:. •' 1003 and FTL-1041, dated 10/14/94, both signed and sealed by•If.ajiil Ktiri? kk. • • • : • (Submitted under NOA # 96-0417.03) • • • ' • • C. CALCULATIONS • •• • • 1. Anchor verification calculations and structural analysis, complying with FBe 2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 • • • • • •• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. 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 Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. c Manuel Pere E. ( Product Control E. • i� • er NOA No. 17- ' ' 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 'GGt/GGI E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5th Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • •••• 2. Proposal No. 13-1098 issued by the Product Control Section,'datec Octo1ar D2, 2013 •' and revised on February 24, 2014, signed by Manuel Perez, P.E!:' • • • • (Submitted under previous NOA # 14-0506.01) (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080t-11:1:0-07 fe . t imeia• A and B and HTL-0080-0905-07 for specimen B and C, issued•b urricie.Test Laboratory, Inc., dated 09/21/07 and 10/12/ 06, both signed and Seated by Wnti s. •• Abraham, P.E. • ••••,_. • • • (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08'31'3? . • • •"• • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane •' • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. 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. • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel rer Product Control Ex'' er NOA No. 17-018.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 • E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdl...(L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revisiQu.K data,... 08/30/17, prepared by A1-Farooq Corporation, signed and sooled:by Ja ad' Ahn�ad, •; 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® UltracIear, 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. F. STATEMENTS 1. tatement le er_ of co ormance,sf complying with FBC 5th Edition (20141,,vitl 'BC 6 h Edition_(2017)_and of no_financial,,mnterest,,..dated August 30,2017_,_issued_b) Al Farooq Corporation, signer and_sealed by Jiivad Ahniad,.P:E) G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. Manuel Per E. Product Control E m' er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E — 5 WINDOW WIDTH GENERAL WINDOW SECTIONS FLANGE FRAME 0 1" SNUBBER AT IMPACT WINDOWS ONLY ®o D.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 WINDOW HEIGH DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 U. I IE _L 1 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. VENT WIDTH WW-2" D.L OPG. WW-7" 6" MAX. TYP. HEAD/SILL CORNERS CAM LOCKS 2 LOCK POINTS ALL SIZES D.L OPG. 2 1/2" VENT WIDTH WINDOW HEIGHT WINDOW WIDTH 2 w x MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS N MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 NOTES!, €THI•-Pt30DUe?.S 6EENtDESIGNED'°AND l'ESTEDTTO COMPLYrWITH—CHI EQClIREMENTS_OEaH,F, 2.014i STIiaµDIT10N)f2017T(6TH'EDITION)'•FI.,ORIDA UIGDING: CODE .INCI UDKOaOBD%EL'0C11$'HORRICANE'"ZONE"'CHVHZ)I 1 BY 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. S TO BE HIGH IMPACT NON-METALLIC AND NON -COMPRESSIBLE 0 / II Ij I( m' II ii // 1 / 11 5., 1 II // I / / / = I, II fi 11 II i1 11 II - II �i II N N N 5 _ _ -., CAL. AN ,Ri) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS to CD LLI 0 U ••'• ••• • 010000 •••• • • SURFACE AO'LiL•D FALSE MUIt'P!M9 • • OPTIONAL .•••.• 24" MAX. TYP. AT HEAD/SILL MAX. WDW. HEIGHT r LOCK POINTS 38" 2 56" 3 74" 4 64" 5 • • • • • • • • • • •• iTHESEaW10.0..W.S,ARE RATEIZ� ORI MAL-MSSILETIMP.ACT•1 Gat i k,F2S REsNOT REQUIREW FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. i;;r ') 0 ALL SHIM - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT J P117 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as complying with the Florida Building Code THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.11 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10/26/2023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By AND TO BE REVIEWED BY BUILDING OFFICIAL. Miami Dade Product Cow Noot1lIU/,, T_nlsF-l® % 7059' • TATE OF ld 1 0 IE • 0 ea • _• • •• • vi L 0 0 0 cV Lei V1, W FAX. (305) 593-6592 0 cn co 1 M rn O J w n iti 0 co _5 0 UPDATED TO 2017 FOC at 0 0 tr.; 0 N 0 0 0 0 • N m � • • • • •••• • • W98-1001drawing no. sheet 1 of 7 .• • • • SHALL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH U i0 0 3/4" SNUBBER AT IMPACT WINDOWS ONLY �,; D.L. OPG_ VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME 0 • = � E 2 � z w � WINDOW HEIGI VENT HEIGHT t7 Q ENT HEIGHT FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 1 it r drn OPG. 2 1 VENT WIDTH WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L. OPG. WW-6 1/2" I' / II / II / / � _= I I= jj fir==== II /,,,/ \ II =�--TI ----fir--- I I I ' , . —`� I = ._ ^j7� L� \ st-I. 11 \ 1l II Is It 1 I I I {' II 1' \ \ N. CAM LOCKS 2 LOCK POINTS ALL SIZES 3/4" INDOW MAXIM MULTI P01 LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT 42" 63" 84" 0 LO POINTS 2 3 PRODUCT REVISED as complying with the Florida Building Code 140A-No. 17-0918.11 Expiration Date 10/26/2023 By Mia ade roduc CpaTtr 1 TYPICAL ELEVATION (EQUAL LEG FRAME) 6" MAX. TYP. HEAD/SILL CORNERS X CC V) m Qz -a 0 0 Q Ld N0 wo • No • •••• • • •••• ••• • • ••• ••• • • SURFACE APmE*D FALSE MUITI • • OPTIONAL • • • • • • • • • J24 MAX. TYP. AT HEAD/SILL MULTI POINT LOCK 6 BY 'INTERLOCK' ALT. TO CAM LOCKS (�2 y I 0 >j 2217 MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 \`�ltltlil,J�� \`,4F,p AH. i. No. 70592 u'_ OF C OR101;. •'* c? rrilll4��` I co Z Mti o, O Z N O 2 2 Pia Q a CC oo` o O alcv • o▪ f u. O aH44 ti O'ag0.o O 1AS.a 0 • Z IL iv'?0, Q 01/r •• •• 1 • • •0 Es • •— • • 4,41 • ui • 1.AJ Of .D U0 C O McV • � r • N O 'o -o 3 C o og Q FAX. (305) 593-6592 0 au C 0 0. 0 N a) NO CHANGE THIS SHEET UPDATED TO 2017 EBC 0 0 0 M Q1 N O 0 O 0 0 2 X date: 12-04-95 ) a H D drawing no. W98-100 sheet 1.1 of 7 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER 2.625 \ I ,625 2,625 OCORNER KEY .060 THICK ST. STEEL O CORNER KEY .062 THICK ALUMINUM O FLANGE FRAME to EQUAL LEG FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 1NDALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 28 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 1.875 E-1.757--� .090 TYP, .720 1.438 --1.222 -� O VENT (5/16" LAM. GLASS: •'• 28 VENT (INSUL. LAM. GLASS) 1.875 1,757 .090 TYP. —1.347 .720 1,438 0 VENT (7/16" LAM. GLASS) O CGI-375: OGEE GLAZING STOP .753 .808 .830 .617 1-- 0 CGI-396: SQUARE GLAZING STOP 201? _0 L UPDATED TO 2017 FBC T G3 46' 4,1 0 N 0 O 0 0 0 cm m o a OI N E N • H A S V Y o N `'', U C ` ( drawing no. [W98-100 (sheet 2 of 7 • •• • • •••• • • 90410 .• • • ]90" Saflex ClearlArt ; Colo ly„.Eastman. Ch'micah Co'.1. )90" Trostfoi PVB y ;'Kuraray Amerrca,,Inc',"�' Glass 3/16" ANN. GLASS INTERLAYERS- .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuroray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLL.SS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 1 10.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24' 28" 30" 32" 36" 40" 42" 54" 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DOW 995 DOW 899 z Csi FW-- in w c� 3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Core ;- By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS INTERLAYERS- AO111114 7/16" NOMINAL GLASS TYPE '6' SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES • • • • •• • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT . . STA)1T Nil. ID WS NO SHUTTERS REQUfR" ROO TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. c GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. + 1NT. - EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24" 28" 30" 32" 36" 40" 42" 60" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 1954 * 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 66" 86.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 72" 66.4 66.4- 110.0 195.0 110.0 120.0 19-1/8" 42" E 63" J 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110,0 120.0 19-1/8" 26-1/2" 37" 74-1/4" 600:0 60 0, 110.0 60.0 63.0 63.0 110.0 120.0 60.0 195.0 110.0 60.0 110.0 120,0 60.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 * * 60.0 60.0 60.0 60.0 32" 36" 76" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 78" 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48,3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INLIHLOCK' IS USED 9B ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/./2023 Dade Product Co •• • • •• • • • • • • •• • • • • • • • • • • • • •• • 3 0 0 0 • FAX. (305) 593-6592 drawing no. W98-100 sheet 3 of 7 • • •• • e � • •r,•••• • • 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' 8" ANN. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '2A' SILICONE -1200 995 9 SETTING B KS 2/ LITE EPDM DUROMETER 85±5 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR PER SPACER BY 'QUANEX' 1/8" TEMP_ GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS- .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' -1/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE-1200 DOW 995 DOW 899 SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPAC 'ESISTANT WINDOWS NO SHUTTERS REQUIRE • REFER To SHEETS 5 THRU 7 FOR INSTALA ' DETAILS PERFORMANCE VALUES OF IMPAC 'ESISTANT WINDOWS NO SHUTTERS • IRED REFER TO SHEETS 5 THR. FOR INSTALLATION DETAILS WINDOW DIMS, GLASS TYPE `2A' GLASS TYPE '3A' WINDOW DIMS, GLASS TYPE '2A' GLAS- YPE '3A' WINDOW DIMS. S TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) o . (-) WIDTH HEIGHT XT. (+) VC (-) EXT. (+) 1NT. (-) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 42" 60" 98.8 112.6 110.0 19 .; 19-1/8" 110.0 195.0 110.0 195.0 26-1/2" 110.0 203.0 110.0 195.0 85,8 95.4 110.0 120.0 110.0 161.9 110.0 195.0 26" 110.0 145.4 110.0 195.0 76.7 83.3 110.0 120.0 110.0 138.8 110.0 195.0 110.0 128.1 110.0 195.0 * 73.2 77.7 110.0 120.0 110.0 129.5 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 121.4 110.0 195.0 26-1/2" "" 110.0 137.5 110.0 195.0 64.8 64.8 110.0 12' , 107.9 107.9 110.0 195.0 37" 38- 98.5 98.5 110.0 120.0 60.0 60.0 - - 97.1 97.1 110.0 120.0 42" •.8 86.8 110.0 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 66" 86.7 86.7 6.0 169.0 19-1/8" 110. 144.5 110.0 195.0 26-1/2" 99.7 04.3 110.0 195.0 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 37" 50-5/8" 74.7 7 110.0 120.0 64.2 110.0 120.0 110.0 118.9 110.0 195.0 42" 65.8 65.8 110.0 120.0 60.6 60.6 1 10.0 118.2 110.0 111.0 1 10.0 195.0 57.5 110.0 112.2 19-1/8" 96.7 104.2 kik, 0 195.0 104.1 104.1 110.0 120.0 26-1/2" - 74.9 77.9 110.1 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 37" 63" 60.0 60.0 110.0 7.0 60.0 60.0 - - 83.3 83.3 110.0 120.0 42" 60.0 60.0 - - 79.3 79.3 110.0 120.0 20" 24" 30" 72„ 66.4 66.4 110.0 120.0 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 48 110.0 145.7 110.0 195.0 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 48.9 48.9 95.3 95.3 110.0 121.4 110.0 195.0 37" 59.8 59.8 - - 46.0 46.0 89.8 89.6 104.1 104.1 110.0 120.0 43.6 43.6 85.0 85.0 37" 77" 56.3 56.3 - - 97.1 97.1 110.0 120.0 32" 36" 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 913 IS USED ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES 0NL` SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195,0 PSF = 10.00 SQ. FT 91.1 91.1 110.0 '.0 80.9 80.9 110.0 120.0 32" 36" 76" 60.0 60.0 - - 60.0 60.0 - - 72.8 72.8 ..0 120.0 69.4 69.4 110.0 120.0 20" 24" 28" 32" 78" 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 20" 24" 28" 30" 32" 36" 40" 42" 110.0 1 ,'. 110.0 195.0 38.1 38.1 74.3 74.3 98.0 07.9 110.0 195.0 60.0 60.0 - - 9 92.5 110.0 120.0 4.4 86.3 110.0 120.0 20" 24" 28" 30" 32" 84" 41.5 41.5 80.8 80.8 34.9 34.9 68.0 68.0 54" 80.9 80.9 110.0 120.0 54.5 54.5 - - 71.9 71.9 110.0 120.0 51.2 51.2 - - 64.8 64.8 110.0 120.0 48.3 48.3 - - 61.7 61.7 110.0 120.0 SQUARE BEAD OPTIO ALL GLASS TY its-1 • • •• •• • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 Dade Product C NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ND FLORIDA BUILDING COMMISSION LARATORY STATEMENT DCA05-DEC-219 SEP 03? ii No1111Ili/ \\\® ��, •. QCEhISF' .70592 • ATE OF �We ORIDA. •' NAL 0j ♦ehi 0 to - n. '4a 13. re 0 O air) • ei • p m . .1 o , • C C 0 .5 5 c 0 0. 0 at) 0 GENERAL REVISION .o Q) 0 M - 47 ‘.1N 0 0 0 N. co 0 l0 C data: i2-84-98 dr. by: TARIQ ) drowing no. W98-100 sheet 4 of 7 4 4 • • • • • • •••s • • • • • INSTALLATION CONDITIONS FLANGE FRAME LAPPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT • ° o : v0 • - 4 0 1" MIN. 2-1/2" MIN. INSTALLATION TYPE '1' 1 3/8" WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 5 FOR DESCRIPTION SEALANT J .11 X = T ' Ci ° Z V \ :4, :vQ 4 1" MIN4 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED 1. I-i 'iAtFAuLiJ-LAft QN ALL FOUR SIDES/USING, WAD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS 1" MN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP_, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION r et En BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. • •• ••• • E• • • • • 0•••• • • •••• . • •• •• • • • • • • • • ATTACHMENT TO METAL STRUCTURES 1/8" MIN. TYPICAL ANCHORS SEE ELEV_ FOR SPACING SEE SHEET 6 FOR DESCRIPTION I r A 0H11 YIl 11U61111IDA' i ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-0918.11 Ex iration Date 10/26/2023 �'��✓JWr-Ff4��fiL1�' ./ By Miami Dade Product C •511111i1 70592 ' 7 COMP—ANL\W95-100CGI 3 Lg U S SERIES • .u••• • 6• • L 0 a• LA C Q McV r CV 3 in O • M cZL 0 0 U • a,� L FAX. (305) 593-6592 0 LO cn LO 1.1 H 1 ) 0 .} 0 0 O. 0 N 4) -o NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2017 FOC 10 UJ 0 -o n_ m 0 a 1) d o. n d 0 0 0 -a Y le; 12-04-98 n d l; drawing no. W98-100 (sheet 5 of 7 • • • eeee • • • • • • .• • • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 1" MIN. 2-1/2" MIN. INSTALLATION TYPE ' 1 ' 1 3/8" 2 1/8" WOOD BUCK TYPE MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • • • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" 2 7 WOOD BUCK TYPE '3' MATERIAL PRESSURE TREATED TYPICAL INST• TION DETAIL ON ALL FOU S DES USI G WOOD WOOD BUC NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1" MIN. 2-1/2' MIN. INSTALLATION TYPE '2' WO TYPICAL INSTALLATION % AIL 2 1/8" MIN. BUCK TYPE '2' RIAL: PRESSURE TREATED ON ALL FOUR SIDES ING WOOD 1" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1 • MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SP SEE SHEET 6 F UJ G ESCRIPTION METAL STRUCTURES 1 /8" THK. MIN. ATTACHMENT TO METAL STRUCTURES • • • • • •• • • a • • • • • • • •• •• 4 • • • • • -1/8" MIN. — — ram- l I •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION L — — — — J ATTACHMENT TO APPROVED MULLIONS RODUCT REVISED omplying with the Florida Bui=>. g Code NOA- 17-0918.11 Expiration e 1012612023 By Miami-'ade Produc ('•) n!� l v LSS `\\` 1tlllt►l I/ O AH Y.; • EN . N . 70592 TIE OF 4-1/11Ag...ARJC:::0. r1111111" • COMP-ANL\W98-1OOC • • • rn V• • i • 2 0 a J CO 1.0 w W L✓ C N 0 0 0 CHANGE THIS SHEET CHANCE THIS SHEET z z UPDATED TO 2017 FBC > 11 0 r 0 N 00 0 0 dr. by: TARIO drawing no. W98-100 sheet 5.1 of 7) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WTIB SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT Exr.(+)/INT_(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 24" 28" 30" 32" 36" 40" 42" 36" 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 195.0 86.0 114.7 135.0 180.0 77.4 103.2 128.6 171.4 73.7 98.3 20" 24" 28" 30" 32" 36" 40" 42" 42" 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 1 17.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20" 24" 28" 30" 32" 36" 40" 42" 48" 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24" 28" 30" 32" 36" 40" 42" 54" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24" 28" 30" 32" 36" 40" 42" 20" 24" 28" 30" 32" 36" 40" 20" 24" 28" 30" 32" 36° 60" 195.0 195_ 0 123.8 185.8 180.0 195-0 103.2 154.8 154.3. 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 66" 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 72" 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 1 60.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT-(+)/INT.(-) Exr.(+)/INT. (-) Exr.(+)/INT.(-) EXT.(+)/INT.(-) 32" 36" 76" 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20" 24" 28" 30" 32" 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195,0 74.4 119.1 20" 24" 28" 32" 84" 195.0 195.0 132.7 195.0 195.0 195,0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 ANCHORS W/0 SHEAR CLIP ANCHORS 1tiIT �H AR CLIP • R1 iANCE SAL OR INST LT.A.TI0N AN • y: „ SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. T;'17: ;' O.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/1NT.(-) EXT.(+)/tNT.(-) AT 17" Q.C. EXT.(+)/INT.(-) 19-1/8" 26-1/2" 37" 195.0 195.0 149.4 26" 195.0 195.0 107.8 AT 10" 0.C. Exr.(+)/INT.(-) 195.0 161.8 19-1 /8" 26-1/2" 37" 38-3/8" 19-1/8" 26-1/2" 37" 50-5/8" 19-1/8" 26-1/2" 37" 42" 19-1/8" 26-1/2" 37" 63• 195.0 195.0 191.2 136.9 195.0 193.2 138.4 195.0 155.3 111.2 1 98.0 195.0 74-1/4" 164.7 117.9 195.0 77.2 195.0 151.9 195.0 109.6 182.6 78.5 195.0 153.5 195.0 110.8 173.0 79.3 195.0 123.3 195.0 89.0 194.6 171.4 63.8 56.2 195.0 195.0 188.6 130.8 94.4 67.6 115.9 195.0 146.1 104.7 191.9 138.5 99.2 195.0 155.8 111.6 98.3 195.0 151.1 108.1 • • • • • •• • • *0460 • 9007 •• •• • • • • • • •• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIP KWIK--CON 11 BY 'HIL•TI' 0-u=.163 K$I, Fy=157 KSI) 1/4" DIA . ULTRACON BY 'ELCO' (#1u-177 KS!, Fy "155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD HRU 1BY BUCKS INTO CONC. OR MASONRY 1=1/4" MIN. EMBED INTOCONC. OR MASONRY DIRECTLY INTO CONC. OR. MASONRY 1-1/4" MIN.- EMBED INTO CONC. 'OR MASONRY 1=4'-SMS OR, SELF DRILLING SCREWS' (G1?A)E' 2. CRS) NTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. =090") INTOMETAL STRUCTURES STEEL- : 1/8" THK. MIN: (Fy =, 36' KSI' .MfN.) LUMINUM' 1 /8:' THK. MIN.. (&063-T5, MIN.) STL IN CONTACT WITH ALUMINUM' TO CBE. PLATED OR PAINTED) " GAL EDGE DISTANCE NTO• CONCRETE AND MASONRY = '2=1/2" IN:, NTO WOOD STRUCTURE = 1 MIN. NTO. 'METAL STRUCTURE = 3/,4" 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 Building Code NOA-No. 17-0918.11 Ex•iration Date 10/26/2023 ade Product Contr u 0 ;? nf�® i°1H/in 0j� c O a) L 0 7-3 N v N GENERAL REVISION J F A 0 4 W N N N 0 0 0, O_ 0 r n 0 0 c T am 0 6 0 v "J. .0 r drawing no. W98-100 (sheet 6 of 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS WIDTH HEIGHT EXT.(+) INT.(-) 20" .0 195.0 24" 110. 195.0 28" 110.0 6.5 30" 36" 110.0 18 . 110.0 179.5 32" 36" 110.0 177.3 40" 105.8 145.1 42" 97.0 120.0 20" 110.0 179.5 24" 110.0 159.6 28" 106.9 146.6 30" 103.5 141.9 42" 100.7 138.1 32" 36" 97.0 120.0 40" 95.2 120.0 42" 95.0 120.0 20" 110.0 195.0 24" 110.0 177.3 28" 110.0 160.9 30" 4-8" 110.0 154.8 109.1 120.0 32" 36" 103.5 120.0 40" 99.8 120.0 42" 95.0 120.0 20" 110.0 174.1 24" 110.0 152.0 28" 99.8 120.0 30" 95.5 - 120.0 54" 91.9 120.0 32" 36" 86.2 118.2 40" 82.2 112.7 42" 80.6 110.5 20" 110.0 153.2 24" 97.0 133.0 28" 86.8 119.0 30" 60" 82.8 113.5 79.4 108.8 32" 36" 73.9 101.3 40" 60.0 60.0 42" 60.0 60.0 20" 110.0 171.0 24" 107.8 120.0 28" 95.9 120.0 30" 66" 91.3 120.0 32" 87.3 119.7 36" 60.0 60.0 40" 60.0 60.0 20" 110.0 1 . 24" 97.0 120.0 28" 8 117.9 72" 1.7 112.0 30" 32" 77.9 106.9 36" 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20" 24" 28" 30" 32" 76" 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60.0 60.0 20 24" 28" 30" 32" 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 0.0 60.0 20" 24" 28" 30" 32" 84" 11 . 120.0 97.0 120.0 85.5 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 110.0 195.0 26-1/2" 110.0 195.0 37" 26" 110.0 184.2 42" 110.0 152.4 19-1/8" 110.0 195.0 26-1/2" 110.0 172.6 37" 38-3/8" 110.0 156.3 42" 95.7 120.0 19-1/6" 110.0 195.0 26-1/2" 110.0 154.7 37" 50-5/8" 94.0 120.0 42" 89.8 120.0 19-1/8" 109.3 149.9 26-1/2" 84.8 116.2 37" 63" 67.9 93.1 42" 60.0 60.0 19 8" 110.0 154.8 26-1 74-1/4" 86.4 118.5 37" 60.0 60.0 19-1/8' 109.9 120.0 26-1/2" 76" 84.0 115.2 37" 0 60.0 19-1/8" 108. 120.0 26-1/2" 77" 82.7 3.4 37" 60.0 60. TYPICAL ANCHORS: SEE FOR SPACING A - :1_/4" DIA. KWIK-CO II B HILTI' (Fu=163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. •R MASONRY 1-1/4" MIN. EM:- INTO CONC. OR MASONRY B - 1 4" DI,,. 'A ON BY 'ELCI' (Fu=177 KSI. Fy=155 KSI) DIRECTL TO CONC. OR FILLED BLOCK 1-1. MIN. EMBED INTO CONCRETE /4" MIN. EMBED INTO GROUT FILLED BLOCKS #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MEN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER TO SHt.t.tb 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. #14 AT FROM ENDS 0.C. MAX. AT JAMBS 4" 0.C. MAX. AT HEAD/SILL 0 V) 'TYPICAL ANCHORS TYPE 'A' OR 'B' AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD/SILL EDGE DIST. INSTALLATION TYPE TYPICAL INS'} :LATION EfAI #14 SMS AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD/SILL 1" MIN. INSTALLATION TYPE '6' 2BY WOOD BUCK OR ON ALL FOUR SIDES/USING UMI UM BUCK SYSTEM 2.500 845 .065 55 .562 J" �-i t� -1.436 .125 ALUMINUM BUCK OPTIONAL COVER 6063-T6 6063-T6 C7-3 iy x In • • • • • •• • • • • • • 1 • • •••• • • •• •• 0 0 0 0 0 3 I a. • • • •, -s • • • • • -I •• r ~' TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD/SILL WOOD STRUCTURES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Miami Dade Product Co I// OCENSF No. 70592 z kf • • • (}• • • •• • cn L O O L0 C v I-04 r, co• tOn • N) CO E• Z� N I - Q4.1 w f U p� `nJ 0 rn (n M rn 0 0 0J i 2 (21, 0 0 uJ 0 0 a GENERAL REVISION TO 2017 FBC w x O 0 o a z 0 0 z 01 0 co 0 N dd n 0,0 0 - T G drawing no. 1 W98-100 (sheet 7 of 7 •• • • • • • • •• - • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI1Widovs&t oors, Inc. Q O N W: 2Sx Street flYli'a I 17,33'172) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform irT1118accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imme cjiately revoke.,. modify, or•. suspend the use of such product or material within their jurisdiction. RER reserve.. t iq •right •tp• r oke t�>�� • : • acceptance, if it is determined by Miami -Dade County Product Control Section that this prolagt 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 Floi`iti'a•Buildinggemde, including the High Velocity Hurricane Zone. . . • • ..• .• •• •. D'ES.CR PTION: eiaes 4160=SentioeLAluminun Out wingiGlazed Dooms why° S:id , . 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/economv APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Oritswink I g (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq CorpQratign, dated 01/03/13and.: last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County PretietControl • Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. .• • G:.Laree.and SmattlYliss le Imp ct} Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1.1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. aiDa (NOA 0. =1226.05) February .22.201 Page 1 CGI Windows & 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 files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+5.0.0 rSF, si4t Ionly) 4) Large Missile Impact Test per FBC, TAS 201-94..' : .. . •• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-9.4 • . • • • • . • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202'94•' • Along with manufacturer's parts and section drawing marked -up drawings 1441,imiinulr� pqt w/ . • sidelites, by American test Lab of South Florida, Inc., Test Report No. ATM :F•1218.01-12 dated..: •. • • 02/11/2013, signed and sealed by Henry Hatem, P.E. • • • • • • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F C:SS 202-94 .. 2) Large Missile Impact Test per FBC, TAS 201-94 •• • 3) Cyclic Wind Pressure Loading per FBC, TAS 26344: • •• • • • Along with manufacturer's parts and section drawing marked -up drawings of aluminun•i•sitlelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of confouniance to FBC 2014 (5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • • • • • 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum OutsVing Door (I,•M.I./S.MMF.)1? sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Co•'rp'oration= dated • • • 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahtvatl, 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 FBC TAS 2Q2.94' 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. • . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS .� � �—�-�--�,BC 6t"�+ '_ � ,( _ ^) �,£-:. 1. atement °lefter<of.coirmance to + ditian 2017 ,and of lib 2�ncial hitetest ('prepared by AlTarooq :Corporation;4dated_11/ 3F17, signed • • .... • •. ... • .. . G. OTHER 1. - This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. .... • • • • • . • .• • ........ . • .. • • • ••. • •• ..• .. . • .. orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • . . • • • • E-3 SERIES SENTINEL 16Q) ALIN'S' g uO TSWINGT—DO RJR'/ t IDELIIES) APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. T}71S�PRODU T HAS-, BEEN DESIGNEDrAND TESTED= TO ZCOMPL'Y WPT HE (QUIREME.NTS OF THE Q17 .6TH EDL ION),-FLORIDAr EVIL 1t4G CODE NCLUDING HIGH. VELOOITY. ORR CANE- ZONES{HVNZ)? 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-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MLEI THE REQUIREMENTS OF THE 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 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 ,.075"Softex''CP; With; PET ,'Core By 'Eastman CFiemicai Co.'. Q90 Saflex Clear".And 'Co r Glass By yEastmon Chemical . Co.'`.090"" SexttryGtos 13y 'Kuroroy America. Inc.' 090" Trosifol., PVB By 'Kuraray America, :Inc.' 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 1019 GE-1200 GLASS TYPE 'A' $ 7/16' OVERALL CAM. GLASS GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG_ HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. FOR SIDELiTE PANEL (0) CAPACITY SEE SHEET 3. FOR SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ce 0 3/16" HEAT STREN'D GLASS INTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And By 'Eastman Chemical .090" SentryGtas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 53 AT 1/4 POINTS GLASS TYPE `B' 7/16" OVERALL LAM. GLASS Color Glass Co.' • • • • •• • • • • • • • • • • J -z H • O o 0Da .0 N ijj re CI • 0ri) O gILr n A0 aoa'1 a 0/y°��u� iii WO • Q w n•i•ID JzG�� tr , w O' 0 , • • •• •• • • • • . • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 e Product Control 06E7315EL! AR>= CRATED F0-CaRGEAND SMAL'_LTMISSILErIMPAG T SHUTTERS. ARE NO' "REQUIRED' FEB 152D18 /11111111, ��`IP. .Ar /�fi S ��• VGEiy.Sc' . o ` r'I .Kia Y,0592 I j1111I1e1�% � a 0 m Q I a. 0 0 C • • g g2 40 W cn • • • • > • • • • • • • '• • • • •• • • • • • 0 4— RLEI •• ir• C 0 9) 0 0 U (305) 593-6592 m U7 M Qt a M J C > 0 0 c 0 0 n 0 N NO CHANGE THIS SHEET 0 v re re 0 0 cc w e, c; PER RER COMMENTS 0 0 a I:aU 0 r 0 c drawing no. W13-01 sheet 1 of 13 3/16" TEMPERED GLASS 0 0 w 3/8" AIR SPACE 3/16" ANNEALED GLASS .090" Interiayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' -3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 rDOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY `QUANEX' / OR / KODISPACE 4SG TPS BY `KOMMERLING' i 53 AT 1 /4 POINTS GLASS TYPE 'Cl' 1" OVERALL INSUL. LAM. GLASS m tn 3/16" TEMPERED GLASS 3/8" AIR SPACE —3/16' ANNEALED GLASS a- 0 .075" Inter -layer Saftex CP With PET Core By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 / SUPER SPACER / OR / KODISPACE 4SG TPS AT 1/4 POINTS GLASS TYPE `C2' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS DGE SPACER ST. L BY 'CARDINAL' I OR �DORURASEAL - `QUANEX' 'QUANEX' ' KOMMERLING' 3/16" T RED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS r—INTERLAYERS -i ' 0 ..090" SentryGlas By 'Kuroray America, Inc.' .090" Trosifot PVB By 'Kuraray America, 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 rDOWSIL 899 GE-1200 / 53 AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. GLASS FE8j 5 • • . . •• • • • • • • • • • .••• • •• •• • • • • • • • •• • XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY `QUANEX' OR KODISPACE 4SG TPS BY `KOMMERLING' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control OF ..��Illtttl��\\ a. 0 0 OUTSWING DOOR Q co z • • • • • W• • • •• • • • •• e• P 1 0 • = cV to u7 T • `V73 • P') CZ� • 0 (� pQ -j X. (305) 593-65 0 rn co 0 rn 0 r- ow" r n d 0 5 -o �� v` l) drawing no. W13-01 (sheet 1.1 of 13) 42" 6" MAX. HINGES HEAD/SILL SEE NOTE CORNERS BELOW w w DOOR FRAME WIDTH 3" rn w ro ACTIVE II II 11 2 ANCHORS r- TYPE 'A', ' B' 0 AT STILE ENDS w w ace o I 0 28 1/4" D.L OPG. TYPICAL ELEVATION ( X ) ti5a a+'}... ..r. 1 1/ 6" HIM S .CORNE;. SEE N x` BELOW R;FRAME: WI "'SEE CHART :F 0) co 0 J / 3 POINT LOCK SEE SHEET 10 \ ' a A G n I '-c \ I \. FLU BOLT DET SEE ISHI`ET 11 xl / \ N Q,. 11 ACTIVE VAC VE, 2 ANCHORS TYPE '13' AT STILE ENDS 28 1/4" D.L. OPG. 28 1/4" D.L. OPG. 4 HORS TYPE B' AT STILE ENDS TYPICAL ELEVA IO XX 'ji SURFACE APPLIED: FALSE FAUNTINS MAYBE USED DOOR OPTIONS (SINGLE (Xi;t iti.DOUBLtaXX)LDOORS7r0if EAPACM— aS Z PIES= B 'C1 , (C2, 8C 3' (FRA E LEAF WIDTH gE ESHOl.D-TYPES. (E'OCK'SEIS UL. GLASS SPACE' OD •UAN D, ADA I tH; CC BLDW CXL �NIDTfi'--tOC}� WIDTH (XX) HEIGHT 07 iZ 72.. 35' C3-9..741 70.0 8LIO; 1 80.0 80.0 80.0 ... 80.0 42" 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 1 80.0 70.0 80.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC-21 9 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. LOCK SETS; SCH = SCHLAGE CC = COPPER CREEK BLD = BALDWIN Q (0 QUANTITY HINGES aR4A ... yM. SHIM 011angialitain Zi2aNtaU 6 3/8" 6 6 1/2" 7 7 - SEE NOTE-NN BELOW FRAME HEIGHT 94 3/8" D.L. OPG. 1- \ / / \\ y GLASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL • • •• •• • • • • • • • • • • • •• • •• • • • • •• HINGES: 4' X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FEB1 5 201B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By �r Miami-D ."f' Product Control • q C, 0 ,• • • •0 « • • U•• •••eo,o • rn 10 • ▪ • )0 O • • ▪ r• � - O H N r, W CV O ") v = L� 30 - 0� Q c y c 0 O n 0 m Q) p NO CHANGE THIS SHEET 0 c ,n r 0 0 co 0 W 0 P aco m O -o d- rawing 0 no. W13-01 (sheet 2 of 131 165 1/2" MAX. 6" MAX. HEAD/SILL CORNERS 43 1/8" SIDELITE WIDTH 0 37 1/8" D.L. OPG. TYPICAL ELEVATION 0 42" 81 1/2" SIDELITE WIDTH CORNERS:: DOOR FRAME WIDTH 3" 3" 42" SIDELITE WIDTH / 3 POINT LOCK SEE SHEET 10 / / \ \ A u a ti -=fir--- FLLISHS BO DETAIL SEE SH 11 1. \ J 11 co 11 11 1I II / / / INACTIVE SYg*I'E LOAD' CAPA STATIQ �Y- ''t- PANE;, (0) . . GLASS TYPE C2 GLASS 'C3 TYPE FRAME GLASS ES .,A' 8,. 'CI WIDTH HEIGHT EXT.(+) : 114% ) = EXT.(+) INT.(-) EXT•(+) INT_(-) �I L3' 0 L8p,p gf a e 80.0 80.0 80.0 80.0 33" 36" 37-1/8" 39" 42" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 L.Le. _'� 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 33" 36" 37-1/8" 39" 42" 90" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 30" 33" 36" 37-1/8" 39" 42" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 37 1/8" DfL-foORGt ELPELErk OPTIONS t 28* 1/4"' GLASS 1N5ULATOR LIMITATIONS FOR_SIDELITES WIDER THAN 37-1/8" ONLY, 90" E�: 96" H 10HTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO ±70.0 PSF) 11' 28 1/4" SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY -G qIP I' SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE 1/4 4 4 4 3/8 6 6 6 1/2 7 7 - FASTEI" AS AN $1-eET NINZ/4 ANCHORS TYPE 'B' AT STILE AND MULLION ENDS .DL. 01 6 z O 0 • • • • •• • S SAME LOCATIONS • • • • HORS SHOWN ON • •••• 2 SURFACE APPLIED FALSE MUNTINS MAY 8E USED • •• • • • • • ► • • • • •• NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB1 5 2Oi18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia r-Daroduct Control 111lllg//- .. M?P:fi ,1>;i jGENsE-4 :E 41'70592 f_ / r :f -7-90r. ADNAt cc 0 0 O • • • • • • •, • • V• '- c •. • L 0 g • D c • CV 01 LC)r • CV ") -0 . CZ� 0 o2 U o c c 0 0 c v 0 n� REV. PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET L0 - . 0 ao b o 0 co ri 0 0 0 0 CL r) 0 0 a c drawing no. W13-01 (sheet 3 of 13-1 liE$IGN•LQAD _CAPACITY• . sr DOOR SIDELITE SiffitrfE TLl b00R MU1flON SIDELITE LEAF FRAME ' :(SEE��1atOTE BELOW g'c WIDTH WIDTH HEIGHT , " INCHES INCHES INCHES INT i ) 30 33 36 37-1/8 39 42 24 30 33 36 37-1/8 39 42 24 30 33 36 37-1/8 39 42 39-3/4 DOOR FRAME WIDTH' Slh LE' (X) 42, MAX. DOUBLE (XX) 81-,1/2 'MAX .smE I DOOR, NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDEUTE OR DOOR/DOOR MULUON CHART WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME r WIDTH SIDELITE WIDTH ( XO ) ( OX ) OR FRAME DOOR SIDELITE WIDTH WIDTH '' WIDTH 1 ,, ii - / / ,\ 0 \ \ Di N vWIDTH -I` WIDTH i--`N / \ \�� / / o \ /o \ \ / MULLION END ANCHORS SEE SHEET 3 DOOR STILE END ANCHC SEE SHEET ( OXO ) void:� / / i jk sos� \ \ .; / / / / \ \ \ \I I1.rNim i�\, 111iIIMINIONIMI (XOX) DOOR FRAME • SIDELITE { I viltini . r-mot f WIDTH ` " T . / „ \ \ 0 \ \ \ \ / / / / / ( MOM ) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 i-Da• - roduct Control r NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300— 09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5— DEC-219 11� ``�p�1lil�i7^i/ 0 rn to rn 0 a n w F sheet 4 of 13) w 2 w LEAF HEIGHT EDGE DIST. o CONCRETE . a O 0 k 4 LL__.1 I1 II i! EDGE DIST. I! TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 11 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING POURED & HARDENED HIGH SIHENGTH GROUT f'c = 5000 PSI MIN, NOT BY CGI WINDOW LUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SADDLE (ADA) THRESHOLD NO APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PST DOOR DETAILS FEB E 5 2018 • • • . •• • • • • • ••. • • •• .• • • • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. ' 7-1226.05 Expiration Date 08/08/2023 By Mia roduct Control E. 0 Q a 0 U . .. ) Q • N 1' • i ) µ • • • • l0 C 0 a) L. O 0 a U m 0 Li w 0 U a PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET 0 0 o 0 0 0 0 CO CD 0 o C U w � ) M 0 0 Ito 'co a 1 u ) drawing no. W 13-01 (sheet 5 of 13) 0 W 1SY WOOD BUCK SEE NOTE SHEET 1 C� X !Y _ m2 N Q d TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Et V. FOR SPACING TOE `A'- 1/4" DIb. ULTRACON BY 'ELCO'' (Fu=177 KSI, Fy.=1 KSI) MIS. LENGTH = INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD (I= AD/.J ): • THRU 1BY BUCKS INTO CONC. OR BLOCKS i --3/4; MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC: OR BLOCKS (JCS) 'TYPE 'B'- 1=/4"' DIA.. ULTRACON • BY .'ELCO' (Fu=177 KSI, Fy=155 IC31) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC: OR BLOCKS; 1-3)4" MIN. EMBED 4TO CONCRETE (HEAD/SILL), 1 —1/4" MIN'. PARED INTO CONC. OR BLOCKS' =(JAMBS) TYPE `' C' 1 /4" DIA .. TEKS , OI'i• SE1!E`. DRILLING- SCREWS -(GRADE 5 CRS)! ! INTO MIAMI-E COUNTY APPROVED MULL=IQNS ORr -INTO METAL ST1i UGTURES (HEAD/JAMS) (3) THREADS. MIN. TO E)CTi' ND BEYOND' METAL THICKNESS ALUMINUM: 1 /8" THK. MIN: (6063—T5 •MIN ). S' EL: 1./8"THK. MIN. (Fy, — 36 KSI MAIN) ' ( TrEL: IN CONTACT .WITH ALUMINUM TO BE.PLATEI) 0R PAINTED) pTYPICAIZ =EDGE DISTANCE T * w ; - INTO' CONCRETE AND BLOCKS ` 2y 1 /2=' 'MtINI INTQ WOOD STRUCTURE = 1 " MIN. -',INTO' METAL STRUCTURE 7'3/4 ,MIN-..F. WOOD'°AT HEAD` OR JAMBS 5.0. = flea KINM 1 Sf rMt CON.CRE AT, HEAD;. SILL OR:=JAMBS f'c. 30P00 NN1" ' . t90HOLLOW/1=1L`I SD.F,BL0CKr•AT JAMBS f mrr= 2000 PSI _MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 0 cc 8 tiiiiMgm%11111 EL___,_„<" Millirgiir-3 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 m 0 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS METAL STRUCTURE O W w 1 MIAMI—DADE COUNTY APPROVED CLIPPED MUWON SEE SEPARATE NOA FEB1 5 2018 2 TYPICAL ANCHORS SEE ELEVATIONS • FOR SPACING • • •• • • • • • • • • • J 0 • K • • . •• •• , •• •• 1 R • • • • • vi • • _J •• -- cc 0 z S PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Wliam'-Dad roduct Control CO w • .. • 0 W•••• io £ I •• • • a, (LA.• • irs O p w X 0 U 0 rn to 0) rn 111 0 M w if; 0 N 0 a 0 G) 0 0 >. c V) 0 u a 0 0 REV. PER RER COMMENTS GENERAL REVISION n r 0 0 0 NO CHANGE THIS SHEET m 0 0 C 0 0 0 w 8 N 0 1-- 21 U U drawing no. W13-01 (sheet 6 of 13 3/8" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1 /2" MAX. CONCRETE OR MASONRY TYPICAL ANCHORS SEE ELEV. 7: FOR SPACING. a A(,11VE LEAF D.L. OPG_ EXTERIOR LEAF WIDTH DOOR FRAME WIDTH D.L. OPG. LEAF WIDTH .1/2" MAX. LOAD BEARING , SHIM ■'_ 1BY WOOD BUCK /., SEE NOTE SHEET 1 EXTERIOR DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 0 : 08/2023 By Polio -Da. product Control D.L. OPG. LEAF WIDTH DOOR DETAILS INACTIVE LEAF FEB152018 •••• _J (ry y'W.•1 • e 1/2" MAX. LOAD BEARING SHIM BY W000 BUC W..D STRUC RE SEE `OTE EET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING c 0 o, 0 (.1)) a4 64-4 0 O Lrl w 0 U W a 0 0 a 0 O 7_ Co sheet 7 of 13 0 FRAME HEIGHT • . '. ,EDGE' DIST. CONCRETE • • 0 Qi E1 Ij TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 4 . 000CRETIt. ". { ONCPtTE -a EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 /2" MAX. LOAD BEARING. SHIM e TYPICAL ANCHORS 4" LONG J SEE ELEV. FOR SPACING EXTERIOR LEAF WIDTH DOOR FRAME WIDTH MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEET 2 & 3 D.L. OPG. SIDEUTE WIDTH 42" MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) D.L. OPG. SIDELITE WIDTH MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHELIS 2 & 3 PRODUCT REVISED • • • • as complying with the Rona ' Building Code NOA-No. 17-1226.Qs:.. Expiration Date 08/08/202'3'. By •it.••• Miam Da roduct ContrpT,.' 7 13 EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 42" MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) FRAME WIDTH APPLY SEALANT BEFORE MATING NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" SIDELITE DETAILS FEB I52018 • . . • • • • • • • •• • Lai (1, 0 . • • •• •• cv CD U ' tD •C • eio1 •r•••• • In • • IC: •g• v W • O p w C 07 (NU" • r O M re) C Z� • N o 0 _ Q Ci -- o— •Ed UEd iri 0 0 0. co N o 17 Z REV. PER RER COMMENTS GENERAL REVISION REV. PER RER COMMENTS 0 0 b o a o w drawing no. W13-01 sheet 8 of 13 ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REQD. FRAME HEAD & SILL 6063-T6 KEYMARK / SAPA 2 AL-190 AS REQD. FRAME JAMB 6063-T6 KEYMARK / SAPA 3 AL-196 AS REQD. SIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS REQD. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REQD. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS REQD. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA 8 AL-199 AS REQD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA 10 AL-192 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL-121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 AS REQD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA 13 AL-200 AS REQD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK. AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S. STEEL - 28A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S•STt- - 29A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HD-536N AS REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /LOCK-MECH. BOLT LOCK ASSEMBLY 5_ STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD-A8800-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER 36 HD-AB800-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL HAGER 37 03/8"-16 ROD 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQD. .187" x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REQD. _350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - PROI as cor 45 - SEE ELEV. #14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEEL - Buildii 46 - 8/HINGE , 4/CUP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL - NOA-P 47 2/EACH #6 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expira 48 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - R' 49 03/8"-16 NUT 4 /LEAF 03/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - Miami 50 - 2 /FLUSHBOLT #8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL - 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - 53 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A ACTIVE LEAF OPERATION OF DEADBOLT (WITH KEY FROM THE EXTERIOR OR THUMBTURN FROM THE INTERIOR) ACTIVATES THE THREE-POINT LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK EXTERIOR EXTERIOR DUMMY SECTION AT LEVER LATCH LOCK INACTIVE LEAF •••• • • • • • • •_ • •• •• • . . • • 17-1 INACTIVE LEAF SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. UCT REVISED plying with the Florida g Code o. 17-1226.05 tion Date 0 : t 8/2023 F EB 1 5 20 18 ade roduct Control P- O I- 'N Q2 A. t oo o • J N • W CC D H u. O U• CA� o • rc C D< • •• gt ••• O 0 0 M z a 0 U II••.- cri cc 0 a 3 0 Z N w CC La `"1 • • • • • •• •• 0 rn 1) W 0 .J w f- c vi C 0 .(0 Iy NO CHANGE THIS SHEET GENERAL REVISION REV. PER REF? COMMENTS 0 vi 0 a n m 0 0 0 U � Ml M 0 m a 1c -c C J drawing no. 1 W13-01 (sheet 9 of 13] LOCK (ACTIVE) STILE PANEL HEIGHT { ASTRAGAL #I0-24 x 2-I/2' PHI'. PH. 55. MS. 0.450' (OD) x .031 ° NYLON WASHER 0.295 (OD) x .040 x 2' 5. STEEL SPRING 0.450' (OD) x .031' NYLON WASHER TOP HEX ROD WITH COUPLING NUT (L=STILE HT.- 49.375') NYLON SILENCER BLOCK 03.500' 5. 5TEEL WHEEL BOTTOM HEX ROD W/ COUPLING NUT (LENGTH=34') UNLOCKED POSITION LOCKED POSITION FEB152O18 • • • • • •• • • • • • • •• •• • • • • a • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mjami- a Product Control OR :ON jd1)11111� c co g 49 N � m o xm n • o—cha Q L0< v4 Itigl t�qC Q W1AA• 1 C • • • • • vs •• •• U • C SERIES SENTINEL 160 ALUM OUTSWING DOOR (305) 593-5592 ( ) NO CHANCE THIS SHEET GENERAL REVISION NO CHANGE THIS SHEET N o o a) 0 0 i ( ) o 0 o O J "C_. ). V [ drawing no. W13 41 to 0 0 oa 0 0 C 0 n o W a L_ (sheet 10 of 13) ASTRAGAL h PANEL HEIGHT UNLOCKED POSITION LOCK (INACTIVE) STILE LOCKED POSITION FLUSH BOLT ACTUATOR • • • • •• • to m 0, h 03 m O • • • • • ••••� • •• •• • • • �po • • • • • • c� co PRODUCT REVISED as complying with the Florida Building Code NOR -No. 17-1226.05 Expiration Date 08/08/2023 By Miami -Da roduct Control NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) �l1ilIPI� t 66 � • re Cu d 70.592 LUZ- - E FT tE OF\N„,,„ob,,A ,„ �y W V) • • c' •. • • w• •• • CA L. • in n••••• i U7 0 O YCCC__Y777L�• • • X Ll (/) a O 0 U N N ro . • Z J L�. 0 o c � 0 NO CHANGE THIS SHEET GENERAL REVISION NO CHANGE THIS SHEET -81 a) 0 D 0 O 0 to ri 0 0 C U O rL drawing no. W13-01 sheet 1 1 of 13 3.825 .125 1.590 O DOOR FRAME HEAD/SILL 1 .062 1.625 1.587� FRAME COVER 6.438 SIDELITE TOP & BOTTOM FRAME SILL COVER 0 5.500 O TOP & BOTTOM RAIL is SIDELITE JAMB COVER O HINGE & LOCK STILE 14 ASTRAGAL ADAPTER -1.810� 1.125 r .120� .080 4.000 .500 .120-- I�' SHEAR BLOCK SHEAR BLOCK PLATE 4.000 .500 SADDLE THRESHOLD Tin) .125 2.388 1.225 3.005 �2.000 1.462 4.000 .090 .070 -Q .420 7 1.465 0 1.061 .310 .080 1.465 0 --a �20 .505 .870 4.000 SIDELITE MATING JAMB GLASS STOP (LAM. GLASS) .995 .062 1 }---.120 - .050 1.184 GLASS STOP (INSUL. LAM. GLASS) FEB 1 5 2O1g • • • • •• • .•. . .•.. • .• .• • • 1 • • • • • •• PRODUCT REVISED as complying with the Horida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control voit111111r,Ati No. 92 • I:LYAT '�/ LJ V) • • •..• N 1 I • U • • ro • rn • r.••• t'110 1:3b 4• • ..o • • LE i7• 2N rn in o r.) CzOE Ur c 0) 0 0) NO CHANGE THIS SHEET GENERAL REVISION PER RER COMMENTS iv >- .0 0 O 0 0 r w ri o U 0 w dr. by! TARIQ .0 drawing no. W13-01 (sheet 12 of 13) DOOR FRAME JAMB SIDELITE FRAME JAMB ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS t HOLE CAP MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL ACCESS HOLE 0 DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM SADDLE THRESHOLD CORNIER ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS „d5 • • •• • • •• • • • • • • • • • • • • • • •• •• SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia I-Dt Product Control FEB152018 V 0 M z a 0 0 ••- • • • • • •• •• C • • • FAX. (305) 593-6592 O 6 a) L 0 0 47, Q. U 0 a) 0 L7 crt S 1- 0 NO CHANGE THIS SHEET THIS SHEET a) 0 0 h h m c h 9 to M 0 o 0 0 0 U r drawing no. W13-01 sheet 13 of 13 • • • • • • • •o•••• • • • • • • 1/7/2018 Florida Building Code Online OFFICE OF ...A . BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ( Stats & Facts ( Publications 1 FBC Staff Product Approval USER : Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Application Type Lode Vern o Application Status Comments Archived Product Manufacturer Address/Phone/Email 015240 R ) Revision Approved 0 (Plastpro Inc. /Nanya Plastics Corp. 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 BCIS Site Map = Links i Search 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. R3 Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R6 COI (a) Certificate of Indeoendence.odf 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 1/7/2018 Florida Building Code Online G 155 TAS 201, 202, 203 2005 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect ' FL15210 R6 Eouiv (a) Equivalency of Standards.odf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque 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 15210.1 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.1.odf Created by Independent Third Party: Yes '15210.2' • '" b.-Smooth/Wood Grain/Write Wood Grain%Rustic/Mahogany Series 0 ,. Fiberglass Door ,, "Impact" -Opaque Fiberglass Single -Door with .elite'or Sidelites Inswing/Outswing (0)•or•XO; OXO Configurations) ::4 gNr Limits of Use ,,- '' Approved for use.in t1VHZ: Yes. " Approved„for use,outside•HVHZ - .. Yes ;a Impact Resistant: Yes • 'x- DesignPressure-; •` N/A �r r .Other -See INST'15210 2,for Design Pressure Ratings, any, additional'use limitations; installation instructions and product' particularsa r V. / ; , r- •Installation Instructions ' . FL-15210`R6 II (b) Inst 15210 2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 • Created by Independent Third Party Yes Evaluation Reports :, , FL15210 R6 AE (b) Evval 15210 2 6df . Created by Independent ThirdPartyYes -. -•? L 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 (b) Inst 15210.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.3.odf 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 (b) Inst 15210.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.4.odf Created by Independent Third Party: Yes • 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv3yWKJZ1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) 2/4 1/7/2018 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 (b) Inst 15210.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.5.pdf 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 Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.6.pdf additional use limitations, installation instructions and product particulars. 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 15210.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.7.pdf Created by Independent Third Party: 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 (b) Inst 15210.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b)Eval 15210.8.Ddf 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.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.9.odf 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 (b) Inst 15210.10.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.10.pdf 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 Installation Instructions FL15210 R6 II (b) Inst 15210.11.odf 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=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 3/4 1/7/2018 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL15210 R6 AE (b) Eval 15210.11.odf 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.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.12.odf 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 (b) Inst 15210.13.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.13.odf Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - 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 15210.14 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (bl Eval 15210.14.odf 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 (b) Inst 15210.15.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.15.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statements :: 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: 0/1 zick credit Garda SCCU rit\`M 1-TR 1 CS https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 4/4 en us e *I• M roaun esistaht covering) 4 When used in areas outside of the "HVI-r requiring wind borne debris`proteetion'this product complies,with FBC*Sections .1669.1.2 & ''..,ft361:2 fi and dOeShot*reOuire an impact resistant covering This product meets missile level and includes 'Wind Zone 4, as -, defined in ASTM E'1996-and FBC SeCtiani .1609.1:2.2-4,R301.2.1 .2.f. ,`-5i For 2ic-stua framing construction anc,hohng of these units shall be same as that shown tai-')i buck masonry construction: 6 Site •coriditiont that deviate,from the details 'of 'drawingFL-15210.2 require further engineering analysis by e.lidensed engineer or ,.. registered architect.' n n o a es no re me an impa COtigtiitahig'-%Inc the Building Inlu§try, P.C.* Box 230 Valrico, FL 3595 I Phone 813.659.9197 , - Florida i3oard of Professional Engineerscnificata Ailthorization No. 9813 ..-&„.,,-.? --:"..7:_.:±i44.7...'s.:::'1-74Re'pq)-rtj.Y01`.-::77. ......"'• --. '-'4., -.--'-..- 1,-..._ .e-ak- - i-Y,.. aP-P,' -:--,4:t -.--44.4.-*--- , A --,,_. ..---- : . -.A' .,,,,' ,-,11,0 AA- 4 "•J,‘ "4 - 1. :„::t; 2.4.i. ••• • ';• ... ,' ' -"--• - ; '- .. ,...- • ;4 *'" .e4, .- ,•:' ';,-, 1: tFt:15.-Yi-0-.2.....'. -'7 . ' -.4$*-4:r2i1" ' --"-W". ii:•‘; f.t.t. 4,:-ki.t.,:..,,,, -,,,..,-....,,,,,,,,-;7=:-:-• • ' .; '44."..4 "t . ' - 1:1)ate'*"..?' A -0 1)10201771'- ......,.. - ... .. •{. --.. u us . - P Categety i' , Sub Categ9ty . ,Mahtificturer- . ProductName ... tr • ' - '- i 4Exterior ' i•,o, ..,, , 00I'S . -, - • i .. ' ' Swing'rt "' ExteriorDoor l' Assemblies - . . 4. ' Plistpro, Inc: - - • - , • ',2dit W. Century bl4d.. , '\ LosArigeles,-CA 96.043 . , Phene'440:96S.977i ,,, - . 'Sniiii3tli / Mind 'Gielift VW:tit:6 Wood Gthin ,. $ RusticlIV:lahogin-y 4 Senes 0 Fiberglass Door , : . Inswing/Outsvvirig = Irripacr Fradat Evalu▪ ation,repoit issued 13il,INBuilding:Cdris-Slilterits; Ine,&:Lyridon2F.Betinildf,'F.,";E.?(Syster-n ip#;1998), for. - ' based on RfleChapter'N9., 51G20-3.Method lbdef the State Florida Product Ap"Pre'Val, Department of "StiSirieSS & Professional Regulation 4 RW Consultants and t_0806.F. do not have nor Will adqUitefinancial interest in the company .manUfeetuhrig ordiatribuling ttiefitodUct in any other entity ,involved in the approval the product named Therein., Lirnitations: 1. (thi-s 175---_ -fpcicia has been evatuated-eartrirptiancewith-thnth Edi om 20 loriaa7Bailde estrt-TeXATTeTsr H''''myer.-aR _. . ng e_ e aci can o 2. isredUCt.enchors shall beas listed and spaced as shown on details. Anchor embednient to base material Shall be beyond wall dressing Orstuece. .,, All other.configurations do not meet the water infiltration' 'requirements for the and must be installed only in non -habitable areas or at habitable lacatiohepiateeted by an'oVerharig"?-e pc:at:190y ttiit the angle tie6ieen the edge ofscanbey,eroverhang to Skis less than :45 degrees. See drawing FLA5210.2';for size and design pressure, limitations.- ..=- 4,StipOrting Doeunielits. 1.. Report No: Test Standard TEL.'01390365 - TEL ETC-05-255-16776 0 ET006-255=17412.0 i$ETC-07-209-19303.0 k 2. Miaml-Dide NOk 17-0712.05 lb0314.11 *3., Drawing No. No. FL-15210.2 4. Calculations Anchoring ASTM E1300 Glass.Load 4 - 5. Quality Assurance' tvy -TAS 20194, 202-94 & TAS 203-94 TAS 201-94, 202-•94 &TAS 203-94 ASTM D,635-98,- 6313-031929-96 2643-99 _ • ASTM G 26-95 ASTM E 64-65' ASTM D 635-98, 63&03, 1929-96 8264399 Testing Laboratory Testing Evaluation Lab.; file:- TestingEvalUatiiiii ETC Laboratories. ETC LahOratories ETC Laboratories 'Materials Saflex PVBlnterlayer (Eastman:CherniCaltompany) 'Royal Mouldings (Ext. PVC) • Prepared' by RW Building COnstiltants. Iric.(CA #9813) Prepared by RW Building Consultants, Inc. (CA#9813)' , Lyndon F. Schmidt-P.E., 'Signed by Lyndon F,SchrnidL William Shelf6ri;rP.t. Joseph L. Doidah;P.E., Jo,seph L. ()olden, P.E. Ben Meunier Sinned & Sealed bY• 4 Lyndon F.Schmidt. P.E. %sec.,. SC. H.,,A44;,.,, Sinned & Sealed bY qt!, • ".-****. Lyndon F. Schmidt; P.E. .4.1" +1,0 • No 43409 do • - ,,Certificate of Participation issued by National Accreditation and Management Inititute; certifying that Plaitpro;Inc is rnanufactUringiistodudti within a'Auality : issurance program that cOrnOlies with ISO/EC:17020 and.Gui'd 53 e . . 0,13 •.,. STATE OF : fo_0.•- .....ove. .., iii.....e. 4te! RVN? Sheeti 011 : II- -toile est10- Lyndon F. Schmidt, P.E. FL PE No:43409 9/10'2017' N O UIfs ... N Off ti Ntis `OO at 3 to co cu Cr Iz EJt U. ,o d. •`a 4 0, LU a plastpr 5200 W. CENTURY BLVD. LOS ANGELES, GA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 0 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. ,3. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, thisproduct 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.ASTMRE 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud construction, "anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6: Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7:ictiguraons meervaemfilfiaan reguirementsiior"'H. All other configurations do not meet the;water infiltration requirements for the '"HVHZ" and must be installed only in non -habitable areas or at habitable'locations protected by an overhang'or.canopy such that the angle between the edge of canopy or overhang to sill is`less than 45 degrees.: _ ' 37.5" MAX. FRAME WIDTH 115.5' MAX. OVERALL FRAME WIDTH 1.5' J Z OL i? 0;z CD s W CO, LL 0 • X C 0 TABLE OF,CONTENT$ SHEET# DESCRIPTION SHEET# a. 1 Typical elevations, design pressures & general notes 9 Vertical Cross Sections (Thresholds) 2 Doorpanel details; ' 10 Horizontal & Vertical Cross Sections (Direct to Masonry) _ 3 Sidelitepaneldetails -- 11 3-Point lock details 4 . , lite:frame-details andglazing details 12 3-Point lock details 5, � Elevation's-, _ _ 13 Buck anchoring' 6 Horizontal & Vertical Cross Sections (2X Buck) 14 ., Frame anchoring 7 - Horizontal & Vertical Cross Sections (1 X Buck) - o- '15 Components 8 , f, Horizontal & Vertical Cross Sections (Direct to Masonry) '16 Bill of materials 4111101111111.11 OX "jca Kts 154:1.9..ge '':gi I. _i > m oTO. s D Mi 37.5' MAX. FRAME WIDTH `j • • a• • •• •• • 9 0 . s x • ,a x r ..2, CONFIGURATION ` '�'°MAX° ,LFRAME:, t}1MENSION DESIGN PRESSURE;(PSF), r ., .7 POSITIVE :4-,GAT ox 0 6 5" x 82 0�,. 7 . „�- € :75.0 �:o oxo 11'0" x 82:0" +75.0 -75 0 See sheets 2 & 4.for hardware and Iite frame design pressure li itations ; • • •• a• • • • • • • • • • • •• • 6 0 CC o r z UN •• x za 4 tco • z ' co a d FE C W t 5'p tea. E' 4:• • • • • 0 ccw• • • , • • •• •♦ •• • • • • • • • • • CO m NN ww ti to r 00 as Dam= 02/.16/12 SCALE: ; IN.T.S. DWG. sr: JK CM. BY:LFS DRAWING fb.: FL-15210.2 sHEE41 _1 . oF16` •• • •• • •• :• •• • • •• • •• • 01 z 3 0 m • Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 2.2 0 v (1.) m a Cr 0 11 a E La) NJ 0 N H m 0 n a O 0 u_ z w cc cc S 0 a c a 0 35.75' MAX O.A. WIDTH 0.7' HINGE STILE (LVL) 79.25" MAX. O.A. HEIGHT / / X \ / / 40 DOOR PANEL Plastpro Fiberglass U �O c•-) ,o SEE HARDWARE TABLE SEE HARDWARE TABLE EXTERIOR INTERIOR 2.8" 0.4" •.., ,...t. • :. ►' i LATCH STILE (LVL) / CAP (PVC) HORIZONTAL CROSS SECTION MANUFACTURER: MAX'DESlGN:?: PRESSURE (PSF),;: i 61IKSET SCHLAGE ▪ INOB:; . DEADBOLT:. KNOB: DEADBOLT: NATURESERIES SIGNATURE RIES (980) "F" SERIES (F51) "B" SERIES (B60/62) ± 75 ± 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 9 and 10 for multipoint lock details. INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.125" MIN. THK.) TOP RAIL (COMP.) • • p ♦ ▪ • • : . ' �► • ♦•y' . : •. • 1 • S: • • . • • a •. • • e e ` •• 11 N • • • • • •• • • • • • • •••••• EXTEAI • .•• • • • • • • • • • • •• • BOTTOM RAIL (COMP.) VERTICAL CROSS SECTION 0, in !a. ▪ / Q 7. cn " `[;` m>ppi Oco mi. C.)o N k• •o v 0 X Z Q a EO1 J m c w Q Ng a r l c 0 E -0 O cw 43 o a: •••• • • •o• •`z • :• • ovc1; w • • W • 0 • • O a PART OR ASSEMBLY: V) J 7e••• t• CI • • • • i••• 4••• • ••• O••• 0 • • • • • • • • • • • • • • • • • • • • • >- m z 0 rn ce N. w 0 0 z • DATE: 02/ 16/ 12 sCAtE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEET 2 OF 16 • • • • • • • • • • 2❑ 1 2 R.W. BUILDING CONSULTANTS INC. Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 3.2 STILE (LVL) 79.25' O.A. HEIGHT HORIZONTAL CROSS SECTION 35.75" DOOR WIDTH C)SIDEUTE PANEL 0.4" 0.63" INTERIOR FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) TOP RAIL (COMP.) VERTICAL CROSS SECTION .0:t Xi 0 rn r) IS CI) 1 .♦:r6rn ��` J>• mOr M '''''Icn ./•. 1.111�'�```` O M °D Z U N •: � v v 0 O Z V • e Ern 9 m o 0 ea m0Ca� •.•• • • • a • • ail) • 1 • —I •• • 0` •• i[ •.. 1411Zp a •• ••• • 1• ;;; • • o ••.1.now .cn.tii IS• .• Cl. ... / • r • o O ' • g •Q • ••'a • • . • �Y m U U CD CD REVISIONS w rn \M N z ��: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEEP 3 OF 16 © 201 2 R.W. BUILDING CONSULTANTS INC. • •• . . • • • •• • • 0 N J LL N O ti O C 0 N cu cr N 0 A E I0 En 111 75, N .tea n to o a W a 0 -00 v u 20.50" MAX. D.L.O. WIDTH 24.22" MAX. FRAME WIDTH 66.35 MAX. O.A. FRAME HEIGHT 62.63" MAX. D.L.O. HEIGHT (TYP.) 20.75' MAX. D.L.O. WIDTH 4.25" f (TYP.) ODL LITE FRAME 24" MAX. FRAME WIDTH 66" MAX. O.A. FRAME HEIGHT 62.75" MAX. D.L.O. HEIGHT • - f (TYP.) (TYP)-� 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. 0GLAZING DETAIL FRAME TABLE MANUFACTURER (L RSL MAX..DESIGN PRESSURE (PSF) >: 75 ±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 1/2" NON -GROOVE SWIGGLE w/ DELCHEM#80 POLYSULFIDE 1/8" BACKFILL #10 X 1-3/4" PPH WOOD SCREW INT. 0 GLAZING DETAIL N 1.86" 14119 0EXT. FRAME 0 INT. FRAME STRUCTURAL SILICINE (DOW 995) 0EXT. FRAME F. Zvi' • co V�' • z 44. OS o rn M 5.1 >na co U N •: v E 'O U pZd Z U Ern o o 0.N� mamam M [ Z oo c w 1.06" r- 0INT. FRAME 0SCREW CAP ..•. • • • • •••• • • • cc •• • • • •U • • () ••.• • • • • • • U• • • •• • •• • • • • • •• • n' •• • • - •• • PART OR ASSEMBLY: -3-Sm U U mm 0 O Z W W _O I- Q rn M NCO DATE: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 UPDATE TO SHEET 4 OF 16 201 2 R.W. BUILDING CONSULTANTS INC. Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 5.2 a N ro ro 0 E to 10 rn 0 LL N J N IJ i ro trt n n ti 0 O 0 lL ii. 0.0 ELF▪ . CL \ • v s ELEVATIONS (X® , OX) .5} 0 5 \ / / \ 0 \ / X N / / \ 4 \ \ / f \ 4 6 0 D 4 ELEVATION (OXO) D > Of • f*i 03 O r) Z N •• U x z pz fn U D CC m maati •••• • • • • •••• • • • •• • •• • • 6.• • ZO •••• cterr r(�• •• s• • (Loa • •••• • • • SL • • C~i • •••• • •• Q • • • •• • Ix • • ce • • •• • PART OR ASSEMBLY: ••••i i • • • • • i fn • • 4 • J' • • 4 1041 • • / •� • • • • 4 • • • • • 4 • Y Y m REVISIONS vf- ^o NCO DATE: 02/16/12 SCMI: N.T.S. DWG. By: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 • • • • • SHEET 5 OF 16 • • • • • © 201 2 R.W. BUILDING CONSULTANTS INC. Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 6.2 w N f0 0.1 a co 14 co rn u. N > 0 u- 0 0. 0` 0 LL LU ce 2 0 0 a a - c a� 0 0 1-1/4" MIN. - EMB. (TYP.) co 4 a oa A 4 D .o c111111111111111/1''111 4 D el 44 4 d 4 4 . 0 0 NOTE 1. Spacing for item K: 6" from each end and at centerline. (3 Total) 2. Sidelite assembly screws located 6" from top and bottom then 5 more equally spaced (7 total). 1 0 1 0.15" C-SINK (TYP) 00 0 ir • 0 CD HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) SEE NOTE 2 co Q 0 m TI//fir ////;_// r 0 HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) 0 0.15" C-SINK (TYP) SEE NOTE 2 INTERIOR EXTERIOR EXTERIOR 0 •\\\`\\\\\\\\ HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) 0 \\`l\\\1\\\\ 11111U\; 0 A. 4 n SEE NOTE 2 INTERIOR FAN 1-1/4" MIN. EMB. (TYP.) EXTERIOR 0 k :\\•\\\\\\\\\\\\\u.. iii,izrurr 00 0 0' INTERIOR HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) EXTERIOR 3 VERTICAL CROSS SECTION Outswing shown (Inswing similar) INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION Outswing shown (Inswing similar) t‘‘.: ..... ...... z Z. 0 4•A-*ells c .A =ci =V * glEz g44i0S ti 'fie •• • ' �, ♦ `` J > ri • . • .. .. • • •••. • • • • •. .. • • • • • • • • • •. • N ce 0 X z . z 0 U — o.2 pa- 0) m 0_ II ••.• • • •••• . • • OA J •_ co• w iQ • � U • 0 D • o • c • a 0_ .'�•'• •• • Y Q� GO.• CCX• aN, y -‚0 Her• 0 • �(!t.• • •••. >m N N DATE �LLI H ^moo 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 z 0 .. • • .• SHEET 6 OF 16 • •• • • •• • •• • •• • Z❑ 1 6 R.W. BUILDING CONSULTANTS INC. N n 10 '.d c N LI- LL 0 N C 0 A c w Cr 0 10 0. 40 .0 LL LO > 0 N J US To CL 0 10 v s W CC CC LU 0 c 0 0. 01 0 O ay. 0 0 �v V 0 a . :11111711111!N t111111 0 va i 0 0 INTERIOR NOTE CD • \ED 1-1 /4" MIN. EMB. (TYP.) EXTERIOR (\ 40 HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 1. Spacing for item K: 6" from each end and at centerline. (3 Total) 2. Sidelite assembly screws located • 6" from top and bottom then 5 more equally spaced (7 total). 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) VERTICAL CROSS SECTION Shown w/ l X sub -buck Outswing shown (Inswing similar) C7l VERTICAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) • • • • • •• • • •••• • • .•.• • . •• •• • • • • • • • • • • .• • 0 0 a •..• • • all 1 (4; O• • p • Ettell •• bra.. 113 ?�'•< CZ• 0 • 1 ••.•� IE • •• I — • � U U�• ctx — 45 z� Ni •• E� O _01• • .• • •• •x 0 Li. U ►t z O W Q 0 O z DATE 02/16/12 SCALE N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEET 7 OF 16 • • • •• • • • • • • • • • .. • •. • • • • • • • • • • • • • © 201 6 R.W. BUILDING CONSULTANTS INC. -15210.1-6.dwg, 8 \C - Drawings\FL-15210 (2017) ro CU CO 0) cdfl//U(7///!J/t !N II out .,,, , 0.,% 1-1/4" MIN. EMB. (TYP.) INTERIOR EXTERIOR HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) NOTE 1. Spacing for item K: 5" from each end and at centerline. (3 Total) 2. Sidelite assembly screws located • 6from top and bottom then 5 more _ equally spaced (7 total). SEE NOTE 2 1-1/4" MIN. EMB. (TYP.) 17• HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) VERTICAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) VERTICAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) • • ` D >- `jO o rcn z i°0Z O N •: O x Z .4 Z m 0 5 . t m m aa� • • • • • •• • • •••• • • • • • • • • •. •• • • • • • • • 0 • • • 0 •• • a • • 1 • ••� •• Ci O • Z 1 0„,...,, n••q V)U• u • Q- m' aU CC cc • .0 • •' • • . • cc Or O Z Q1 •• • E F-: • .13>6.••• z▪ N OD Ni Cam' • . ' • U 0 0 0 Z W W O Er) to WW I- I- 00 > j z DATE: 02/ 16/ 12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEET 8 OF 16 0 z F z 4 7 w z 0 U 0 z 0 _J 7 3 m 0 • cc Cr; 0 /V .ti lL n N LL N ti en cue b N CCI v CO ti A n E cL- rn N > N ltl J N 10 O 7 :Pc LL Z z a f cc W a C 0 a tcs m c v U 2' EXTERIOR • cis W INTERIOR / 1 l VERTICAL CROSS SECTION Outswing configuration EXTERIOR oGo. D e. ' it VERTICAL CROSS SECTION Inswing configuration INTERIOR m 0 a EXTERIOR VERTICAL CROSS SECTION ADA Threshold VERTICAL CROSS SECTION. Outswing configuration INTERIOR NOTE EXTERIOR VERTICAL CROSS SECTION Inswing configuration 1. Spacing for item K: 6" from each end and at centerline. 3(Total) O U to co to cnN orn of M >°ro03 rn M omo M Z N X C oZo co c W p o a 00 • • • • . •• • • •••• . . ••.• •• .• •• • • • • • • • • • • cc •• • • • 1• • • • • I • • • • • ZO• • C oa.l a1.. ci a-m•• 1 •c • p •• 0_ • • • ••• P Q • J COO Or• Cr W =• U •I Z" 0 I c• • •• • -m 0 0 m CO N N Lo to If) CI 0 C tO n N,_O DATE: 02/ 16/ 2 SCALE: N.T.S. DWG. BY: JK CHK. eY: LFS DRAWING NO.: FL-15210.2 REVISIONS • • • • • •• • • • • • •••. • .•. • • ••. •..• • • • • • • • • • • • • SHEET 9 OF 16 © 201 6 R.W. BUILDING CONSULTANTS INC. • Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 10.2 0 N A 0 c Co Q a 0 n E u, rn v lL 7V > (V Lf1 lL u, f0 O CL O d O Z CC CC LL1 a n a) fY - Notes: 1. Spacing for item L: 6" from ends and 5 more - equally spaced along sidelite (7 total). - 2. Spacing for item L: 3" from each end. VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR 1-1/4" MIN. EXTERIOR EMB. (TYP.) (1)HORIZONTAL CROSS SECTION 10Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR 0 EXTERIOR VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16 jamb SEE NOTE 1 •�.,.'d /,i m ♦ ' . in ♦ Q• �.;V+ MAX. _,•'s c p�J� v M 7.0 ! * S g <=z �rn 3 N j ° 044 - Z .1�� orn .V►=. %IOCO az0) �// ... ft J > `O co ///i��lll 111 Vit```` Z O o0 6 O _ 0 N •• Z za z \\j o E0) 5mo Na ?0=Q . m aa� cZ 3 '�O • O C W • O J• Td 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 6-9/16'jamb • • • • • •• • • • • • • • • • • • • • • •• •• • • • v • • D • • • o • • •• 'CC a • • •••• CC. • •o • • z o• EnP c• • •o • Et •• •a • • • • • • - m O 0 N'- d WW F-ti 60 in UPDATE TO UPDATE TO • DATE: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEET 10 OF 16 ••• � • ••. • ••• • •• • •• ••• � • ••• • ••• • © 201 2 R.W. BUILDING CONSULTANTS INC. Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 11.2 w N la c cr 0 ro n E N ,13 O n t v 0 a_ ro LL z W a C 0 n d• - aa) u • MANUAL RAISED TONGUE GEAR SYSTEM dr 22 HOPPE MULTIPOINT LOCKSET HLS9000 3-Point 'Tongue" 1" 23 MULTIPOINTSTRIKE PLATE CV CO 25 LATCH AND DEADBOLT STRIKE PLATE Tongue system ovolittiti ee • co .... .....- ....e 0: v. * i g 4 LT Zit g is 1-;\ ...1::: C.) 11 to :• z a 41; O - rn �%V •• ;••yy� ii-0 o M ''fie . f i 11 ‘‘‘• `` co ` Z o rj co o 1 O ri Z ^ U N `� • 0 xZU V°aip zmcw o O oa a rnvh m aaE ✓ LL 0 c cZ • v . o C lLI O ..1 a. • • • STRIKE JAMB • • • • •. • • • • • • • • • • • • • • •• •• • •• • • • • •"♦ �``` J O f(0 to > co CC O U zo CGO •V)C�'• )w' gym• U •.• • • 'o • • • C) .• • • • • • • 4 • • • •• • • • • • . . ASSEMBLY: O N J O J z • • • o • a••• ••• • •••• • 71fir •• • CO CO LI,•••4 00 • • • • Z 0 (7) t \ � H r. NCO DATE: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEET 1 1 OF 16 • • • • • • • • • • © 201 2 R.W. BUILDING CONSULTANTS INC. fV `o LL co N 0 N LL •3 ra C7 � v O N lL co CV 1-1 LL N To O n 0- 2 ra a LL Ce a 0 v, a ENDURA TRILENNIUM 3000 3 pt. Lock O N • • U) • • • N •• • N STRIKE JAMB DETAIL a' U o O Z O N FL- S• •_J Nam 5W• i&I v! aa?•ce i O • • • • •••fa. J J Z • O Q.. • ni • • 11 • •�•Y�-•i es m • • C • • • • • •• • • U 0 •••• � • • • •••• 0. • • •• •• • • • • • • oys(-) C.)••.•l • 4 • IN • N N UPDATE TO 6-0 cNI DATE: 02/16/12 SCALE: N.T. S DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 • • •• • cn Z 0 •••• • • • •••• • •••• • • •• • • • • • •••• • • • •••• ••• SHEET 12 OF 16 U 2C 1 2 R.W. BUILDING CONSULTANTS INC. • • Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 13.2 0 N co d 7 Q O. 0 a E rn v .0 S N J LI- P_ N a ij 0 Io s z a LU ILI Li C 0 O. 4" (TYP.) 8" (TYP.) [_*-_4" (TYP.) • TYP. HEAD & JAMBS MULLION I — SHOWN FOR REF. 4" (TYP.) 8" (TYP.) • • TYP. HEAD & JAMBS 4" (TYP.) —a 8" (TYP.) MULLION ----•-I SHOWN FOR REF. BUCK ANCHORING BUCK ANCHORING OX OXO CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners 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 required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR .. TYPE -ANCHOR SIZE MIN EMBEDMENT M.IN CLEARANCE O. MASONRY': EDGE MIN. CLEARANCE TO ADJACENT. ANCHOR :..:.. ITW TAPCON® 1/4" 1-1/4" 2" 4" puma Imm i11(TYP., • • • • •. • • • • • • • • • • • • • • •• •• • • • • • • • • •• • CC • o z z0o 0 o� _ j_ U 2.4J. m Q 7• w cn Y•.• • U • • • • 0 • O • •••• ••.• • • a •••.• a ••••1 • 7 :lb.: •• • • w • • • 1 • • • •• • •• • • • • • • • 1 • UPDATE TO rn Mo N .- O DATE: 02/ 16/ 12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 z _O 1 cc SHEET 13 OF 16 .. • • • • • • © 201 2 R.W. BUILDING CONSULTANTS INC. v d ti N 1-i N J LL 0 N LL 3 0 N 10 ro 0 Q n 0 n E u. m OJ T O N U'1 -J 0 0 0. a 0 a 0 0 L z 0 n ro - w t 6-9/16" JAN1T3 DIRECT TO MASONRY JAMB (TYP.). (SEE SHEET 10) 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 required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MIN::CLEARANCE EDGE ..:,::........ MIN CLEARANCE: 70 A:DJACENT ANCHOR .. ITW TAPCON 1/4" 1-1/4" 2" 4" t eigs ULTRAGON •1/4" 1•1J4" 1^ ITW TAPCON® 3/16" 1-1/4" AS SHOWN 1-1/2" WOOD SCREW INSTALLATION NOTES: J. Maintain a minimum 5/8" edge distance, 1" end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. T' (TYP.) T' 3" (TYP.) (TYP.) 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS TYP. MULLION IL it 6-9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 10) 11.0 LATCH AND DEADBOLT Details FRAME ANCHORING OXO HINGE DETAIL Inswing DIRECT TO MASONRY 1X BUCK 2X BUCK 'o 0, Lri —0 • • • • • •• • •••• • • • • • • • • •• •• • • • • • STRIKE MULLION.' : HINGE DETAIL Outswing DIRECT TO MASONRY 1 X BUCK 2X BUCK 0 a a. M c Q E 0 0 0 0 0 z 0 5 m 0 0 z 0 CCCn D .� o•• • 0 • 0 •••• Cc • 0_ •••• • •• • • • . • J m .w 0 cc a z 0 0 z w Z••• EC • • • • • •••, 1 • •• • • • • .• • • • •• •. 0 0 W co 0 ti 0 0_ 0 0 W 0 0 D •• • • • .• •• • •• •. cn z 0 0, in rn w 0 O z DATE: 02/ 16/ 12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 •• • •• • •. • • • • •• • •• SHEET 14 OF 16 • • O 201 2 R.W. BUILDING CONSULTANTS INC. Drawings\FL-15210 (2017)\FL-15210.1-6.dwg, 15.2 v Psi C7 c c w Cr ea E 1) rn D LL N N ttl LL 0, m 0 n n ti 0 to- z LU W a_ 0 n a 0) ✓ v 30 OUTSWING THRESHOLD DLP (QOSR) OUTSWING THRESHOLD 32 DLP (QOSH) 5.67' 33 OUTSWING THRESHOLD Endura (Z-Series) 5.625' NV Q INSWING THRESHOLD • Endura (Z-Series) OOUTSWING THRESHOLD Columbia High Dam (581) O OUTSWING THRESHOLD Columbia (575) 38 INSWING THRESHOLD Columbia OINSWING THRESHOLD 37 DLP (ISCS) 4.56" I 2.44" 2.13" OPOLY FIBER JAMB Plastpro 4.56" 2.36" OWOOD JAMB 2.7' O WEATHERSTRIP Endura Force 5 M Zo = o:t .4. * Li g: <= F. _i r, NO may' Z a41;:• 0" u O LA 2.5" � V' • .e gym a to M ''''-ii„ 1. 11��‘o o z ao 0 Io M z 0 tV •: OUTSWING SIDELITE ADAPTER N t' v z o z 35 o ELn omm \ o o -1 o a v 0. �' m a E. m N .• N . cz G Jd 39 INSWING SIDELITE ADAPTER � ADA THRESHOLD DLP 0- a cD 2.088" ith6 ODOOR BOTTOM SWEEP CC •0 00 cen e• • m • • • ▪ • �� • :En14.1 ••• . ••.• •...• Q . . .•• .. •••. • • •.•I Pe. • • • .�.d • • • • • . . • • • P • m m•••• • • I L_ Li. • • • . •• • .• n .•.• • . • • II 1 '' O CO () LLal LtJZ 0 I- CC I- i_ C D_ d N _M rn • • DATE 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.2 SHEET 15 of 16 •• • • •. • • •• • •• .• • . 201 2 R.W. BUILDING CONSULTANTS INC. s\FL-15210 (2017)\ ue and Glazed\C - 0 HVHZ Fiberglass - I a Product Approvals\FL-15 HILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A 1 X 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 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 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 39 INSWING SIDELITE ADAPTER VINYL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR 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 88 2X REINFORCEMENT SG >= 0.55 WOOD • • • • • •• • • •••• • • • • .• .. • • • • • • • • •• • 0 U0 zo .4.00 • o"' a••• OR ASSEMBLY: ccF- a J Q J II _J • • • • • • •• • • • • • • • .••. • • • • • •• • 03 w • •.••►. • 00 •. • • • W 0 FP - a REVISIONS 0 z DATE: 02/ 16/ 12 SCALE: N.T.S. DWG. BY: JK BUILDING CONSULTANTS INC. CHK. BY: LFS DRAWING NO.: FL-15210.2 0 SHEET 16 OF 16