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WS-18-924Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit No. '} VS-4-18-924 ■ Permit Type: Windows!Shutters or* Classification: Window/Door Replacem Perinit Status: APPROVED Issue Date: 4110/2018 Expiration: 10/07/2018 Parcel Number Applicant 1199 NE 102 Street Miami Shores, FL 33138-2649 1132050190010 Block: Lot: NIHAR PATEL Owner Information Address 1199 NE 102 Street MIAMI SHORES FL 33138-2649 1199 NE 102 Street MIAMI SHORES FL 33138-2649. Contractor(s) PRESTIGE WINDOWS & DOORS Phone (305)820-5999 CeII Phone Phone Cell Valuation: Total Sq Feet: $ 25,000.00 0 Type of Work: REPLACING 12 WINDOWS AND 1 DOOR TO No of Openings: 13 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $3.45 $2.30 $5.00 $230.00 $12.00 $20.00 $287.75 Pay Date Pay Type Invoice # WS-4-18-67103 04/10/2018 Check #: 4170 04/10/2018 Check #: 4171 Amt Paid Amt Due $ 50.00 $ 237.75 $ 237.75 $ 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 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or e required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWf,MMI OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate construction and zoning. Futhermore, I authorize the above -named contractor t Authorized Signature: Owner / Applicant / Contractor / A Building Department Copy c liance with all ordinances and regulations e pr er authorities of Miami Shores Village. In ployes, I understand that separate permits are OL wo pliance with all applicable laws regulating April 10, 2018 April 10, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 tFBC 20 ( Master Permit No. V V S (G - ' 44 Sub Permit No. Ix BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL 1PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1479 0_, l oa 5 T City: Miami Shores County: Miami Dade Zip: 3 3q 3 g Folio/Parcel#: 1'1-32o J ^ 01 00i 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: 1199 _19 N City: f1a01l SiorcS Zvi is r Poffi Phone#: 2Ug 561 1J°�'3 State: Ho Zip: 33 13 g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: I reh 9C WI dow us DrK1313 Address: S-115-0 tat/ 'C (01 57 City: I / ) I4 h')) State: -PI0)4 C Cj Qualifier Name: C ii 5+fl Q SCGI V7 ZJO Phone#: o 5viuG-(1 Zip: 30/1+ Phone#: (30 C 2.qq 9 State Certification or Registration #: CO 0, I QS. 16 81 Certificate of Competency #: 1 DESIGNER: Architect/Engineer: �nr1j) nrel! Ps EK 1 S ,, Phone#: 9 r43 `4 O 6'6O Address: 1 bo if h Av (� City: €f rf J Qp 4T EfO i State: L Zip: 3 3'f q-a- Value of Work for this Permit: $ a GJ) D U) , Do Type of Work: n Addition ElAlteration Description of Work: R€p(aC n9 I Lu11 tv Square/Linear Footage of Work: ❑ New Repair/Replace CI kid 1 Ci 'YY' )oCt Demolition Specify color of color thru tile: ^-�� - 00 Submittal Fee $ l) 'cam • CD Permit Fee $ • ✓d CCF $ CO/CC $ Scanning Fee $ Radon Fee $ - DBPR $ =0.3 .S Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ g3 • •- (Revised02/Z4/2014) 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 su • •osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature_ Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this a6 day ofp os dA , 20 I O , by Q 6 day of G(CIt , 20 ( Z� , by ate N) �I ar P-1' , who is personally known to 1.1 S tl i14 •CrG VZtZZO , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLI : Sign: 00111& Print: _ / Seal: AOR1 Ns Notary Public State of Florida Jessica Gonzalez v My Commission GG 107252 0, 0d Expires 05/23/2021 APPROVED BY (Revlsed02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************* I Plans Examiner Structural Review Notary Public State of Florida Gonzalez Gonnzalez My Commission GG 107252 ***eivO ***EiR s*VMW1********* * ** Zoning Clerk 3/26/2018 Property Search Application - Miami -Dade County FFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-019-0010 Property Address: 1199 NE 102 ST Miami Shores, FL 33138-2649 Owner NIHAR PATEL ANELIA SHAHEED Mailing Address 1199 NE 102 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 / 3 / 0 Floors 1 Living Units 1 Actual Area 3,105 Sq.Ft Living Area 2,529 Sq.Ft Adjusted Area 2,787 Sq.Ft Lot Size 12,220 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $439,491 $409,050 $372,902 Building Value $193,975 $193,975 $193,975 XF Value $2,925 $2,963 $2,400 Market Value $636,391 $605,988 $569,277 Assessed Value $412,626 $404,140 $401,331 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $223,765 $201,848 $167,946 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 1 BLK 175 LOT SIZE IRREGULAR OR 19999-0880 10 2001 1 Generated On : 3/26/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $362,626 $354,140 $351,331 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $387,626 $379,140 $376,331 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $362,626 $354,140 $351,331 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $362,626 $354,140 $351,331 Sales Information Previous Sale Price OR Book- Page Qualification Description 02/16/2018 $775,000 30871 1784 Qual by exam of deed 01/21/2013 $100 28453 4585 Corrective, tax or QCD; min consideration 10/01/2001 $405,000 19999 0880 Sales which are qualified 09/01/1997 $0 17809- 3440 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress • inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme ier/Owne I o 3(a77/-i g Cd Date Print Name a cpv Poe Notary Public State of Florida ° '' Jessica Gonzalez Q My Commission GG 107252 o, n Expires 05/23/2021 Job Description: Replacing Windows & Doors To Impact 20 Openings 1. Horizontal Roller Window 111" x 50.625" 65/65 NOA 17-0918.09 2. Horizontal Roller Window OX 74" x 50.625" 65/65 NOA 17-0918.09 3. Horizontal Roller Window 111" x 50.625" 65/65 NOA 17-0918.09 4. Horizontal Roller Window OX 74" x 50.625" 65/65 NOA 17-0918.09 5. Double French Door 72" x 80" 80/80 NOA 17-1226.05 6. Rectangle Fixed 67" x 79.625" 50/50 NOA 17-0926.18 7. Rectangle Fixed 67" x 80" 50/50 NOA 17-0926.18 8. Rectangle Fixed 6T' x 80" 50/50 NOA 17-0926.18 9. Rectangle Fixed 67" x 80" 50/50 NOA 17-0926.18 10. Rectangle Fixed 67" x 80.25" 50/50 NOA 17-0926.18 11. Rectangle Fixed 67" x 80.25" 50/50 NOA 17-0926.18 19. SN Casement Window 37" x 38.375" 98.5/98.5 NOA 17-0918.11 20. Horizontal Roller Window OX 53.125" x 50.625" 65/65 NOA 17-0918.09 Nihar Patel 1199 NE 102 ST Miami Shores, FL 33138 SLIRJFCT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND RFGUI Al IONS BLDG DEPT ZONING DEPT� APPROVED Miami Shores Village BY Z. .7 DATE 3, D 0 MASTER m BEDROOM egress BEDROOM 4 egress KITCHEN DINING LIVING ROOM 11. 10. FAMILY ROOM 9. 8. 19. BATHROOM BEDROOM 2 egress 5. 'J 4. 20. BEDROOM 1 egress 2. .• ..• • • • • • •• • • • • • • • • • • • • .• • • • • •• ••• •• • • • •• • ••• • ••• • • • . • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • • • ••• • • • • • • • •••• ••••••• • • • •• • ••• • • • • • • • • • • • • • • • •• ••••• .. • • •:•• •• 01/09/2018 - 12:34pm internl V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEPRESSURES Mean 7 Roof DESIGN PRESSURES (PSF) - Z • E 4 Area of Opening (Sq F --` Height 0 20 30 ! [504t- 0 -10 ft 49.1 47.1 45.j✓ 45.1 4 `(+45.3 +43.3 +42.1 41.2 4l 15ft -52.7 - 0.5 - -4 .3 `47- +48.6 +46.4 +45.1 +44.2 +43.5 20 ft -55.4 -53.1 -51.8 -50.8 -50.1 +51.1 +48.8 +47.5 +46.5 +45.8 26 ft -58.0 -55.6 -54.2 -53.2 -52.4 +53.5 +51.1 +49.7 +48.7 +47.9 30 ft -59.5 -57.0 -55.6 -54.5 -53.7 +54.8 +52.4 +50.9 +49.9 +49.1 36 ft -61.4 -58.8 -57.4 -56.3 -55.5 +56.6 +54.1 +52.6 +51.5 +50.7 40 ft -62.5 -59.9 -58.4 -57.3 -56.5 +57.6 +55.1 +53.5 +52.5 +51.6 45 ft -63.8 -61.2 -59.6 -58.5 -57.7 +58.8 +56.2 +54.6 +53.5 +52.7 50 ft -65.0 -62.3 -60.7 -59.6 -58.7 +59.9 +57.2 +55.6 +54.5 +53.7 55 ft -66.1 -63.3 -61.7 -60.6 -59.7 +60.9 +58.2 +56.6 +55.4 +54.6 60 ft 67.1 64.3 62.7 61. - 60.6�G +61.9 +59.1 +57.4 +56. INTERIOR ZONE@), EXTERIOR SON a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF-MROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF HEIGHT EXTERIOR ZONED® PRESSURES 20 ft 26 ft 30 ft 36 ft 40 ft 45 ft 50 ft 55 ft m r m z ELEVATION lli-LISdW-00 COPYRIGHT ENGINEERING EXPRESS© REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART 'WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. ft 10 - 60.7 +45.3 -65.1 +48.6 -68.4 +51.1 -71.6 +53.5 - 73.4 +54.8 -75.8 +56.6 - 77.2 +57.6 -78.8 +58.8 -80.2 +59.9 -81.6 +60.9 -82.8 +61.9 DESIGN PRESSURES (PSF) - ZOJVE 5 lit Area of Opening (Sq Ft 50 -51.2 +40.6 -54.9 +43.5 -57.7 +45.8 -60.4 +47.9 20 -56.6 +43.3 -60.7 +46.4 -63.8 +48.8 -66.8 +51.1 -68.5 +52.4 -70.7 +54.1 -72.0 +55.1 -73.5 +56.2 -74.8 +57.2 -76.1 +58.2 -77.3 +59.1 30 -54.2 +42.1 -58.1 +45.1 -61.1 +47.5 -64.0 +49.7 -65.6 +50.9 -67.7 +52.6 -69.0 +53.5 -70.4 +54.6 -71.7 +55.6 -72.9 +56.6 -74.0 +57.4 GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT 40 -52.5 +41.2 -56.3 +44.2 -59.2 +46.5 -62.0 +48.7 -63.5 262.0 • .9-.� 9. `152, -68.2 . - +53.5 +52.7 -69.4 -67.7 +54.5 +53.7 -70.6 -68.8 +55.4 +54.6 -71.7 -69.9 +56.3 +55.4 WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 5__60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING,14&4NI IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE BELOW LEFT OR INFOR • ' ION-PRROVIDED Y- THERS. 1.1. ANY QUESTIONABLE •P - TO BE_CONSID THE MORE CRITICAL (EXTERIOR) ZONE 5. I 2. IDENTIFY THE BUILDING M e • I VE REJGHT FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANNOT E F D,' PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP�p F TO NE iLE VALUE. 2. VALID FOR ALL ROO S ` ESQ_ F Fk.SLOP@S EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY AREA O��PE��IItfN I U STION AS THE GREATER OF (HEIGHT * DTH) OR THE SPAN LENGTH (HEIGHT) AN FFEG'fIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU COPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4.4.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: rrTABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 S CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. /2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. "'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS Itiki THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES ISED HEREIN. 10. THIS SPECIFICATION DOES NOT •FFERA BROD •V D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH . • -.. • • LS OR..DESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS Td : T/E' • .ER , ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR E O' - •' + ANCES. 12. NO CERTIFICATION IS OFFERED' Ojt� - EG• r • 5 HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE • ER �.. • • DD y ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. LEAST HORIZONTAL DIMENSION O PLAN VIEW COMPLEX CORNERS clnmulzmpm-n-t ulmz20.-.00r22m m>L1 CSAOm�mG1 2 'G1 rr > U Ln D mO9Om• rnu- & 0 r z 2. r� D A =O z �oDm>V.Ro rnFOLlm:�i3 GT D"'mO>z r) zO D Zr-zzD IOz:iu)z ▪ Z p Z 6 { D nc T5▪ 2 inmm-i 2r"r rn Aar "vuMMM 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 M 1A 2 rn DT z� O= tn 1-1 Z T. Z m r 0 m m z 0 rn In v rn 51 0 0 ni m In i`d3S V l` n is •• • • • • • • • ••• • • • • • •• • • • • • • • • • • • ENGINEWRIEJG EXPRE8O ®:' CORPORFIE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33441 • P: (954) 354-0660 F: (954) 354-04V CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.O• : • • ENGINEERINGEXPRESS.COM •• • • • •• • • • • • • • • rn CD m `O z z D • • •• • J • • • • • •• • • •••• • • • • • • •.•. • • • • � • • • • •••• • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION N �! F ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 COPE: 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 • _,"_•.. y.e eloci Hurricane Z. DESCRIPTION: Series "238" Aluminum Fixed Window — L_lI.L • • •IIINAMI-DAS)E COUNTY • • PRODVCreONTRQL• SIMTION Imes sN 26 Street'k'bbm 208 T (786) /165•?*99p F (786) S 15-2599 ws&v.►ntamidade:gow/scanomv • •• • • • • • • •• • •• • • • • • . • APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M..L)", sheets 1 through 11 of 11, dated 02/19/99, with revision L dated 02/01/18, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile. Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise -noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. LNSPECTION: 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 revisesand renews NOA No. 15-0512.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0926.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 Page 1 • • 4 • • • • .•.• • • • • •• • •••. • • CGI Windows and Doors, Inc. • •••• • • • •••• • • • • • • ••.• . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITPI D: •• •. •••. • • •••• ... • • • • • • • • 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's • A. DRAWINGS • 1. Manufacturer's die drawings and sections. • • • (Submitted under NOA's No. 01-0918.01 and 15-0512.16) 2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. 'PESTS 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'1 and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA. dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0512.16) 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, Duraseallii and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. •CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0512.16) 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. (Submitted under NOA No. 15-051 16) 4. , 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 aluminum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HF,TI-08-2143, HETI-08-2144, - HETI-07-4287 and HETI-07-4298, dated 06/27/0-8 and 07/17/08, all signed and sealed by Cand.do F. Font, P.E. (Submitted under NOA No. 08-1114.06) agf Man ' ez, P.E. Product Con • .' xaminer NOA No. 17-0926.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 238 aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, .ddtttl. from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abrahanl.,,'�; (Submitted under NOA No. 08-1114.06) ..:• .• • 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94 . 2) Uniform Static Air Pressure Test, Loading peITISC TA5.2Q1.94 • 3) Water Resistance Test, per FBC, TAS 202-9.4 .. • • • • • • 4) Large Missile Impact Test per FBC, TAS 2QI 4 • •.,, • • • 5) Cyclic Wind Pressure Loading per FBC, T IS •2p3:-94 along with marked -up drawings and installation diagram of'. series 23$• ..jiiriuns fixed window, prepared by Hurricane Test Laboratory, Inc., test 1teport No. HTLs 0080-0303-96, HTL-0080-1107-98, 1{TL-0080-1127-98, 1i'1L 0080-060--•,•HTL.- 0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No, 01-0918.01) 7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 08/05/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0903'.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami --Dade Department of Regulatory and Economic Resources (RER). Manuel ' z, P.E. Prod-uct Contra miner NOA No. -0926.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 E-2 • • • • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacitee4 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 GIass 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 0619/14, on 05/21/16. • • • • .... .' F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 5`h EdiHori (2014 . al. of ntJ • financial interest, tinted August 6, 2014, issued by AI-Farooq ;ation,.ined ana . . sealed by Javad Ahmad, P.E. (Submitted undeslp.4 No. 11 Q263.06). • 2. Laboratory compliance letters for Test Reports No. HTL-0080:03t1:07, • • HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurticane• Test:LarTatorr • Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vim} Jr.Nbraha n P E.• • (Submitted under NOA No. 08-1114.06) • •• • 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and HTL- 0080-0203-99,issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01--0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseal @ and Super Spacer® Standard warm -edge flexible insulating glass .spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 14-0903.06) G. OTHERS 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - Livid.", approved on 12/24/14 and expiring on 10/26/18. Manuel Per Product Control E er NOA No. 17 09 6.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT FED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision L dated 02/01/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cor ipj7ii witati.0 6th Edition (2017), dated 09/21/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE .... . . .... . . .... 1. Miami -Dade Department of Regulatory and Economic Resourca( R) • • • • • • E. MATERIAL CERTIFICATIONS • • • •1. Notice of Acceptance No. 17-0808.02 issued to Kuraray Itmefica, Inc. for theig • "SentryGlas® (Clear and White) Glass Interlayers" dated •1'2/21$/17, on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18.. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. . . • .• • • . . • • • F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5'h Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 29, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.16, issued to CGI Windows and Doors, Inc. 'for their Series "238" Aluminum Fixed Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. E-4 Manuel Per Product Controler NOA No. li F • 6.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 WINDOW VIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP p 111 NF.RAI. WINDOW SECTIONS •NGE FRAME DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING API IChW F ASCE 7 STANDARD. - SEE CHARTS ON SHEETS 4 1614.1 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE USING CHART ON SHEET 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE IF ALUMINUM BUCK SYSTEM IS USED 115E CHART ON SHEETS 10 & 11 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SFI4LL APPLY TO ENTIRE ST6I1M. FOR GLASS TYPES REFER TO SHEETS 4 THRU 6 AT EACH END AND 18' 0.C. ON SHORTER SIDES 20- 0.C. ON LONGER SIDES DL Ira 2 1/2' VENT WIDTH VIN1X]V WIDTH 1' WINDOW HEIGHT INDOW WIDTH VENT WIDTH WW-2' D.L OPG A 6' MAX. TYP. HEAD/SILL CORNERS a O. 3 0 3 11 Fr I1 0 FOR MUWON/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. TYPICAL ELEVATION (FLANGE FRAME) m yI 1Q U SURFACE APPLIED FALSE MUNTINS OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17' O.C. ON LONGER SIDES 1B' O.C. ON SHORTER SIDES NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDR10N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY 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 R ANT, SPACEAAS WMON•DE*JLS• AND INSTALLED PER MANUrS INSTRU QNS. SP 1tIDAtWT� 0 �S� MATERIAL SHALL BE BEYOND WALL DRESSIF OR �. • • • • • • A LOAD DURATION INCREASE IS USED R4•DESK1 Si► ANCHORS INDD WOOD WILY• • • ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO SIttL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DI$SIIMILAJA MATERA S SHALL MEET THE REQUIREMENTS OF THE 2017 FLO�WAS LUG7GG ((AADE & ADEPTED•SI, DARDS.• THIS PRODUCT APPROVAL IS GENERIC CND DOES NOT 0\ E INjORMATIO • FOR A SITE SPECIFIC PROJECT, i.e. LIFE S6F0TY 04 THIS POODUCj, AD6Ij1UAA Y OF STRUCTURE RECEMNG THIS PRODUCT AND EEAUNG N2OYND G1piNING FOR WATER INFILTRATION RESISTANCE ET01 • • • CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFF1CVL • !THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. • • •I SHUTTERS ARE NOT REQUIRED. • Fzia ©22 T, PRODUCT REVISED as complying with the Ftor lda Buiidyg Code Now No 17-0926.18 • Date 10/26/2023 • • oPr h1la U Q ' de Product C lit A .....}ram. 8 TE OF sseoidal '1/11111111 a 1-w 0°0 ff to q66 V °5p 0 aco Q: 0M0 4Vgi. J o 4 wa2 a 0 U vl Z C 2 a a 9 3 S 2 r- drawing no: W99—? 0 (sheet 1 of T 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • D.L DAG . EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME FOR GLASS TYPES, REFER TO SHEtib 4 THRU 6 i FI AT EACH END AND 18" D.C. ON SHORTER STDES 20" O.C. ON LONGER SIDES WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L OPG. WW-6 1/2" WINDOW NEIGPR tF HEAD/SILL CORNERS 19" MAX. TYPIQA1.. ELEVA11ON (EQUAL LEG FRAME) SURFACE APPLIED FALSE MJNTINS OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES • • • • • • • • • • • • • • • Fap22e9 • • ••.••.•.•• • • • OOOOOO • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Budding Code _ SI • •• •• •• • •• •• •• • ttoas�to. 17-0926.10 _� • •• •• •• •• • • • • •• • • •• • • • • n ®at. 1® d2� p®e • • • •• • •• •• •• •i i �(jC l '....Ft...0 ..••C9 • • ••• •• • ••• ar•(dp • • • • •itii• da roduceCin pNALo.i/isitiv am• P a w LL = Vl CC (1) oW CC C co vn-8 $ NM o M • C Z td n Q o 5 C9 0 ` O. 01 s 1s" drawing no. w99-10 sheet 2 of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL FRAME AND VENT CORNERS TO BE SEALED WRH GE SILPRUF OR EQUIV. FRAME CORNER As O CORNER KEY .060 THICK ST. STEEL CORNER KEY .062 THICK ALUMINUM r 1307 2.075 .768 FLANGE FRAME 1--2.075 EQUAL LEG FRAME VENT (5/16- LAM. GLASS) 1.787-y •-090 TYP. .720 I 1.438 LI L1.624 VENT INSUL LAM. GLASS) ITEM PART if QUANTITY DESCRIPTION MATERIAL MANE./STIPPIIER/RID[ARYS 1 C01-373 4 FTANGE FRALIE 6083-T6 MALE( OR EQUIV. IA COI-397 4 EQUAL LEG FRAME 6063-16 INDALEX OR EOM. 2 CGI-378 4 VENT (5/16• LAM. GLASS) 6063-78 INDALEX 0R EQUIV. 20 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI-385 4 VENT (7/18T LAM. GLASS) 6063-76 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 31 C01-396 4 SQUARE OWING BEAD 6063-75 INOM < OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - B .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REOD. FRAME WEATHERSTRIPPING - ULTRAFAR/SCHLEINEL 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING - S014.20L Q-LON 8 - AS REOD. VENT SCREWS • 20. 0.C. LONGER SIDES, 18. O.C. SHORTER 5/DES - 110 X 1• SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4. 55 SM5 10 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A •• • • • • • • • • •• • • • • • • • • • • ••••••• • • ••• • • • •• • • • • •• IbI75 1757----1 A90 TYP. 720 L1.347_ C 143E VENT (7/16• LAM. GLASS) CGL-375: OGEE GLAZING STOP 3 .808 LII OSO .BID �1.617 CGI-396: SQUARE GLAZING STOP FEB 0 2 2e+g,,•�`�e. PRODUCT REVISED as complying with the Florida 6Mildln8 Code • • • • • ••• • PLO No. 17-0926.18 • • • • • • • • • ETjpir�•ion Date 101'(2023 • • • • • • • • • • • • •• • • •• • 6r • • • • • Waal • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • „1LLIiI, (5 8 3 0 z 3 0 38 wl tr FAX. (305) 593-5592 1/8'.ANN. GLASS LNrERLAYERS - _ .090' Trosifol PVB By 'Kuraroy America, Inc' .090" Saflex Clear And Color Glass - BY 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE-1200 DOV 995 DOV 899 AT 1/4 POINTS ON LITES WIDER THAN 36' 5/16" NOMINAL GLASS TYPE '2' 3/16' ANN. GLASS 075' Saflex CP With PET Corn - By 'Eastman Chemical Co.' .090' Safi. pear And Color Glass NVTERIAYERS- By 'Eostmon Chemical Co.' .090' SentryGlos By 'Kuraroy America, Inc.' _ .090' Trosifol PVB By 'Kuraroy Americo, Inc 3/16' ANN. GLASS SILICONE GE-1200 DM/ 995 DOW 899 AT 1/4 POINTS ON LITES WIDER THAN 36" 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 1HRU 1t FOR INSTALLATION DETMS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '5' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-). 891. (+) 1N7. (-) EXT. (+) INT. (-) 19-1/8" 28-1/2" 37' 53-1/8" 26' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 166.2 110.0 195.0 110.0 195.0 110.0 166.2 110.0 172.5 110.0 195.0 110.0 120.0 110.0 148.2 110:0 195.0 19-1/8" 26-1/2' 37• 53-1 /8" 38-3/8" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 163.0 110.0 167.7 110.0 195.0 110.0 116.8 110.0 151.9 101.8 180.5 84.1 84.1 108.8 118.7 108.8 1 187 19-1 /8" 26-1 /2' 3r 53-1/8' 50-5/r 110.0 185.7 110.0 187.6 110.0 195.0 110.0 131.2 110.0 148.7 110.0 195.0 95.0 95.0 I 110.0 120.0 110.0 120.0 67.9 67.9 85.3 85.3 85.3 85.3 19-1/8" 26-1/2' 37" 53-1/8" 63e 110.0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0 120.0 70.5 70.5 1021 111.3 1021 111.3 57.7 57.7 81.3 81.3 81.3 81.3 19-1/8' 26-1/2' 37' 553-1/8" 74-1/4" 110.0 120.0 110.0 174.6 110.0 195.0 89.8 89.8 110.0 120.0 110.0 120.0 56.9 56.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 3/16' HEAT STREN'D GLASS INTERLAYERS - .075' Wive CP With P01 ore - By Eastman Chemical Co.' .090' Soflex Clear And Colo Glass - By 'Eastman Chemlcol Co.' 090' SerrtryGlas By Kuraroy Americo, Inc.' 090" Trosifol PVB By 'Kuraroy Americo, Inc.' 3/16' HEAT SINEN'0 GLASS SILICONE GE-1200 DOW 995. DOW 899 AT 1/4 POINTS ON UTES WIDER THAN 36' 7/16" NOMINAL GLASS TYPE '6' •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • ._ra..a• Date 10_ 123 • • • • • • • • B • • • • •Wiresy : / / SQUARE BEAD / OPTIONAL ALL GLASS TYPES PRODUCT REVISED ae complying with the Florida • 6.Idqj� ,19 Code • Ng018. 17-0926.18 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •••.• • • 000 • • a Product 11 TEOFLONAL ' 4 `lilt I1111111 ri � 0 0 2 Is g drawing no. W99-10 sheet ¢ of j) PE8P081UDCE VALDES OF 1 PIC7 0500578147 WINDOWS 4013 10 901219 7 1901 11 719 8 6.6.18W 00619 PE0FORILVIE VALUES CP DIPAC7 ESSISLN7 WINDOWS 5E07010 SIEm 7 11101 11 100 160.412.095 96963 PEICF08NA3C0 VALDES OF D PACT BESISIANT WINDOWS 912171 10 5505 7 1p91 11 196 6640R901 06963 1131009 DDLS. 57395 TYPE '2. GLASS TYPE '3' CU39 SYPE '8' W101N N00M E27. (4) 057. (-) D[( (4) 1NT. (-) OCT. (+) 567. (-) 1070011 DIES. CURS 77PE ' ' MISS TYPE '5' 1IH/1M N06N7 CM.. (4) 110. (-) E27. (4) 1N1. (-) GLASS 1778 '0' Ca. (4) 1N7. (-) WA'DOW MILS. 01d95 TIDE '2' 013.45 TYPE S' OLSS TYPE 'r W001 NEW747 Ca. (4) 167 (-) MT, (4) 1 NY. (-) E10. (4) 1177. (-) 24' 30' 36' 42° 48' 54' 57' 53' sr 69' 75. 78' 81' 04' 5r 110.0 100.0 110.0 181.9 110D 1950 110.0 195.0 165.5 120.0 ' 1160 144.0 110.0 120.0 110D 120.0 1049 104.0 110.0 166.3 161.7 110.0 120.0 110D 120.0 1042 110.0 110.0 120.0 393 55.3 110.0 120.0 1100 1210 619 I 519 106.3' 118.1 1003 I 115.1 115 115.5 sr 725 725 103.7 113.2 103.7 1132 24' 30' 36' 42° 48' 54' 5Y 60. 63' 66' 69° 72' 75' 7r 81' 84' 137. 42' 769 76.9 105.9 115.5 69.5 535 90.0 90.0 90.0 903 643 84.5 90.0 90.0 90.0 90.0 609 609 90.0 90.0 90.0 90.0 57A 57.0 90.0 90.0 90A 90A 550 550 90.0 90.0 90.0 90.0 502 502 90.0 90.0 _ 90.0 90A 48.6 46.6 90.0 90.0 90.0 90.0 47A 47.0 90.0 90.0 903 90.0 11.0.0 160.0 110.0 169.7 110.0 195.0 1100 144.0 110.0 150.9 110.0 195.0 110.0 120A 110.0 1203 110.0 120.0 102 9 1029 110.0 120.0 110.0 120.0 072 672 110.0 120.0 110.0 120D 709 76.9 1039 113.4 1019 113.4 722 722 90.0 90.0 90.0 903 579 679 90.0 90.0 90.0 900 539 639 90.0 90.0 903 90.0 602 602 90.0 90.0 90.0 90.0 I 55.3 55.3 90.0 90.0 90.0 90.0 520 52.0 90.0 90.0 90A 90.0 49.1 49.1 90.0 90.0 90.0 90.0 46.7 40.7 130.4 80.4 9011 90.0 449 443 05.4 65.4 90.0 90.0 90.0 90.0 70.0 70.0 24' Sr 3r 42° 4r 54' 57. 00' 63' 66" 69' 72" 75' 70' 81' 84' 07" 6r 110.0 912 70.9 67.9 53.0 602 57.0 120.0 912 769 679 110.0 110.0 105.9 90.0 151.E 120.0 115.5 6910 110.0 110.0 105.9 903 65.0 002 903 600 57.6 75.0 90.0 00.0 75.0 90.0 60.0 75.3 72.0 70.3 70.3 70.0 70.0 70.0 70.0 70.0 70.0 195.0 120.0 11.55 90.0 902 ROD 759 72.0 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 24. 30' Sr 4Y 48' 54' 57' 60' 63' 6r 75' 110.0 114.4 110.0 120.0 110.0 120.0 65.7 65.7 90.0 9110 90.0 90.0 48.6 40.6 90.0 90.0 90.0 90.0 - 90.0 90.0 - 703 70.0 70.0 70.0 760 Tao 760 70.0 50.0 50.01 50.0 j�J� 50.0 SOA 50.0 50.0 50.0 50.0 50.0 24' 30' 3r 42' 40' 54" 57" 613' 63' 0r 69' 72' 75' 7r 61' 64' 6Y 66' 24' 110.0 160.0 110A 161.7 110.0 1953 11CA 1203 110.0 141.1 1052 1919 1045 1045 110.0 120.0 110.0 110.0 110.0 90.0 90.0 90.0 80.0 90.0 90.0 572 77.3 572 77.3 110.0 120.0 110.0 120.0 693 690 90.0 653 663 00.0 55.0 650 903 120.0 120.0 120.0 90.0 90.0 90.0 1I 609 60.8 96.0 903 90.0 90.0 07.0 57.0 90D 90.0 90.0 90.0 633 53.6 89.6 69.6 90D 90.0 50.5 50.6 05.5 853 00.0 90.0 90.0 90A 70A 70.0 70.0 70.0 70D I 70.0 i - - - - 70.0 703 110.0 1422 1103 1559 110.0 1053 1033 1033 110.0 1200 110A 120.0 863 083 112.0 120.13 1103 120.0 76.9 76.9 1039 113.4 1039 113.4 599 692 90.0 90.0 90.0 90.0 67.4 07.4 80.0 00A 00.0 50.0 63.7 63.7 60.0 00.0 30.0 80.0 602 I 602 00.0 90A 00.0 80-0 57.1 57.1 003 032 80.0 80.0 30.0 70.0 80.0 70.0 70.0 70.73 70.0 70D 70.0 70.0 703 70D 70.0 70.0 713.0 70_._A0 24' 30' 3r 47' it 54' 57' 50' 63' 66' 69' 72' 75' 78" 81' 04' 6Y 24' 30' 3r 42' 43' 54' 57' 50" 63' 6r 69' 72' 75' 70' 31' 72' 78' 110.0 119.6 1103 1203 110.0 120.0 01.0 8113 110.0 120.0 110.0 120.0 605 605 90A 90.0 90.0 90.0 602 502 9013 90.0 90.0 90.0 57.0 57.0 90.0 90.0 90.0 90.0 - - - - 80.0 00.0 - - - - - - 70A 70.0 - - - - 60.6 68.6 - 655 555 65.5 65.5 655 655 655 50.0 00.0 24' 30' 36' 4Y 45' 54' 57" 60' 63' 65' 95' 60.8 58.6 110.0 120.0 110.0 120.0 579 57.9 90.0 90.0 90.0 90.0 43D 43.0 90.0 00.0 90D 90.0 70.0 70.0 70.0 NOTE: LOAD AREA LIMITS FOR +110, -195 PSF = 10.0 SO. FT. +110, -120 PSF - 16.3 SO. FT. +90, -90 PSF = 24.0 SQ. FT. +70, -70 PSF = 35.0 SO. FT. +50, -50 PSF = 45.0 SQ. FT. 70.0 . WDW. WIDTH 30.0 503 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24' 30' 36' 42' 48' 54. 57' 80' 105' 70.4 70.4 90.0 90A 90.0 90.0 55.4 50.4 90.0 90.0 90.0 90.0 - 760 700 70.0 70A 50.0 50.0 50.0 50.0 - 50.0 I 50.0 50.0 50.0 50.0 50.0 50.0 50.0 - - - - 50.0 50.0 110.0 111.5 110.0 120.0 110.0 120.0 77.0 77D 110.0 12013 110.0 120.0 60.9 609 90.0 90.1) 90.0 90.0 52.0 52.0 90.0 90.0 90.0 90A 50.6 5118 85.5 655 90.0 90.0 - - - - 70.0 70.0 - - - - 70.0 70.0 70.0 760 24' 3r 36" 42' 48' 54" 12r 59.5 59.5 90.0 90D 90.0 010 90A 903 - 7120 70.0 70.0 70.0 50.0 50.0 50.0 50A 24' 30' 36' 42' 48" 469 469 90.0 90.0 90.0 90.0 70.0 760 132' - 70.0 70.0 - 304 50.0 503 50.0 656 - 655 05.5 62.E 525 50.0 50.0 503 50.0 50.0 50.0 503 50.0 24' 3r 3r 4Y 144' 41.3 413 90A 90.0 90.0 90D 70.0 70.0 50.0 50.0 540 50.0 24 30' 36' 155' 70.0 70.0 70.0 706 100.1 70.2 55_0 48.7 106.1 70.2 55.0 50.0 5013 SOD 50.0 110.0 120.0 110A 110.0 120D 110A 90.0 90.0 120.0 120.0 90.0 90.0 48.7 80.4 88.4 90.0 • 70.0 70.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 68.6 656 50.0 503 50.0 50.0 50.0 503 50.0 50.0 50.0 50.0 50.0 50.0 NOTE: • WINDOW LENGTH WINDOW LENGTH yam . WIDTH MO LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT REVISED 05 complying with tho Florida Mom ado Pro TECf 0 z gE is g o reld FAX. (305) 593-6592 2,5 drawing no. 110A 1053 XL EDGE SPACER ST. 5iLt1 BY 'CARDINAL' 0R DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'DUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075' So lea CP With PET Core - By 'Eastman Chemical Co.' .090" Select Clear And Color Glass - By 'Eastman Chemical Co.' CINTERLAYERS - .090' SentryGlas By L Kuraray America, Inc." .090' Troslfol PVB By 'Kuraray America, Inc.' 3/4" INSULATED GLASS TYPE '2A' 1/8" ANN. GLASS SILICONE GE-1200 DAV 995 DOW 899 AT 1/4 P01N15 ALL SIZES XL EDGE SPACER 5T. STEEL BY 'CARDINAL' OR CURASEAL BY 'WAND(' OR SUPER SPACER BY 'GUANO(' 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .075" SOflex CP With PET Core - By 'Eastman Chemical Co.' .090" Safkx Clear And Color Goss _ INTERLIYERS- By 'Eastman Chemical Co.' .090' SentryGlos By 'Kuraray Americo, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' 3/4" INSULATED GLASS TYPE '3A' 1/8' TEMP. CUSS SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ALL SQ2S PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER 70 SHEETS 7 1NR0 11 FOR 161ALUT N OETNLS PERFORMANCE VALOE9 OF IMPACT RESISTANT WINDOWS REFER 10 SHEETS 7 TAU 19 FOR HS1xt1A1I0N OETNES PERFORMANCE WALLIES OF IMPACT RESISTANT WINDOWS REFER 1a SNEEI. 7 T9U 11 FOR 0•90111A10N MAILS WINDOW DIMS. GIASS TYPE 'PA' GIASS TYPE 'SA' WO1DOW DTM9. GLASS TYPE 'Ed' CLASS TYPE 'SA' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' MOTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 11Nr. (-) WIDTH HEIGHT EXT. (+) 1M. (-) EX7. (+) 1 EL (-) W10rH NBGHT Ext. (+). 1 NT. (-) Exr. (+) 1Nr. (-) 24' 30' 36' 4254" 57" 63" 66" 69" 72' 75' 78' 81' 84' 87' 36' 110.0 180.0 110.0 180.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 111.3 110.0 120.0 93.5 87.0 81.7 77A 72.E 68.5 64.7 81.4 938 67.0 81.7 77.0 72.7 68.5 64.7 110.0 110.0 120.0 120.0 90.0 90.0 90.0 120.0 116.9 114.3 112.0 90.0 90.0 90.0 24' 30' 36' 42' 48" 57' 63' 66" 69' 72' 48' 110.0 160.0 110.0 110.0 120.0 110.0 110.0 1113 110-0 92.7 927 96.9 821 821 848 742 742 90.0 160.0 120.0 120.0 102.9 90.0 90.0 24° 30' 36" 42' 40' 72' 1109 118.4 110-0 120.0 818 81.8 110.0 1200 54.7 64.7 90.0 90.0 552 53.7 55.2 904 90.0 53.7 90.0 90.0 70.4 70.4 90.0 90.0 69.0 694 64.6 60.5 57.0 64.6 803 57.0 900 90.0 90.0 90.0 53.7 53.7 90.0 61.4 90.0 90.0 554 56.4 90.0 90.0 53_4 53.4 90.0 90.0 I 51.6 51.6 90.0 90.0 49.9 49.9 90.0 90.0 24' 30' 36' 42' 4a' 54" 57' 63' 96" 69' 72' 75' 78' 81' 42' 110.0 168.0 110.0 168.0 110.0 144.0 110.0 1029 120.0 102.9 927 81.7 92.7 81.7 110.0 110.0 96.9 98.9 96.9 144.0 120.0 102.2 102.9 102.9 76.7 76.7 90.0 721 67.9 67.8 90.0 63.9 63.9 90.0 72.1 90.0 90.0 90.0 90.0 90.0 55.8 552 58.6 55.2 90.0 90.0 52.2 522 90.0 49.6 49.6 90.0 47.6 478 90.0 90.0 90.0 90.0 90.0 90.0 24' 30' 36' 42' 54' 57' 60' 63' 24" 30' 36' 42' 48' 57' z4" 30' 36' 42" 48' 54' 110.0 1510 110.0 90.0 90.0 90.0 90.0 90.0 1543 24' 30' 36" 42' 24' 30' 35' 78' 110.0 1148 110.0 123.3 74.8 74.8 110.0 118.9 58.4 58.4 90.0 90.0 49.8 49.6 90.0 90.0 84' 110.0 120.0 110.0 120.0 69.8 698 90.0 90.0 51.6 51.6 90.0 90.0 109.7 109.7 110.0 120.0 93.6 93,8 110.0 120.0 24' 30' 36' 98' 94.1 94.1 110.0 120.0 61.6 61.6 90.0 90.0 45.8 45.6 90.0 90.0 61.7 81.7 90.9 1029 74.2 74.2 90.0 90.0 24' 30' 108" 748 74.8 90.0 90.0 59.9 59.9 90.0 90A 71.6 71.6 80.0 80.0 24. 120' 632 632 90.0 90.0 67.6 67.5 80.0 80.0 24' 132' 498 49.8 90.0 90.0 64.0 64.3 80.0 80.0 24' 144" 43.8 43.8 90.0 90.0 60.6 60.6 00.0 30.0, 60' 66" 110.0 120.0 110.0 120.0 96.9 96.9 110.0 120.0 81.7 81.7 110.0 1143 72.1 72.1 90.0 90.0 69.0 694 90.0 90.0 64.0 64.0 80.0 80.0 612 110.0 012 120.0 75.8 110.0 75.8 120.0 88.9 86.9 110.0 120.0 727 72.E 90.0 90.0 83.9 63.9 90.0 90.0 60.5 50.5 90.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). WDW. WIDTH •• ••• • M • • • • • •• WINDOW LENGTH • • • • •• • •• 0.0..] • • • • • • • • •• • • • WIDTH AND 1814 g4 DIME1,610•4S CAN BF.O 9ENTE: • VERTICALLY OR HORIZONTALLY ASS ABOVE • • • • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 1NRU 11 FOR OISTN1A70N DETAIS WINDOW DIMS. GLASS TYPE '21' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) ENE. (-) EXT. (4) 1NT. (-) 19-1/8" 110.0 195.0 110.0 195.0 26-1 /2" 110.0 166.2 110.0 1662 37' 26' 110.0 166.2 110.0 1662 53-1/8- 110.0 120.0 110.0 120.0 19-1/8' 110.0 195.0 110.0 195.0 26-1/2"-3/8. 110.0 163.0 110.0 163.0 37' 110.0 116.8 110.0 115.8 53-1/8" 89.3 89.3 110.0 112.6 19-1/8" 110.0 155.7 110.0 185.7 26-1/2' 50-5/8" 110.0 139.4 110.0 1472 37' 100.9 100.9 110-0 116.8 53-1 /8' 721 72.1 85.3 85.3 19-1/8" 110.0 177.5 110.0 177.5 26-1/2" 109.1 109.1 110.0 120.0 37' 63" 74.9 74.9 1100 1102 53-1/8' 61.3 61.3 81.3 81.3 19-1/8" 110.0 120.0 110.0 120.0 26-1/2' 74-1/4- 95.4 95.4 110.0 120.0 37' 60.4 60.4 90.0 90.0 •• • • NOTE: LOAD AREA LIMITS +110, -195 PSF _ 9.32 SQ. FT. +110, -120 PSF = 16.2 SQ. FT. +90, -90 PSF = 24.0 SQ. FT. FOR PRODUCT REVISED as complying with the Florida • Bulldifii Code • Noa•no• 17-0926.18 ••• • t1to • • D 10/ 2029 G1EQP�. a `�'Y • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . (305) 593-5592 0 V 5 8 8 g 2 Lo drawing no. W99-10 sheet 6 cf 11 SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 2-1/2' MIN. IM TAI LATION TYPE '2° 2 MB' MIN. WOOD BUCK TYPE '1' y ATFRIAI - PRESSURE TREATED TYPICAI INSTALLATION DETAIL ON AI L FOUR $IDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION a d 'BUCK INSTALLATION, BY OTHERS 2 1/9' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION METAL. STRUCTURES All QHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION A1TACHMENT TO APPROVED MULLIONS INSTALLATION TYPE '4' FOOD BUCK TYPE '2' $F FRWI• PRESSURE TREATED • • • • • • • • • • • • • • • OOOOOO • •• • • • • • • •• • • • •• • • • •• XYPIC II INSTALLATION DETAIL OhLAU FOUR SIDFSJUSING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • By Peia • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • Fa? 02 2@49 PRODUCT REVISED an complying with the Florida Building Code NOA-No. 17-0926.18 :ration Onto 10/26/2023 Product ATE OF SERFS-238 gas g s Mowing no. W99-10 (sheet 7 of 11) INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE al-V. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 2 LG' MIN. INSTALLATION TYPE '2' WQOD BUCK T1PE MATERIAL- PRESSURE TREATED TYPw'AI INSTAL} ATION DETAIL ON All FOUR SIDFSLUSING 1K00p TYPICAL ANCHORS Ste' EL•"V. FOR SPACINC SEE SHEET 9 FOR DESCRIPTION 1USK INSTALLATION, 91 OTHERS I- MIN. INSTALLATION TYPE '4' 2 I/EY MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION METAL STRUCTURES ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE F1EV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLION§ •• ••• • • • • • •• • »'OOD BUCK TYPE '2' • MATFRIAJ • PRESSURE TREATED • • • PICAA INSTALLATION DETAIL .ON ALI FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTPJN LOADS IMPOSED BY GLAZING STSIEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida • • • • • • • • • • Building Code • • • • • • • • • NOA-No. 17-0926.18 • • • • • • ••• • • • • • • • • Expiration Date 10/26/2023 • • •• • • •• • • • • • • • ••• • • • • • • • • • •• • ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • L FAX. (305) 593-6592 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS WMnn9 n1NC WIDTH 24' 30" 36' 42' 48' 54- 57' 60' 63" 66' 69' 72' 75' 78' 81' 84' 24' 30' 36' 42' 48" 54' 57" 60" 63' 66' 69' 72- 75' 78" 81' 84' A7' 24' 30' 36' 42' 48" 54" 57' 60' 63' 66' 69' 7r 75" 78' 81- 84' HFX:HT 36" 42" 48' EXT. (+) INT (-) 195.0 195.0 195.0 195.0 193.6 195.0 195.0 184.4 1721 161.3 189.8 179.3 169.8 161.3 153.7 146.7 195.0 1 195.0 195.0 195.0 184.4 195.0 184.4 1702 158.0 147.5 172.9 162.7 153.7 145.6 138.3 131.7 1505 195.0 195.0 193.6 184.4 181.5 1815 176.0 161.3 148.9 138.3 1613 151.3 142.4 134.4 127.4 121.0 1181 30NDOWI nuts WIDTH HEIGHT 24" • 42" 57' 66' 69' 72' 75' 78" 81" 84• 24' 30' 36' 42" 48' 54' 57' 60' 63' 66' 69• 72" 75' 78' 81' 84' _JUL_ 24" 30" 36" 42" 48" 54" 57' 60" 63' 66' 69' 72' 75• 78' 81' 84' d1IIE.` INTERPOLATION BETWEEN SIZES ALLOWED. 66• EXT. (t) INT. (-) 195.0 195.0 195.0 195.0 181.5 191.2 172.1 158.4 143.4 132.4 153.7 43.4 134.4 1265 119.5 1132 129.1 195.0 195.0 184.4 170.2 161.3 156.4 155.3 154.9 140.8 129.1 148.9 138.3 129.1 121.0 113.9 107.6 122.3 195.0 182.2 161.3 147.5 1363 324 130.4 129.1 128.3 128.0 128.0 128.0 125.7 1173 110.0 103.5 117.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS WINDOW DES. WIDTH I HOC 24' 30• 36" 42" 48' 54' 57' 60" 63' 66" 69' 72' 75' 78" 81' BY 24- 30" 36' 42' 48- 54" 57' 60' 63' 66' 69' 72' 75' 78' 81" 78" EXT. (+) (-) 195.0 195.0 179.3 162.7 151.3 143.4 140.5 138.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS WINDOW DI1L9. WDTH 24" 36' 42" 48' 54- 57' 60" HEIGHT 108' IXT. (t) TNT. (-) 195D 174.9 150.6 133.5 121.0 1115 107.7 104.2 136.6 128.0 134.7 134.4 124.1 115.2 24" 30' 36' 42" 48" 54' 120' 188.2 154.9 132.9 117.3 105.9 97.1 107.6 100.8 113.9 195.0 184.4 24' 30' 36' 42' 48" 132" 193.6 158.9 135.9 119.6 107.6 161.3 145.6 134.4 1255 24' 30' 36' 42" 144' 195.0 182.1 138.3 121.4 123.5 121.0 119.0 24' 30" 156' 36- 181.5 148.3 126.3 117.3 116.1 1152 114.7 114.6 106.4 24' 30' 36- 42' 46' 54" 57' 60' 63' 66' 69" 72" 75• 24' 30" 36' 42- 48" 54" 57' 60' 63" 66• 96' 195.0 968.3 146.7 931.7 121.0 1132 110.2 907.6 105.4 103.5 102.0 100.8 99.9 195.0 1721 148.9 132.8 121.0 1122 108.7 105.6 102.9 100.6 PERFORMANCE VALUES OF INSTALLATION ANCHORS • .' TO SHEET 7 & 8 FOR DETAILS WINDOW DICES . EXT. (+) HEIGHT INT. (-) 19-1/8" 195.0 26-1/2' 195.0 37" 26• 195.0 53-1/8" 195.0 19-1/8'- 195.0 26-1/2' 195.0 37' 38-3/e".- 195.0 53-1/8" 195.0 19-1/8" 195-0 26-1/2" 50-5/8' 195D 37' - 195.0 53-1/8' 195.0 19-1/8' 195.0 26-1/2' 63' 11111221111 MUM 37' 53-1/8' 19-1/8' 195.0 26-1/2' 74-1/4_ 195.0 168.9 37" 53-1/8" 137.6 ICAL ANCHORS:. SEE F3Ev. FOR SPAC89O 1 /4* DJA. KWIK-CON II BY 'HILTI (Fu-138 HSI, Fr-137 KS1) 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. F7-155 1(SI) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 16Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR FILLED BLOCK 1 3/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS (Fu- -57 HST) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8,') INTO METAL ieCTalt: • •• • • ' • • • • STEEL : 12 CA. MIN. (Fy = 160 KSj MIN.) • •• • ALUMINUM : 11.B" THIR %lIN1/ (6063•-T5•MI10.) • • (STEEL IN C1i1iptT 9gI ALItidUMeTdBE: PL ED 01 PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD.STRIUE = 1'}MIN. • • • • • INTO MEAN_ ISTRUGITURE = 6/4i MIN. • • • E..ire_..8Date 10!_:12023 • • • • • • • • • • • W000 AT , SILK QR ,LAMS! S - C1iS5 M. • • • • CONCR 4T . *SILL OR Ay fc i 3D00 PSI • • • C-90 HOLD/FILLED NORMAL WEIGHT BLOCK AT JAM fm - 2000 PSI WINDOW LENGTH -y r WIDTH AND LENGTH 08dENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE INTERPOLATION BETWEEN SIZES ALLOWED. PRODUCT REVISED as complying with the Florida Building Code NOA.-ors. 17-0926.1 8 r. 8 O z 3 e 52 0 7 07 0 drawing no. W99-10 sheet 9 orfl) • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM HUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS TI11DOT DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10" 0.C. WINDOW DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10. 0.C. TINDOT DIMS. ANCHORS AT 17" O.C. ANCHORS AT ID" O.C. WINDOW DIPS. ANCHORS AT 17' O.C. £'ICHORS AT 10" O.C. WIDTH 11EIG11T DT. (+) INT. (-) D(T. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) OCT. (+) INT. (-) WIDTH 1117CHT EXT. (4) INT. (-) EXT. (+) INT. (-) WIOT16 HEIGHT 1(T. (+) INT. (-) EXT. (+) INT. (-) 24- 195.0 195.0 24' 169.1 195.0 24' 1480 195.0 24" 126.9 195.0 30" 195.0 195.0 30' 145.7 195.0 30" 124.6 174.5 30" . 1052 175.4 36' 195.0 195.0 36" 131.6 195.0 36" 109.6 153.5 36' 91.1 151.8 42' 148.0 195.0 42' 123.0 1845 42' 995 139.3 42" 81.2 135.3 48• 157.9 195.0 48' 118.4 177.6 48" 92.5 1295 48' 96' 74.0 123.3 . 54" 131.6 195.0 54" 116.9 175.4 54' 87.7 1228 54' 68.8 114.4 57" 121.4 1822 •57 1052 157.9 57- 86.3- 1203 57' 665 110.8 60" 1128 169.1 60' 95.7 143.5 63' 84.6 118.4 60' 64.6 107.8 63" 36' 105.2 184.2 63" 54" 67.7 1535 63' 72" 83.5 116.9 63" 629 104.9 66" 123.3 1727 56' 101.2 141.7 66' 82.8 115.9 66' 61.5 1025 69' 116.1 162.5 69' 94.0 131.6 69' 82.4 1153 24' 1295 195.0 72' 109.6 1535 72' 87.7 122.8 72" 822 115.1 30" 106.9 168.1 75' 1039 166.2 75" 82.2 131.6 75" 75.9 115.1 36" 911 144.7 78" 98.7 157.9 78' 77.4 123.8 78" 70.5 112.8 42" 41.7 128.3 81" 1128 150.3 81' 87.7 116.981" - - 78.9 - 105.2 48" 108 74.0 116.3 84" 107.6 1615 64' 83.1 124.6 64" 74.0 111.0 54' 68.2 1072 87" 103.0 154.4 87" 78.9 118.4 87' 69.6 104.5 57 65.6 1035 24' 177.6 195.0 24" 148.0 195.0 24" 1345 195.0 60" 63.8 100.2 30" 157.9 195.0 30" 126.3 189.4 30' 112.8 180.4 24" 131.6 195.0 36' 148.0 195.0 36" 112.8 169.1 36' 98.7 157.9 30" 108.3 162.4 42' 145.0 193.3 42" 104.1 156.1 42' 89.0 142.4 36" 92.9- 139.3 46" 145.0 187.9 48" 98.7 148.0 48" 82.2 131.6 42" 120" 82.0 123.0 54' 123.0 184.5 54" 95.7 1435 54" 77.4 123.8 48' 74.0 111.0 57" 112.8 169.1 57" 95.0 1424 57 75.5 - 120.9 54' 67.9 101.8 60• 104.1 156.1` 60" 94.7 142.1 60" 74.0 116.4 24' 933.2 192.4 63" 42" 96.7 169.1 63" 60' 66.1 142.1 63" 78• 72.7 116.4 30" 109.3 157.9 66' 1128 157.9 66" 94.7 138.1 66' 71.8 114.8 36' 132" 935 135.0 59" 105.7 148.0 69" 91.1 1275 69" 71.0 113.6 42" 82.3 11119 72" 99.5 1393 72' 64.6 118.4 72" 70.5 112.8 48' 74.0 106.9 75" 94.0 1503 75' 789 126.3 75' 70.2 1123 24" 121.1 195.0 76" 89.0 1424 78' 74.0 118.4 78' 70.1 1121 30" 99.1 165.2 61" 1015 135.3 61" 83.6 111.4 81" 70.1 104.1 36' 144 84.8 141.0 84" 96.7 145.0 84" 78.9 118.4 24" 148.0 195.0 42' 74.3 123.8 87• 923 138.4 87" 74.8 112.2 30' 123.5 1853 24' 123.3 195.0 24" 195.0 195.0 24' 164.4 195.0 36• 107.6 161.5 30• 156" 100.8 161.2 30" 172.2 195.0 30" 1393 195.0 42' 96.7 145.0 36" 85.6 137.3 36" 157.9 195.0 36' 1233 1727 46" 88.8 1332 42' 145.0 187.9 42" 112.8 157.9 54" 83.1 124.6 48" 148.0 185.0 49" 105.7 148.0 57' 80.8 121.3 54' 115.4 177.6 54' 101.2 141.7 60' 78.9 116.4 57" 107.6 161.5 57" 99.7 139.6 63' B4" 773 116.0 60" 9117 148.0 60" 94.7 138.1 66" 76.0 114.0 63' 48" 91.1 159.4 63" 66" 85.9 137.3 69' 74.9 1123 • • • • • • • • • • • • 56' 105.7 148.0 66" 97.9 137.0 72' 74.0 111.t < • • 69' 98.7 138.1 69" 89.7 125.6 75' 73.3 110.D • • • • 72" 820 115.9 • • • • • • 72' 75" 925 87.1 129.5 139.375' 76.9 123.0 • • �.505 • • • • T • • -"4 9 • .065 78" 822 131.E 78" 71.6 114.8 - .645 I- I -__T 81' 935 124.6 81" 80.7 107.E .065- -)..592 I--- 84" 88.8 133.2 84" 76.0 114.0 0562 • • • • •1.7I1 87' 84.6 126.9 67" 71.8 107.6 • - • • • • • Il--.-1.436 . _ -_ •_ • • • • I•- • • • -sts Fp • INTERPOLATION BETWEEN S26 ALLOWED. u ► 1, BUCK_ FRAMING DETAIL REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE 1.08ER APPUCASLE VALUES. PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17' 0.C. ANCHORS AT 10" 0.C. WIDTH HEIGHT 19-1/8' 26-1/2' 26• 37" 53-1/8' EXT. (+) INT. (-) 195.0 E0T. (+) INT. (-) 195.0 195.0 195.0 195.0 195.0 163.4 1950 19-1/8" 26-1/2" 37' 53-1/8" 38-3/e" 195.0 195.0 1921 1955 1719 195.0 130.9 195.0 19-1/8" 26-1/2' 37" 53-1/6" 50 5/8' 195.0 195.0 172.7 195.0 143.4 1793 121.1 166.3 19-1/8" 26-1/2' 37• 53-1/8' 63' 166.8 195.0 129.3 195.0 103.6 181.2 88.1 154.1 19-1/8" 26-1/2" 37" 53-1/e" 74-1/4" 1723 195.0 131.8 195.0 103.3 165.3 84.1 134.6 #14 SMS 1/2- MN. WOOD EMBED AT 6" FROM ENDS AND 17' 0.C. MAX. AT HEAD/SILL/JAMB MIN. INSTALLATION TYPE '5' 2BY 51000 BUCK OR MOOD STRUCTURES IF14 5MS AT 6" FROM ENDS 17" O.C. MAX. AT BEAD/SILL/JAMB TYPICAL INSTALLATION DETAIL N Fa? 0 2 2e, PRODUCT REV ISED as complying with the Florid Building Code NOA-No. 97-0926.18 Expirati n Date 10 I2023 • • ALUMINUM BUCK • • OPTIONAL COVER By• 1 ' ade Product 6063-16 6063-T6 1/Iltilllam. TE OF . (( OhIAL !`I11i11111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • b ti U o C 0 o W n r 6 -ctry - C vzN 87 0 N M M c Z n 3 p¢ • Lk 4 drawing no.' W99-10 sheet 10 of 11 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH 24' 30' 36" 42' 48' 54" 57" 60' 6.3. 66" 69- 72" 75' 78' 81' 84' 87" HEIGHT 36" ANCHORS AT 17' D.c. EXT. ( INT. (-) 159.0 ANCHORS AT 10' 0.c. EXT. (+) NT. (-) 195.0 145.4 193.8 141.3 188.4 106.0 141.3 113.1 141.3 94.2 141.3 87.0 130.5 80.6 121.1 75.4 131.9 88.3 123.7 83.1 116.4 78.5 109.9 74.4 119.0 70.7 113.1 60.8 107.7 77.1 115.6 73.7 110.8 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW OBIS. WIDTH 24" 30" 36' 42" 48' 54" 57" 60" 63' 66' 69' 72' 75" 78" 81' 84' 87' HEIGHT 54 ANCH0R5 AT 17" 0.C. EXT. (+) NT. (-) 121.1 ANCHORS AT 10' 0.C. EXT. (+) NT. (-) 181.7 104.4 156.6 942 1413 88.1 132.2 84.8 127.2 63.8 125.6 75.4 113_1 68.5 102.8 628 109.9 725 101.5 67.3 94.2 62.8 87.9 56.9 942 55.4 88.7 62.8 83.6 59.5 89.3 565 24" 30- 36' 42' 48' 54' 57- 60' 63" 66- 69" 72- 75- 78' 81' 84" 87' 42 127.2 169.6 113.1 150.6 106.0 141.3 103.8 138.4 103.8 134.6 88.1 1322 80.8 121.1 745 111.8 692 129.1 80.8 113.1 75.7 106.0 71.3 998 67.3 107.7 63.8 102.0 72.7 96.9 692 103.8 66.1 99.1 24° 30" 36" 42" 48' 54' 57' 60" 66' 69- 72- 75" 76" 81' 84" 67" 60' 106.0 90.5 80.8 745 70.7 68.5 68.0 67.8 61.7 67.8 652 60.6 84.6 159.0 135.7 121.1 111.8 106.0 102.8 102.0 101.8 101.8 96.9 91.3 64.8 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH 24' 30' 36' 42" 48' 54" 57" 60• 63" 66' 69' 72' 75' 78" 61' 84" 87' HEIGHT 72' ANCHORS AT 17' 0.C. ENO. (+) NE (-) 108.0 ANCHORS AT 10' AC- EXT. (+) INT. (-) 148.4 893 125.0 78.5 71.3 66.3 626 61.6 60.6 59.8 109.9 99.8 92.13 67.9 86.2 84.8 83.8 593 83.0 59.0 62.6 513.9 62.4 54.4 624 505 80.8 56.5 75.4 53A 49.9 56.5 905 53.0 64.8 59.9 56.5 79.8 848 53.6 80.3 24' 30- 38" 42" 48' 54' 57' 60' 63' 66" 69' 72' 75' 78' 81' 64' 87' 48" 141.3 176.7 123.3 1542 113.1 141.3 103.8 134.6 106.0 132.5 84.8 77.1 127.2 115.6 70.7 106.0 65.2 114.2 75.7 106.0 70.7 98.9 68.3 928 62.4 99.8 58.9 94.2 68.9 89.3 63.6 95.4 60.6 90.9 24' 30' 36" 42' 48' 54" 57" 60' 63' 66' 69" 72' 75" 78" 81" 84" 87' 66' 117.8 164.9 139.7 123.7 113.1 75.7 108.0 99.8 883 608 723 1 101.5 71.4 100.0 678 989 61.5 70.1 64.2 593 55.1 51.4 98.3 98.1 69.9 83.0 88.1 822 57.6 77.1 54.4 81.6 51.4 1670E N7ERPOlATION BETWEEN SIZES ALLOWED. 24" 30" 36. 42" 48" 54' 5T 60' 63' 66' 69' 72' 75' 78' 81' 24' J0. 36. 42" 48" 54' 57' 60' 63' 66- 72" 75- 78' 96.4 154.2 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WI"90W DIMS WIDTH HEIGHT' 24' 30' 36" 42' 54" 60' 63- 68" 24' 30' 38' 42' 48' 795 1 54' 74,8 57" 60' ANCHORS A7 17" O.C. EXT. (+) 9111% (-) 909 75.4 652 58.1 96" 53.0 492 108' ANCHORS AT 10" O.C. EXf. (+) 865. (-) 47.6 151.4 125.6 108.7 96.9 88.3 81.9 79.3 463 77.1 45.1 75.1 44.1 92.8 78.6 66.0 58.5 53.0 73.4 145.8 120.4 103.6 91.9 83.3 768 74.1 48.9 47.2 45.7 71.8 80.8 929.2 70.7 113.1 63.8 102.0 58.9 942 55.4 68.7 54.1 53.0 86.6 84.6 521 51.4 50.9 505 503 502 502 77.1 83.4 82.2 81.4 80.8 80.4 50.3 74.5 159.0 132.7 115.8 692 103.8 63.6 593 95.4 893 57.9 86.9 565 84.8 84 55.4 83.1 54.4 81.6 •, 53.8 80.E 53.0 79? 523 78.8 •• 24" 30' 36' 42' 54' 24' 30' 36' 42' • 120° 94.2 141.3 775 665 116.3 99.6 88.1 58-7 53.0 48.6 95.4 78.3 132' 66.9 58-9 • • • • • • • • •• • 79.5 729 137.8 113.1 96.7 85.1 PERFORMANCE VALUES ALUM RUCK INSTALLATION ANCHORS ANCHORS ANCHORS WINDOW DIMS. AT 17' D.C. AT 10' D.C. EXT. (+) EXT. (+) WIDTH HEIGHT INT. (-) INT. (-) 19-1/8'- 1942 195.0 26-1/2" 1739 195.0 37" 26' 1468 195.0 53-I/8" 117.0 175.6 19-1/8' 166.2 795.0 26-1/2' 38-3/0, 137.6 183.4 1243 168.1 37' 53-1/8' 93.8 140.6 19-1/8' 1555 194.4 26-1/2" 123.3154.1 37' 50-5/6. 102.7 128.4 53-1/8" 86.7 119.1 19-1/8" 119.5 195.0 26-1/2" 926 1621 37' 63' 742 129.8 53-1/8" 63.1 110.4 19--1/8' 123.4 195.0 26-1/2" 7i i/4' 94.4 151.1 37' 74.0 118.4 53-1/6' 60.3 96.4 2 1/2- MIN. EDGE DIST. INSTALLATION TYPE '6' • • • • CALJLISTALLATION DETAIL �14 5MS AT 6' FROM ENDS 17' O.C. MAX. AT HEAD/SILL/JAMB "1/4'01A KW1K-CON/ULTRACON 1-1/4" MIN. CONC. EMBED 1-3/4" MN. FILLED BLOCK EMBED AT 6" FROM ENOS AND 17' O.C. MAIL (10" 0.C. ALT.) AT HEAD/SILL/JAMB et/MALL / BUCK SYSTEM FOUR • SIDES USING ALUMI_UI 8 82 gem, • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •�• • • • M By 'pI"-a-422Fr,` REFER TO SHEETS 4 THRU - 6 FOR WINDOW CAPAC111E5 USE LOWER APPUCS8 P VALUES. PRODUCT REVISED as cornplying with the Florida Building Code NOA-No. 17-0926.18 Fxpirati n Date 1OI26I2O23 Ma ode Product o P � ``111 (II 1e III 4.•V'-••^r7 ' Ems•. S-238 ALUM cc a 0 1 - I } S ! drawing no. W99--10 9.9 sheet 11 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION I+CCEPTANCE (NOA) CGI Windows & Doors, Inc 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Gouiii. RER- Product Control Section to be used in Miami -Dade County and other areas whereh 11 e d by the Authority Having Jurisdiction (AHJ). •.:. • This NOA shall not be valid after the expiration date stated below. The Miai,i.lAa le County Product Control Section (ln Miami -Dade County) and/ or the AHJ (in areas other than Miami -.Dade Count) reserve the right to have this product or material tested for quality assurance purposes. tf•t i& produotor material •. fails to perform in the accepted manner, the manufacturer will incur the expense of Slelt testing•tri1d t1 e AHJ • • may immediately revoke, modify, or suspend the use of such product or material Vitllin their !flflSdiction. 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 Cone. • • • This product is approved as described herein, and has been designed to comply kith tte Flom 1, uilding the High Velocity Hurricane Zone.• NIIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is mid ad e.gov/eco no m DESCRIPTION: Series "Sentine Aluminum horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing • .. ' ' % oriz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job' site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI-DADE COUNTY APPROVED- NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 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 NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 willarevision "G" dated 05/02/16, prepared by A1-Farooq Corporation, signed and sealed•13,31 Java. • •. • Ahmad, P.E. : •.• • • B. TESTS • 1. Test. reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • • •' • 2) Uniform. Static Air Pressure Test, Loading pe •PrC, T0942(12-94 3) Water Resistance Test, per FBC, TAS 202 V4 " "" • 4) Large Missile Impact Test, per FBC, TAS 01' 9 • • 5) Cyclic Wind Pressure Loading, per FBC, T•AS 203-94. • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2130-9 • • • • • • • along with marked -up drawings and installation diagram of a series Sthtihel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, 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 fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per J BC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) • • orge M. Plasencia, P. E. ProdGct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E — 1 CGI Windows & Doors., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super.Svacer® 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, P2" •. (Submitted under previous NOA No. 15-0512.05) • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 .... 2) Uniform Static Air Pressure Test, Loading per•Ff3C, A...A 2712-94 3) Water Resistance Test, per FBC, TAS 202'94 • •: ."' •. 4) Small Missile Impact Test, per FBC, TAS'1DJ;4 . • 5) Cyclic Wind Pressure Loading, per FBC, TAS'203-94. . • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 242--9.4 • along with marked -up drawings and installation diagram of a• series* ``$ tinel•' • aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Producft Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTINISED) 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 0619/14, expisi on 05/21/16. F. STATEMENTS • .•.• • • . •• • ..•. • ••.• . • .' . • • 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of nb . financial interest, dated 08/17/15, issued by A1-Farooq Corporatseri, signed and'sealed':••. by Javad Ahmad, P. E. . 2. Laboratory compliance letters for Test Report No. CTLA-100 , dated';0%/07/1�, issued by Certified Test Laboratories, signed and sealed by Rdkneghr. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/1 , signed by Jaime Gascon, P. E., Section Supervisor. •' • • ..•.. ' • 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory, compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) • • • G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E-3 orge M. Plasencia, P. E. Pro uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE .... 1. Miami -Dade Department of Regulatory and Economic Resources (RER).. • • • • • • . . •• • •... E. MATERIAL CERTIFICATIONS . • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amer3o3Inc. for tlleir "Trosifol® Ultraclear, Clear and Color PVB Glass InterlaYe ',dated $4.f1k7, • . expiring on 07/08/19. • •.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmCfic•ag Inc. f.ot'•tiseir "SentryGlas® (Clear and White) Interlayer" dated 06/25/11, expumg on Y7/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Che, nic41 Company (MA.)' for their "Saflex CP - Saflex and Saflex HP Composite Glass•IxitarIayers with PE ' Core" dated 09/07/17, expiring on 12/11/18. • • • 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6t" Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 TYPICAL ELEVATION MAX. 111" HE1D/SLL FLANGE WIDTH 3 5- MAX. TYP. MTG. STILE 10 4, I 5 5 I J � 4N FALSE MUNTINS (SURFACE OAPPUL) 5 1/2' MAX. 32 7/8" 32 7/8' D.L OPG. 36 3/8' D.L OPG. 1- ADDL ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 110' HEAD/SILL c E2 ai FALSE MUNTINS (SURFACE OPTIONAL BUCK WIDTH 5' MAX. TYP. MTG. STILE 13 5/16' MAX. HEAD/SILL f ii t k •---`-`JL�----- rt II n I ------It'----- �% [ . #• 32 7/8" D.L OPG. 38 3/8' VENT WIDTH 32 7/8" D.L. OPG. FIN FRAME 110" 5 1/2' MAX HEAD/SILL BUCK WIDTH 5' MAX. TYP. MTG. mai 'I ( 1; I l0 1 Ir1 II 0 ---- II II II 1h1 li r R I I I FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8' 32 7/8" D.L OPG. 36 3/8" VENT WIDTH D.L OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW 3 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING 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 STIEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDRION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVMZ)• 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLEDEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUL • • •• ""-• • • • • 0. ANCHORS SHALL BE CORIOMANUF ION RETR .IClF 0ED•AeMBYD IN T TO AILS BASE AND INSTALLED PER MANUF� INSTR NI.$�- CSITF�]EO eA18�MERT T• BASE MATERIAL SHALL 8E BEYOND *ALL D I CCR • • • • A LOAD DURATION INCREEe IS UM RI DESIGN OF NICHO4 IN:0 VipiCRONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF Tirip14 2 19 FLORIDAIBLDG.4044 & ADOOTED STANDAROS. THIS PRODUCT APPRNVAleS G ERIC AND•DO NOT•PROVTDE INFORMATION FOR A SITE SPECIFIC 7ROJECT. e. uw OF 1M15 PROOLI/T• j)E L6Cyl, OF STRUCTURE RECIUMNS THIS BOOL D NO AROUND OPEWING•FOP. CONNDITIONS NOT 51-106161 6 TTH DRAWING FRE TO BP ANALYZED S • • AND TO DE REVIEWED BY BUILDING OFFICIAL ADOL ANCHOR R QD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED es complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da . 09/22/2020 BY Miam • . ePro t on ro LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ryn• � C.;r `7111111111//7j /• ,to. ��en IONAI. 1 I11it; a 1 5 0 8 g S 111 • drawing no. W10-18 sheet 1 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • • 11' ii wru. 1-1..,.r,....11 IAAX. FLANGE WIDTH 5' MAX. HEAD/SILL © © MTG. STILE • ,IMrtVIIIIII.MIIMMI M EMMIMI I i 1 2 v II I =__ _v III 3F-- 7 7. = v 7 III II © v I .; I :ARM C^] -••• FALSE MU/4MS (SURFACE APPLIED) 24 1/2' AT CENTER OF ALL PANELS �1-AODL ANCHOR AL.L P OPTIONAL D.L. OPG. 28- D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110- 5 1/2' Mau HEAD/SILL .0 0 15 0 0 FALSE MUNIINS (SURFACE APPUED) OPTIONAL BUCK WIDTH 5' MAX. MTG. SHLE 13 5/15' MAX. HEAD/SILL • II I I • _== • __-JL--_ 6= I I u 47= da ,c==1F--- -1>= I 1 /; V T . . 1 1 . .1 24 1/2' D.L OPG. 28' VENT WIDTH 49 5/9' D.L OPG. FIN FRAME 38 0 110" 5�' FLANGE WIDTH 5•TYP. HEAD/SILL MTG. S I -ALE 0 11.... --`.— D.L OPG. O Ilv 3F / 7. = I I —= / %� VVVI — _ —. i _ =-- --JL _---- -- --_ oil (- '1'I—I, FALSE MUN11N5 (SURFACE APPLIED) 24 1/2',\ 11t, AODL. ANCHOR READ. 49 5/B. ♦\� AT CENTER OF ALL PANELS OPTIONAL D.L OPG. 2e' D.L OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL • EQUAL LEG FRAME • • • • • • • • • • • • • • • • •• • • •• •• • • • •- • • • • • • • • % • • • • • • • • • • • •• • • • • • - • • • PRODUCT REVISED as complying with th• Florida Building Code N-pUNo. • 17.09111.09 • Expiration D - A, • •--f • • By• ' MI•m rodpct Cgrtro 20 ♦1`11 L11111; .!w,t�, ♦ n 0 10 8 nNn C tl OLI 0 ow • 13 to C 0Xn0 1) n0 v 3 0 CZ� C) •o=� dig r} c 8 S 0 • a 6 drawing no. W1O-18 sheet 1.101 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL HD. MTG. RAIL CUSS TYPES 'A'Y'AI', '8'k71' GLEE TYPES '9' 8 '81' WIDTH sacra WIDTH H0GHr EXT.(+) IHT.(-) FYT.(+) ENT.(-) 26-1/2" 37• 53-1/5' 74" 26. 25-1/2' 38' 52-1/8' 73" 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' 53-1/8' 74• 38-3/8" 25-1/2" 36' 52-1/6" 73" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 55.0 65.0 80.0 90.0 26-1/2" 37" 5/8" 25-1/2' 36" 52-1/8' 73" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 53-1 8' 74 5.0 80.0 90.0 65. � 80.0 90-0 2 2" 37" 53-1/8' 74" 63' 25-1/2' 36' 52-1/8' 73' 82' 65.0 ...0 80.0 90.0. 65.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE /2 OF THE WIN' WIDTH BUCK DIMS .FIANGF FRAMF FIANCE 09AS TYP. DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) FLANGE DIMS. BUCK DIMS. SID. MTG. RAH H.D. MTG. RAIL H.D. MTG. RAH GLtsc TYPES 'A'a'A1', Welt' CL.SS TYPES IF a 181' GLSS TYPES 'C' A 'CI' WIDTH HEIGHT MOTH HEIGHT EXT.(+) ENT.(-) EXT.(+) ENT.(-) EXT.(+) INT.(-) 55-3/4" 78-15/16" 83-1/2" 26- 54-3/4' 77-15/16' 82-1/2' 25" 85.0 85.0 80.0 90.0 65.0 65.0 85.0 85.0 80.0 90.0 55.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 78-15/16' 83-1/2' 38-3/8' 54-3/4' 77-15/16' 82-1/2' 37-3/8" 65.0 65.0 80.0. 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 85.0 85.0 80.0 90.0 65.0 .65.0 55-3/4' 78-15/18' 83-1/2' 50-5/8' 54-3/4" 77-15/16' 82-1/2' 49-5/8" 65.0 55.0 50.0 90.0 85.0 55.0 - •- - - 65.0 85.0 - - - - 65.0 85.0 55-3/4' 78-15/15" 83-1/2" 63" 54-3/4" 77-15/16• 82-1/2" 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 85.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS EQUAL I FG FRAMF STD. MTG. RAIL: N.D. MTG. RAIL: BUCK DIMS --ti... FLANGE ADAPTOR FRAME FIANCE LEAS PRODUCT REVISED as cornplyIng with the Florida Building Codo NOA-No. 17-0918.09 • Expiration Date 09/22/2020 By Mlam a uct Control FLANGE & FLANGE ADAPTOR FRAME ••• FiQ]J�L• LEG FRAME •• •• • • • •• • • • • • • • ``\1�1.� • • •• NOTE: • ••• • ••• • • GLASS CAPACMES ON THIS SHEET ARE• • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GI! �T90) • • • • • • • • • e AND FLORIDA BUILDING COMMISSION • DECLARATORY STATEMENT DCA05-DEC-21.9• •• • • • • . • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •e •• • • • •• •• 000 • • • 000 • • 1 gas g 11 3 k drawing no. W10-18 (sheet 2 of 11 DESIGN LOAD CAPACITY - PSF (XOX S ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. 11T'G. RAIL 91ASS TYPOS 'A's'A7', 'HTB1' GLASS TYPES '8 i 'B1' WIDTH HEIGHT 1.60T14 HEIGHT EXT.(+) MI-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4" 110" 25' 65.0 65,0 80.0 90.0 65.0 85.0 80.0 90.0 65.0 85.0 80.0 90.0 74' 106-1/4" 111" 38-3/8' 73' 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1 4' 111' 50-5� 73' 105-1/4" 110" 49-5/8" 65.0 85.0 80.0 90.0 65.. 65,0 80.0 90.0 65.0 50.0 90.0 74" 106-1/4" 111' 63- 73' 105-1/4" 110' 62- 65.0 - .0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 14" TYP. ' (1/3W) (1/3W) (1/3W) I (3= 6 A r OPERATING VENTS TO BE 1/3 OF"HE WINDOW WIDTH BUCK DINS FLANGE FRAMF FLANGE DIMS 66 • 14' TYP. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. WM. RAD, B.D. MTG. RAM GLASS TYPES 'Dal', 'B'KB1' SUSS TYPES 'B' & 'BI' CUSS TYPES 'C a 'C1' WIDTH HEIGHT WIDTH HEIGHT E7(T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74• 108-1/4' 111" 26" 73" 105-1/4' 110" 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 85.0 60.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4' 111' 38-3/8' 73' 105-1/4" 110' 37-3/e' 65.0 85.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 85.0 55.0 80.0 90.0 65.0 65.0 74' 106-1/4" 111' 50-5/8' 73" 105-1/4' 110" 49-5/8" 65.0 65.0 .30.0 90.0 85.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4' 111" 63" 73' 105-1/4" 110' 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (l/4w) (1/2W) (1/4W) i OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH BUCK DINS ee...r� EQUAL LEG FRAME '1 STD. MTG. RAIL: �__J H.D. MTG. RAIL: 'XOX' BUCK OUTS FLANGE ADAPTOR FRAME PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0918.09 Expiration Date 09/22/2020 BY MinmI-0.dlProduet Control FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • •• ••• • • • • • •• • • • • • .•••••••• •• ••• •• • • • ••.i:1-. NOTE: • ••• . • ••• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • BASED ON ASTM E1300-09 (3 SEC. G15Sj95 • • • • AND FLORIDA BUILDING COMMISSION • • • • • • •• •• • • DECLARATORY STATEMENT DCAO5-DEC-219 • •• • ••• • • • • ••• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 71,iI(l ) FAX. (305) 593-6592 drawing no. W10-18 sheet2.lof 11) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BUCK DIMS. STD. MTG. RAH, H.A. MTG. RAD. GLASS TYPOS 'A'k'A1, WOW GLASS TYPES '3' k '81' WO)TH HEIGHT ocr.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 38' 52-1/8" 73' 25' 65.0 85.0 80.0 80.0 65.0 65.0 60.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8' 73' 37-3/8. 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8' 73' 49-5/8• 65.0 65.0 80.0 80.0 654 65.0 60.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/3" 73' 62' 654 85.0 80.0 80.0 85.0 65.0 80.0 ' 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO 8E /2 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) SUCH DIMS. STD. MTG. RAH. H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'►1. 'B'k'BI' CLASS TYPOS 'B' k '111' GLASS MSS 'C' 1. 'CI' WIDTH HEIGHT EXT.(+) INT.(-) Exr.(+) INT.(-) EXr.(+) INT.(-) 54-3/4' 77-15/16" 82-1/2' 25' 65.0 85.0 80.0 80.0 65.0 65.0 65.0 654 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 77-15/16" 82-1/2- 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 85.0 85.0 54-3/4. 77-15/16' 62-1/2' 49-5/6' 65.0 63.0 80.0 60.0 65.0 65.0 - - - - 65.0 85.0 - - - - 65.0 65.0 54-3/4' 77-15/16" 62-1/2' 62' 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 85.0 - , - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .XO OR OX' • • • • • • • • • • • • • • • • • .• • • • • • • • • • 43- •• ••• •• • •--'i •• NOTE: ••• • ••• GLASS CAPACITIES ON THIS SHEET ARE... •• • • • BASED ON ASTM E1300-09 (3 SEC. GIOST9) • • • • AND FLORIDA BUILDING COMMISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-21,k• • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 174918.09 Expiration Data 09/22/2020 BY !lam Miami -Dad redact Control FIN FRAME 14.70592 ll ^°I11j\` C1 U 0 3 C I - n 0 cc Lo C O N 0 3Nt1 I o • h C Z L 30o o o 6 C 0 a 0 2 d O A_ e 8 88 • 8 drawing no. W10-18 sheet 3 of 11 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 0•• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) HUCK DOTS. STD. MTG. RAH. H.D. MTG. RAIL GOBS TYPES 'C6Y1, '8'YB1' GLASS TYPES 'H' k 131' WIDTH HEIGHT OCI.(+) INT.(-) EXI.(+) INT.(-) 73' 105-1/4' 110. 25' 65.0 85.0 80.0 80.0 65.0 65.0 60.0 60.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4' 110' 49-5/8' 65.0 55.0 80.0 80.0 65.0 65.0 50.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 62' 65.0 65.0 80.0 50.0 61.6 81.6 80.0 80.0 50.0 60.0 80.0 80.0 (l/3w) (l/3W) 0/3W) I i CS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH HULK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAH, H.D. MTG. RAH. H.D. MTG. BAD. GLASS TYPES 'Cell , 'S'k'81' GLASS TYPES 'H' k '81' GUM TYPES '0' k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INI.(-) 73" 105-1/4' 110" 25' 65.0 65.0 80.0 80.0 85.0 65.0 65.0 85.0 80.0 80.0 85.0 85.0 65.0 65.0 80.0 130.0 65.0 65.0 73" 105-1/4' 110- 37-3/8' 55.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73- 105-1/4- 1 I0' 49-5/8' 85.0 55.0 80.0 50.0 65.0 65.0 - - - - 65.0 85.0 - - - - 65.0 65.0 73' 105-1/4' 110' 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (I/3w) rl (I/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox, ID ID • • • • • • • • • • • • • • •i ••• •• • • • •�,,,;.1 Lf. • • • •• NOTE: • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • BASED ON ASTM E1300-09 (3 SEC. GU :9tj • • AND FLORIDA BUILDING COMMISSION • DECLARATORY STATEMENT DCA05-DEC-71 s • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED •s complying with the Florida Building CCod• Noa-No. 17-0918.09 Expiration Date 09/22/2020 Mlam a roue on ro FIN FRAME i drawing no. W1O-18 sheet3.lof 11) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • • • • • • 1/4" AIR SPACE 1/8" ANN. GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'D CLASS 075" Intertoyer .075" Interloyer Soflex CP With PET Core Soflex CP Wlth PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer Soflex Clear And Color Glass Soflex Clear And Color Glare OR'Eastman Chemical Co.' By 'Ecr rnan Chemical Ca.' OR .090" Interlayer .090" Interiayer SentryGlas SentryGlas By 'Kuraroy America, Inc.' By 'Kurorcy America. Inc.' 0R OR 090" Interlayer 090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuroray America, Inc.' 1/8" MEN. GLASS S6JCONE GE 1200 DOW CORNING 899 DOW CORNING 995 NT9 ON LITES 6" GLASS TYPE 'A' 5/16" NOMINAL Lit. GLASS 1/8 . GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer Soflex CP With PET Core OEastman Chemical Co.' R .090" Interlayer SentryGlas By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 ® I DOW CORNING 995 0 a i I 0i 0 ®AT 1/4 P01NTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 1/8" HEAT STREW° GLASS 075" Interloyer .075" Interloyer Safies CP With PET Core Soflex CP WRh PET Core O'Eastman Chemical Co.' By 'Eastman Chemical Co.' R OR 090" Interlayer 090" Interlayer Soflex Clear And Color Glass Sonax Clear And Color Gloss 0R'Eastman Chemical Co.' By 'Eastman Chemkal Co.' OR 090" Interiayer 1/4" AIR SPACE .090" Interlayar SentryGks SentryGks By 'Kuroray America, Inc.' By Kurorcy Americo, Inc.' OR OR .090" Interlayer 1/8" HEAT STREN'O GLASS .090" Intertuyer Trosifol PVB Tloelfol PVB By 'Kuroray Americo, Inc.' By 'Kurorey Americo, Inc.' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX" OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'AS' 0.70" OVERALL INSUL.. LAM. GLASS or SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 ©AT 1/4 POINTS ON LRES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAN. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS r 1/8" HEAT STREW') GLASS 075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Intartcyer SentryGlos By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS WW 1/8" HEAT STREN'D GLASS z m SILICONE GE 1200 DOW CORNING 899 006 CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL.' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'DUANEX" AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70' OVERALL INSUL LAM. GLASS IN ORDER TO QUAIJFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cr MUST BE TEMPERED. SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 •XL EWE SEVER, R• •ST.•STEjL FiX 'CONK •OR• • • • •• •DUII SE•L EigieliANIXa • • •SUPER SPAQER yY •OR• • • • 'QIJ1tJEX' AT 1/4 POINTS ALL SIZES al• TYPE 'CIS�•�•• • • • • ,'INSUL. Lt. G'cASS • • • • • • • • • • • • • • •• • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0918.09 Expiration Date 09/22/2020 By Blom a roduct Control J�lttMlq,'', V.;••'�GEN4' ., 70502 • 0. A z 91 ryg� IS ro 8 S 8 0 6 8 0 d owing no. W10-18 (sheet 4 of 11 18Y W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE \DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE Sc FLANGE ADAPTOR FRAME 2 3/8" LAIN. I 2-3/8' MIN. WHEN usm THE UN.WOOD BUCK DEPTH SHALL BE 23r". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17.0918.09 Expiration Date 09/22/2020 Product Corel W1 = 1/4" X•I-1/2" WLEEP %I f Ai 4N►1A" iR0: EACH END WITH" giASTIC:co ER. � • � • W2 = 1/8" X•1 2" Y►B •SLOTOT 3i1/8"•FROM oAcM END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1YP1CAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANBrTAIRiSE�eR"'R M TO THE BD1t N -.STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F3-177 KSI, Fy-155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) -1/4" MIN. EMBED INTO BLOCKS (JAMBS) CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO' WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS re - 3000 PSI MIN. WEEPHOLE • • • • • •C-9� H :OW/ 1LLED BLOCK AT JAMBS fm - 2000 PSI MIN. ``/111=11f 8 8 drawing no. W10-18 sheet 5 ell TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS BUCK WIDTH XOX LAYOUT MIAMI-DADS COUNTY APPROVED MUWON k MULLION ANCHORS SEE SEPARATE NDA BUCK TROTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE & FLANGE ADAPTOR FRAME 1/4 MAX. SHIMS SWEEP LOCK OPDDNAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING .. ... . . . • • • . FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. . .. • • •• .•• •• • • • •• PRODUCT REVISED •• comphing with the Florida W t1 ARKS NO *Ngo • • .17-0918.09 ' 4 .. • • • • • • • • • • E*Irallon Date 09/2202010 • • •: • •• Ey •� • • • ' • • Madill -Dad uet Gentili • • • • • • • • • • • • • • • • • ••• • • • • • • • • . • • • • 000 • • • • • • • • • • • • • • •. •• • • • = h : OF Df \ /.11111 AL 0 a 0 _ a 0 w p V f 1 cc L- c co 5,n S 3 N M A CC 0 5 5 g 5 0 droning no. W1O-18 sheet 6 of 11) METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX BUCK WIDTH SHIMS 1YPICAL AFICHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME r 1 MIAMI-DADE COUNTY APPROVED I I 1 MULLION & MULLION ANCHORS j I I SEE SEPARATE NOA i EDGE II 1 L DIST. l TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8MIN. r' 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W . THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMETTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • •. • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 By Miami- roduct Control MIAMI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH NA OPV drawing no. W10-18 sheet 7 of 11 ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 TYPICAL ANCHORS SEE ELEV. • FOR SPACING BACKBED CAULKING WODD STRUCTURE 1/4" WAX NOT BY CGI 1/2" INN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING 48 SMS (Fu . 74 K51 INN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD • • • • • • • • • • EXTERIOR • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • FIN FRAME PRODUCT REVISED ss complying with the Florida Building Coda NOA-No. 17-0918.09 expiration Date 09/22/2020 By Mlam rodaet Control 1/2" MIN. drawing no. W10-18 sheet 8 of 11 1� [ COMP-ANL\W10-03CGI� 'ITEM PART / QUANTITY DESCRIPTION MATERIAL 1LANP./S13PPIJER/REMARKS Et , CGI-100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED as complying with the Florida E2 CGI-113 - FRAME SILL 6063-18 CCI EXTRUDER Building COd• AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT • 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CJ1.N. 9638) TEL. (306) 264-3100 FAX (305) 2626978 E3 C01-102 - FRAME HEAD 6083-76 CGI ECTRl10ER NOA-No. 17-0918.09 E4 C01-103 - MEETING RAIL 8063-76 CGI EXTRUDER Expiration Date 09/22/2020 ES CGI-104 - LACK RAIL 8063-T6 CGI EXTRUDER BY E6 CCI-105 - HANDLE RAIL 6063-T8 CGI EXTRUDER Miami -Dade duct Control E7 CGI-106 - SASH RAIL 6063-16 CGI EXTRUDER ED CGI-107 - 5/16' GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700' GLAZING BEAD 6063-75 021 EXTRUDER E10 CG1-109 - FRONT FIANCE ADAPTOR 6063-76 CGI EXTRUDER El I CGI-110 - NAIL MN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB 0 FIXED CLASS 6063-76 CGI EXTRUDER E13 CGI-136 - IF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6083-76 CGI EXTRUDER E15 CGI-140 - 1' MUNT1N 5063-15 C01 EXTRUDER E16 CCI-141 - 2.5' WALJON 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CCU EXTRUDER E18 CGI-114 - SILL SNAP M 6063-16 CGI EXTRUOFR `S02E5 SWIM 120 //UV NOWZ. SLING NDw. (MAW)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 E19 02I-115 - SILL FILLER 6063-76 CGI OCTRUCER ' E20 CGI-116 - FRAME JAMB 6063-76 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T8 CGI EXTRUDER E22 C0-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 C01-109 - FRONT FLANGE ADAPTOR 8063-76 CGI EXTRUDER M1 CGI-382V - GLAZING BUA.B VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CG1-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3' 0 ANCHORS EQUAL LEG COVER/SHIM PVC - N4 - 0.700' X 0.040' BEAD 0E1200 SILICONE SIUCONE GE M5 - 0.700' X 0.040' BEAD DOW 995 SILICONE DOW 146 - 0.700' X 0.040' BEAD 001.4 899 SILICONE DOW 147 - 2/ LITE SETTING BLOCK EPDM DUROMETER 803E SHORE A MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC - IA10 COI-128 2 PER SASH ROLLER HOUSING NYLON - _.. "' ,o i I g d "' pill 2 9 pp Dn F C i i IA11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB 0R EQUIV. IA12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAL END CAP NYLON R&M 1414 391-N 1 PER SASH ARTILJFT BLOCK NYLON Mail M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 C0-134 - JMI8 SPACER PVC PROTOTYPE OR EOM,. A117 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. 1118 C01-132 2PER WO. 2' SASH STOP PVC PROTOTYPE M19 C01-111 0 Fit HEAD SCREW CCNR PVC PROTOTYPE >. a M20 CGI-125 2PER SASH 5*54 CAM (8/1 BALANCE) NYLON R&M 2 o oo v V. EB - i..0 8 S 1422 - VARIES 19-FLO WEEP COVERS - PVC AMESBURY OR EOM 52 - 2 OR 3 PER CORNER / 10 X 1 1/4' LG. PHL PHL SMS. ST/ST. ASSEMBLY SCREW - - 53 - 1 1/4' EMBED. i 8 X 1 1/2' LG. PHL PH. SMS. FIN ANCHOR SCREW - - • • • fill///AA.-- PS I B 5 A. - ` o $ a .4 54 - 4 PER WD. / 8 X 1/Y FM. SMS. ST/ST BALANCE BRACKET SCREW - - • AtUttlll • • • �� Jaf1 /\f.� /�� P� SS 2 PER WO. , 8 % 1' LG. FIE SMS. 51/00. SPIRAL B. ASSEMBLY - - • •• ••• .A • •� •• • • • •• Y 58 - - - / 6 X 1/2' L.G. FH. SIAS. 0 CGI-133 & CAM LOCK - - '� SB - 4 OM. RAIL j 10 X 4' LG. PHL. PH. SMS. ST/ST. ASS�IABLY MEETING RAIL - - - ' 59 - 2 PER AN1aJFT # 10 X 5/8' LG. PHL. PH. 51AS ST/ST. ANTIUFT SCREW - - • _ * • • • • • • • �; v,- • • • • • • • • • '-i • • • • • • • • • • • • • • • • • • • • • • • • OF ' KI, '' 7` '% SSA' .. E�a�?. A�,,,,moLIIAt. YA r`� drawing no. W10-18 (sheet 9 of 11) • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • - 2.113 1.015 -• - 1itI --.065 .490 .120 4- V, 4i l 2.440 j^-2.440 i 1 .705 .050 1YP. .70 .050 TYP. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.A. 3538) T0. (305) 2648100 FAX (303) 262-8976 COMP-ANL\W1 1.550 1.580 .884 L .864 2.348 1.e01 065 1.301 2.848 2.101 065 1.301 1.220 ! .r �.OBs� 1.007 1 7�i 85/16' GLAZING BEAD O .700' GLAZING BEAD 1.155 1.155-1 8MEETING • 1.368-- RAIL .745 - 1.J95 ® NAIL FIN ADAPTER 1.395 1.449 FLUSH 1.015 I F- FRAME HEAD ® FLANGE II 1.015 I-- FRAME HEAD 90 �3 ^1498 •.050 .060 1.015 I- 1.015 I-- I 1.758 065 �T1P 1.413 1 14o 1.140 2.264 }O 1.255 FLUSH FRAME COVER O SCREW COVER F.--�-�r 1.015 �---•r 1 " -� 122D 4.430 3.685 .065 TYP. 2'� 3.930 3.185 .065 rm. 2.885 ID I ' SILL FILLER 1 �1. O' -- 1.043 LOCK RAIL - -1.788 1.450 . 180 •�J 0 FLANGE OSO ADAPTOR 0FLANGE 2.440 FRAME SILL 2.440 O FLUSH FRAME SILL '1 �U 1015 065_ T'P C'�'';I .,_,.. .1 a 2.310 1.220 1 2.737�2.737 .1.�s -.ram. - E2t ALT. O 1.043 LOCK RAIL 2.505 .065 YP. 2.613 2.505 .W5 7YP. 2.613 PRODUCT REVISED is uicomp o�In with the Florida di NOIA-No. 17-0978.09 o y v re R € lill i 4 P g € 1.892-- .065 (TB'. 4 + 1 2 195 i .500 ■ .991 1.000 .B91 1.015 } Expiration Date /22/2020 2.737 0 FLUSH FRAME JAMB (MOVING) 3.237 ® FLANGE FRAME JAMB (MOVING) a BY - 0DLL 1.043 - RAIL .811 yI I .811 r y $ Blum ad due Centro •• • • • • • • • • •• • • • • • • • • • E 11I II1.025 •• ••• •• • • • ••I :*41 ••• • ••• • •• • • • • • •••OF .:drawing745 • • • • • ••• • •• • • •• • • •••'.-1,•W10-18 • ••NAL1;`` • "'MOW, 1O T.505 O6S TYP. 2.505 ,p55 7Yp, o _ _ WE . o z 1.01511. �0• 0•FLUSH FRAME --1.245 JAMB (FIXED) FLANGE FRAME JAMB I.010 (FIXED) 1.015• SASH RAIL (sheet 10 of 11) • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 04110 • • VFNT TOP/BOTTOM CORNFRS .. •.. • . . . . .. • • • • • • • • oo FRANE.BOTTGN SORNI • • • • • • • • •• • ••• • ••• • • • . • • • • • • • • • • • • • ••• • • • • • • • • • • tf' • V., • • •• • • •• •''i • • • • • • • PRODUCT REVISED as complying with the Florida Building Cod. NOMio. 17-0918.09 Expiration Data 09/22/2020 By rillan-11:14A induct Control 1 tiliilii„„ i O a U Riii gPRVg 1111 0 •' /SjiC Of drawing no. ;S,• ... o�C�`.� W 10 — 1 8 rr-Nii,Al))) 3 ` sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • suspend the use of such product or material within their jurisdiction. RER reserves hg sleight to •sew ke thit • acceptance, if it is determined by Miami -Dade County Product Control Section that this pro 11iit or mate a a1 fails t5•:' • • meet the requirements of the applicable building code. •. S • • . • • This product is approved as described herein, and has been designed to comply with the FlgrictiBiu,ilding Code, including the High Velocity Hurricane Zone. • eltgs - MI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CCEPTANCE OA CGI Windows & Doors, 10100 N. W. 25`" Street Miami, Fl. 33172 Sco 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 Prptipct Contsol.$ectioq • • • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reser1t the right tv 4 .we this •' product or material tested for quality assurance purposes. If this product or material fails tgiairnrm in•flft'accepted •..: • manner, the manufacturer will incur the expense of such testing and the AHJ may immedta/i1y revoke, n'iodify, o� •..... • .• . • .. • • DOCUMENT: Drawing No. •• - i - , - . ". _ _ .: •• mg'DOat • • (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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. MIAMFDADE COUNTY APPROVED bL / t,,12otls NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 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 202-9• 4"' 2) Uniform Static Air Pressure Test, Loading per FB6.T'AS 202-94 • • .' 3) Water Resistance Test, per FBC, TAS 202-94(+500.0•1SF, sill •S- .only) • • • •; * • 4) Large Missile Impact Test per FBC, TAS 201-94 •""' 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203'-• ...... • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202•94... . `. Along with manufacturer's parts and section drawing marked -up drawings crakrminum oat** * ... sidelites, by American test Lab of South Florida, Inc., Test Report No. ATI'F'F18.01-12rdated • . • 02/11/2013, signed and sealed by Henry Hatem, P.E. • •• ••:. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC.TitS 20 -°4 • • •; 2) Large Missile Impact Test per FBC, TAS 201-94 ' • • •. • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, 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. r• 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 conformance to FBC 2014 (5th 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 Outshieg, Door (L,AiL)~/S.M.I.):,' sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq( giporaticm,dated • 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ariir2Sd, 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 FlM 14S 202-94 3) Water Resistance Test, per FBC, TAS 202-94• • 4) Large Missile Impact Test per FBC, TAS 201-94.. • : .. . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '..'.' Along with 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 1. Statement letter of conformance to FBC 6fil Edition (2017) prepared by Al Farooq Corporation, dated 11/13/17, signed and of no.fm'nncial interest . • and sealed dry Javad •Ahmad, P'Er • : • 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 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6iH EDITION) FLORIDA BUILDING COOE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAI I m 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 UMrTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. COOE & 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. CONDRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16' ANN. GLASS INTERLAYERS- INSTRUCTIONS: USE CHARTS AS FOLLOWS • • • _ .075' Soflex CP With PET Core By 'Eastman Chemical Co.' 090" Soflex Clear And Color Gloss — By 'Eastman Chemical Co. .090" SentryG7ae By 'Kuraray America. Inc.' .090" Trosifol PVB By 'Kuraray America, Inc: 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 - GE-1200 / AT 1/4 POINTS GLAZING OPTIONS • STEP 1 STEP Z STEP 3 STEP 4 STEP 5 3/16' HEAT STREW!) CLASS INTERLAYERS- _ .075' Saflex CP WMh PET Coro By 'Eastman Chemical Co.' .090' Soften Clear And Color Glass _ By 'Eastman Chemical Co.' .090' SentryGlas By 'Kuraray America, Inc.' .090' Troeitol PVB By 'Kuraray America, Inc.' 3/16' HEAT STREN'D GLASS SIUCONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS •• • • • • • • • PRODUCT REVISED as uilding comps nyode with the Florida B NOA-No. 17-1226.05 ExpinUon Data 08/08/2023 By Mlami-0 e Product Control D00RS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERY •.RE NOT REQUIRED. DETERMINE DESIGN WIND LOAD REQUIREMENT•BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND•Z•NE • • • USING APPUCABLE ASCE 7 STANDARD. FOR SINGLE (2) AND DOUBLE (Xx) 000R CAPACITIES SEE SHEET 2. FOR SIDEL(TE PANEL (0) CAPACITY DEL �HE1� FOR SIDEUTE COMBINATION WITH DOOR • • SEE MULLION CAPACITY CHART ON SHIFT 4. • • THE LOWEST VALUE RESULTING FROM STEPS 2,•.i• AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • •• •• FEB 1'5nig ••• • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • (441.0 drawing no. W13-01 sheet 1 of 13) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 3/16' TEMPERED GLASS 3/8' AIR SPACE 3/16. ANNEALED GLASS .090' Interlayer Safer Gear And Color Gloss By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE SILICONE SILICONE DOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSIL 899 . DOWSIL 899 DOWSIL 899 GE-1200 .. GE-1200 GE-1200 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16' TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS _ .090" Sent yGlas INTERLATERS- By 'Kuroroy America, Inc.' _ .090' Troaifol PVB 8y 'Kuraray Americo, Inc.' 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D CLASS 3 m N\ pal: �\ \ \ \ 1 XL EDGE SPACER y XL EDGE SPACER ST. Si LEL BY 'CARDINAL' -C _! R STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' gO ` DDUR /DURASEAL OR 'QUANEX' / ORPER SPACER BY 'QUANEX' �+ \�+y / SUPER SPACER BY 'Q ANE%' • KODISPACE 4SG TPS BY 'KOMMERUNG' W \ _ — // KOOISPACE 4SG TPS BY 'KOMMERLING' AT 1/4 POINTS GLASS TYPE 'Cl 1' OVERALL INSUL WA. GLASS AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL WA. GLASS GLAZING OP11ON$ 5 XL EDGE SPACER T. STEEL BY 'CARDINAL' DURASEAL BY 'OUANE( OR SUPER SPACER BY 'QUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'C9' 1" OVERALL INSUL LAM. es ASS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • ••• • ••• • • •• • • • •• • • • • • •• •• •• •• •• •• • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • • • • • • • • • FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia a)' reduct Control �'pll tti 111111//i/�i/q/,,,' 70592 > 'fill WO- 5 drawing na.l W13-01 sheet 1.1 of 13) 6' MAX. HINGES HEAD/SILL SEE NOTE CORNERS BELOW 42' DOOR FRAME WIDTH 3" % II / 1 / I 4I ' V _ o n NaZ C - — z // -J/ II Ofu \ \ I I __ t __ 1' \ \ \ ACTIVE. 2 ANCHORS TYPE 'A', 'B' OR 'C' AT STILE ENDS w HEAD/SILL HINGES CORNERS SEE NOTE BELOW 81 1/2" DOOR FRAME WIDTH 3' 8 3 \ - /4./ / / / I' 1\J 1 1 \ \\ \ \- IL__ \ RU BOLT DET SEE RHiET 11 I _ ____ �L___\ D.L OPC. O L I L 1 I I / / / / <, / E 3 POINT LOCK SEE SHEET 10 \\ 7/ \ // \ \\ 1 1 1 /7 __- ___-�F==r- � \ // / ( - ACTNE I. /-L NAC SEE CHART FOR QUANTITY D.L OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION (X) DOOR OPTIONS 28 1/4" D.L. OPG. 28 1/4" D.L. OPG. 4 ANCHORS TYPE 'B' T SR� TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - ± PSP GLASS TYPES 'A', 'B', 'C1', 'C2' & 'C3' FRAME WIDTH (X) WIDTH (XX) HEIGHT 37-1/4' 42' 72' 81-1/2' 96' 96' LEAF WIDTH 35' THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS STD. 80.0 39-3/4' T 80.` ADA 70.0 70.0 SCH CC 80.0 80.0 BLOW 80.0 70.0 CXL 80.0 70.0 KOD ( Q11•N• 80.0 80.0 •0.0 • 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-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. • •• 8 SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK SETS. SCH - SCHLAGE CC COPPER CREEK OLD - BALDWIN • • • • • • • CLAW 111RI8 JT1rc• • • CXL • CARS._ IL • • KpA % KEDISOACEe • `^y • • •U = Qt1NiE7C SSMERSPACER• • • • • • • • • • • • • • • DOOR D 1 0 DIM$ • • • • • • HINGES SEE NOTE BELOW HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4' 4 4 4 3/8' 6 6 6 1/2' 7 7 - SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES. 4' X 4-1/2" BUR 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 2018 PRODUCT REVISED Fu• complrin with the Florida ildin%CCod• l�-!1� • 17-1226.05 D.L.O. HEIGHT = FRAME HiII - 75• • • : • • �xp=i•L�n Ito 08/08/2023 D.L.O. WIDTH (X DOORS) - iRAME II5TTH - 1'335 • D.LO. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 Mom ro uc Contra • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • `11111111II!l/! )P.•'1GENSF'•.• ;{0592 • • C 5 0 5 8 .d oc 5 drawing no. W13-01 sheet 2 of 13) 43 1/8' SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS i g n m O - O J p ,% O 37 1/8' D.L. OPG. TYPICAL ELEVATION ( 0 a 165 1/2' MAX. 42' 81 1/2' 42" SIDELTTE WIDTH 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3' 6' 3' SIDELITE WIDTH IV 1 II \\ II \ II \.1L__ FLUSH, DOLT DETAIL'O ____LL____ II II 'm0 // / / ( SEE SHEET 11 ,�✓_ �F . O - /, _ �. -\ - / / SEE \ \ \ NC i and • S -\ SN�Ei� 0 // \ \ \ \ \ 1iii i I 1 '/' I /N I. II Po II II ----te'IIr--�*- I / %y / / Ii / jI \ o / / \ / _, 1 ACTIVE •I\ -y �; INACTIVE -• SIDELITE LOAD CAPACITY - PSF 0R STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', '8'..C1' GLASS TYPE " 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) INT.(-) ER.(+) INT.(-) EXT.(+) INT.(-) 30" 33' 36' 37-1/8' 39" 42' 84" 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 80.0 80.0 130.0 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 60.0 80.0 60.0 60.0 80.0 80.0 60.0 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 80.0 80.0 - - 70.0 70.0 80.0 80.0 O 37 1/8' D.L OPG. SIDELITE OPTIONS 28 1/4" D.L. OPG. GLASS INSULATOR (IMITATIONS FOR Sinn ITFS WIDER THAN 37-1/8" ONIY 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' OUANEX DURASEAL B SUPERSPACER NOT ALLOWED FOR GLASS TYPE .C3' CARDINAL XL (UNIT MAX. LOADS TO 570.0 PSF) 28 1/4" TYPICAL ELEVATION ( OXXO ) •• •••• •• •• • • •• • • • ♦ 1 1 I I 1 ANCHORS TYPE '13' AT SOLE AND MULLION ENDS • • • •• • • •• • • • •• • • • • • • • • • • SIDELITE D.L.O. DIMS • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 12.875"• • • • • D.L.O. WIDTH - SIDELITE WIDTH - 6' STAND 40LONE SIDELITE ONIZ' D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 37 1/8' D.L OPG. SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' 'El' '0' 1/4' 4 4 4 3/8" 6 6 6 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON - SHEET 2 SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. • • •• FEB1 52018 PRODUCT REVISED as corngQlyyinpY with the Florida • • • • gulldingCorle • a is^te' •• 17-1226.05 • • • • ERpirIHo#Date 08/08/2023 • • • • • • g Mla redact Control- ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• 0 8. V U S 2 FAX, (305) 593-6592 c 9 6 0 9 8 • drawing no. W13-01 sheet 3 of13) DESIGN LOAD CAPACITY - PSF DOOR SIDELITE SIDELITE TO DOOR MULLION SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES -HEIGHT INCHES EXT•(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 80.0 37-1/8 80.0 80.0 39 80.0 800 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 90 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 80.0 24 60.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 96 78.3 78.3 37-1/8 77.2 77.2 39 75.4 75.4 42 72,6 72.6 SIDELITE WIDTH LEAF WIDTH DOOR FRAME WIDTH SINGLE (X) 42' MAX. DOUBLE (XX) 81-1/2' MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE. DOOR/SIDEUTE OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE STJI tM. 0 DOOR FRAME SIDELITE WIDTH a WIDTH , O III/ / I / f• • \\© \ DOOR SIDELfTE FRAME SIDELTE WIDTH L` WIDTH WIDTH ,. �_ / / �',� � 0- / Q /, ✓ •• \ �i \ N i ./\. / \ 0 O /® \� \ / \ / \ \ / / MUWON� ( X%O END ANCHORS l SEE SHEET 3 DOOR STILE END ANCHORS SEE SHEET 1 ( ox0 ) DOOR FRAME DOOR SIDELITE FRAME WIDTH - WIDTH i i \ WIDTH / / / l \ O \ \ \ \ I \ / \__ / / / / ( X0X ) SIDEUTE DOOR FRAME SIDEUTE WIDTH WIDTH WIDTH 1. / \ 5 /w \ /;\ / , \ / ,---. \ \ .'r7. / / -"I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • DECLARATORY STATEMENT DCA05-DEC-219 •• •• • • • `\1o1\11111 )\ ••• ••• •• • • • •• ��` .�"• • PRODUCT REVISED as complying with the Florida FEB 1 5 2018 4p11di e ••• • ••• •ITQ9 No. 17-3226.1V• • • • •. . `•My:ratio: Da t 04114043 • • ••• • • • • • a a roduct Contr ••• • • • • •e• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 4 of 13 EDGE DIST CONCRETE. n ommior 0 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • POURED & HARDENED HIGH STRENGTH GROUT f'e - 5000 PSI MIN. NOT BY CGI WINDOW • 7 MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLO SHNS OPTIONAL TO GROUT) N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE • • • • • • • • • •• • • • FEB1 5 10111 TYPICAL ANCHORS SEE ELEV NS• • • FOR S N� • • • • • SADDLE (ADA) THRESHOLD• • • • • NOT APPROVED FOR WATER INFILTRATRIN RESISTANCE IJMIT MAX. DESIGN LOADS TO ±70.0 PSF • ••• • • • • • • • • • • • • • • • • • • • • a •• lib OR ?ETAILS • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • w • • • • •• •• PRODUCT REVISED as compNing with the Florida Building CCoodd• NOA-No. 17-1226.05 Expiration Date 08/08/2023 BY MI HD •r `roduct Control 0 c drawing no W13-01 (sheet 5 of 13 1BY WOOD BUCK SEE NOTE SHEET 1 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 ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 K51) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS TYPE '8'- ... (LTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 K51) MIN._LFNGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1 /4" DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR • INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 .K51 MIN.) (STEEL IN CONTACT W(IH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FDGE DIa.NI,F INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • } • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • DDOR •DETAILS • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• ••• • • •• •• • • • • • • • • • • • METAL STRUCTURE 11 MWAI-DADE COUNTY APPROVED I1 I I CUPPED MULLION 11 I I 1 SEE SEPARATE NOA 11 FEB1 5 2018 TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying• with the Florida Bufding Cod Non-No. 17-1226.05 Expiration Dots 08/08/2023 By MIam -01` ad roduct Control-- FAX. (305) 593-5592 0 C drawing no. W13-01 sheet 6 of 13) 3/B" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING s METAL STRUCTURE 1/2" MAX. LOAD BEARING' SHIM . CONCRETE OR ' MASONRY' TYPICAL ANCHORS SEE ELEV.. FOR SPACING. ACTIVE LEAF o©© D.L OPG. EXTERIOR LEAF WIDTH O.1/2' MAX. LOAD BEARING SHIM DOOR FRAME WIDTH ©OR 0., EXTERIOR DOOR FRoiVOI I• • • • • • • • • • 1BY WOOD BUCK /SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. • FOR SPACING D.L OPG. LEAF WIDTH • • • •• • • - • • •• ••• •• • • • •• PRODUCT REVISED as complying with th• Florida Building C` • • 1OQL•leo. d7-13ati•O5 • • • • • • • • Expiration Dab' _0812023 • • • _t+ • • • Bye • L� • MI •' •. T nduct C•ntroi • • • ••• • • DDOR •DETAILS ••• • • • • •••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FEBI 5 2019 1/2- MAX 1 LOAD BEARING SHIM BY w000 BU • STRU •TE RE EET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING o a. 0 Pq a 0 CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-5590 FAX. (305) 593-5592 kiEW •O E a 3 2 111 1 drowing no. W13-01 sheet 7 of 13) TYPICAL ANCHORS SEE ELEVATIONS _ FOR SPACING ©® O MATING JAMB FASTENERS ••EDGE'0$T.r . . FOR LOCATIONS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT ■ 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.4.A. 3533) TEL (305) 264-6100 FAX. (305) 262.6976 COMP-ANL\W13-01CGII ,.. L CONCRETE . � .CONCRErf' lee ® SEE DOOR JAMB SPACING v `.' ON SHE • 2 h 3 • ". '•. : W`. " ... \ Z in N N r� Mi. 1 :I — L rli LS LI1 `1.1~7 14L., PRODUCT REVISED 0 Buildl as g Codng with e the FloridaEXTERIOR Noa-No. 17-1226.05 l Expiration Date 08/08/2023 lir By i S i.'S CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 F35. (305) 593-6592 LEAF WITH D.L. OPG. Mlam M Control DOOR FRAME WIDTH roduet SIDELRE WIDTH 42- MAX. SINGLE (X) 81-1/2- MAX. DOUBLE (XX) 1/2- MAX E) M LOAD BEARING. , SHIM '." MATING JAMB FASTENERS to j d F _ j i. . .. ... CONCRETE . OMASONRY O ' O © FOR LOCATIONS ©SEE DOOR JAMB SPACING © ON SHEETS 2 & 3 W '.��y • I N description NO CHANGE THIS SHED REV. PER RER CONMEN(S GENERAL REVISION REV. PER RER COAIIENTS etE. /I ©©c \ `Q m EXTERIOR © D.L. OPG. LEAF WIDTH a TYPICAL ANCHORS SIDEIJTE WIDTH DOOR FRAME WIDTH in o '' . �''-' 0 8 = o © 4• LONG SEE ELEV. FOR SPACING 42• MAX. SINGLE (X) • • • • • • • • • • • • 81-1/2- MAX. DOUBLE (XX) • FRAME WIDTH c 0 0 u © +' �.. • • �• ::• • • • • • • • • • PMATING : PJ� EN ce ): sF FEB 1 5 1018 ` 1� 70�2 = 1 s s k = emicRETE. "o. r.. ." : NOTE• LIMIT' SHIM TOMeTAL41RUCTURT'AT. JAS181TO 3/8' `1 ' Y drawing No. VY 1 , o - • • • • • • • • • • • �i E OFF • • . • 0�•'• CF TYPICAL ANCHORS - • • • • • • EDGE DIST. SEE ELEVATIONS • • • • • • 'DETAILS j''s1/0 •• R:0% FOR SPACING SIDEISTE /i,iii AL t 8 of 1 sheet 8 013) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • �� !19 tY 0 n ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARES `DUMMY ------- --1 1 AL-189 AS REQD. FRAME HEAD & SILL 8063-T8 KEY/AARK / SAPA T- -� 'dr®eU 2 AL-190 AS REQD. FRAME JAMB • 6083-T6 KEYMARK / SAPA r 4-r-`__,__-___- J I AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 93130 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 N.A.N. 3838) TEL (305) 264 6100 FAX (305) 2028978 COUP-ANL\W1 3 K-196 AS REQD. SIDELTTE HEAD & SILLII 6063-16 KEYMARK / SAPA - _ ®� 4 AL-197 AS REQD. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF INACTIVE LEAF 5 AL-198 AS REQD. MATING PETE JAMB 6063-T6 KEYMARK SAPA ^� ' 7 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK SAPA NEW / �T'' _, 6063-T6 ARK / SAPA t'�;J'11 _ _.___ .._. 7 AL-194 AS REQD. A5 REOD. SHEER BLOCK STILE SHEAR BLOCK 6063-T6 KEYMARK / SAPA .rt IE . -• ,•- I � on '1J�■ 1�s� �31( • B 9 AL-199" AL-191 AS REQD. FRAME HEAD &SILL SCREW COVER / SAPA RE00. FRAME HEAD & SILL SLANTED SCREW COVER BOB3-TS KEYMMK / SAPA 10 11 AL-192 AL-121 AS AS RE00. GLAZING BEAD (7/16' LAM.) 6063-T5 KEYMARK / SAPA r__Y OPERATION OF DEADBOLT m 12 AL-123 AS RE00. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 ICEYMARK / SAPA (WITH KEY FROM THE L EXTERIOR OR ER ____ _ THUMBTURN EXTERIOR I I - 13 AL-200 AS REQD. SHEAR PLATE 6063-T8 KEYWRK / SAPA _ FROM THE INTERIOR))-_i---" , 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA ACTIVATES THE THROE -POINT L_--___, _______ J 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYUARK / SAPA REGARDLESSLOCK OFMLOCK SET 18 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPUANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. SECTION AT DEADBOLT LOCK 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY -i g� z 53 Gj en j J CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 18 HD-1204 AS REOD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL USED BY ALL OPTIONS) ALLAY, SILLL CGI PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK. AT ACTIVE PANEL 20 HD-5455 AS REQD. DUMMY LEVER. AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 999 999 22 J10 TOR605 AS REQD. LEVER LATCH LOCK AT ACTIVE PANEL J10 TORSOS AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 24 J060 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10118 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL ACME LEAF INACTIVE LEAF 26 HD-34-10116 AS REQD. DUMMY LEVER A7 INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 9 AT ACTIVE PANEL FMMILM•Pweeem• 1 +'/ill #IMMILMOMIII 27 28 HD- D82410 HD-537 AS RE00. AS REOD. DEADBOLT (THUMBTURN). LATCH LOCK STRIKE PLATE S. STEEL - �,I III h 14'' trill' _ _ 28A - 2 /PLATE /8 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) 5. STEEL - _•J R'1 �i.{{'L' • �•L ��_I4�.� 1�+ ,1 III I * �l�� �__ 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE - S.STEEL - r �1 6� � 294 - 2 /PLATE /8 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - `—f 11 1* �� 30 HD-536N AS REQD. LATCH LOCK STRIKE PLATE SHIM ION CGI Inxy 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON COI _ �l�' o u 43 m n i •? L g 1 32 HD -STRIKE B0x AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR . 33 HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY 5_ STEEL CO 33A H0-533C 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 SECTION AT LEVER LATCH LOCK 35 HD-AB800-US320 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 R00 2 /LEAF •3/8"-16 P11Y THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-Y33321 AS REQD. .187' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR. AT DOOR FRAME HEAD & SILL PVC - SEALANTS: c • o 5 v 41 HD-12-10042 - AS REQD, .350' REACH POCKET SELL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 42 WS-32011 AS REQD. FOAIA-TTTE CLOSED CELL FOAM COMPRESSION SEAL • • -• • • LAMESIBURY • • • • • GE SCS2000 SILICONE SEALANT. 43 HD -Clip ANGLE 2 /EACN 2 x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHMENT) • ALUMINUM • 11,-• • • • • ••rr,,RijQUCT _ (*Dalt: 3/6• - 1- ) dr. by. TMIO I [ehk. by 44 - 3 /CORNER /10 x 1-1/4' PHP. PH. SAS. (PANEL & FRAME ASSEMBLY) •S. STEE` •. f • • • • • s eo7TlUpIyCTg REVISED with the Florida \1111111RTIAA 45 - SEE ELEV. #14 a 3/4' HH. TEK (MULLION ATTACHMENT) 5!SIELL • • • • •S: L • • • • uMt11p • • Cods `�YYJ�.i`}{ AAA '17-1226.05 �� 8/HINGE 4/CUP •12-24 a 1/2' PHP. FH. UC. THREAD FORMING yT -• 02 80. _p y • V N� •'• 46 47 - - , 2/EACH /6 x 1/2' PHP. TH. SAS. (ASTRAGAL ATTACHMENT) S. STEEL - Explratlon Date 0 8/2023 • 48 - 1/EACH g10 .x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. 51EEL - B FEB 1 5 2018 f,\ 49 A3/8"-16 NUT 4 /LEAF •3/8'-16 SERRATED -FLANGE NUT (ZINC PLATED) 9 ERB! -• •••Y rem Dl roduet Contra - _ ,•�(�/ 50 - 2 /FLUSHBOLT 18-32 x 1/2' PHP. PH. M5. (FLUSHBOLT ASSEMBLY) • • S. tEEL •: •• •• dfowing no. `0 W�--01 51 HO-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL). SECURED W/ /6 x 1/2" PHP. PH. SMS. ► ALUIMNUN • LECRAIDI TEO)L • • • • • ' • • 52 HO-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) • • • �i ss• G�� 53 - -. 2/ LITE SETTING BLOCKS EPDM DUROMETER 80E5 SNORE A /A7/ON "Y1V 111/11III1\\ (sheet 9 of 13) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • LOCK (ACNE) STRL ASTRAGAL /10-24 a 2-I/O PNP. P11. 55. 515. 0.450' (OD) a .03l' MTON WASHER 0.255 (00)1 .040+ 2• 5. STEEL SPRING 0A50' (00)+.031• MOM wASn0R TOP MG/ ROD WM1 COOLING NUT (L-STIIL NT.• 48.075.) W1W0 511LNCO2 BLOCK 03.500' S. STES VRIm OOTOM 50/ ICU W/ COUPLING NVT O2'1551 3R7 1114-48101 1 11 11: • . UNLOCKED POSITION LOCKED POSITION •• �••• • • • 6 • • •• • _ • ••• 6•..?• 0 • • . • • • . .• • • •• • • • • •• •. • • • • • • . • • • ••. • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • FEB152018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08f2023 By M ori a c drawing no. W13-01, (sheet 10 of 13 A'.Tr/GN1 1DCI aNKIM15112 — UNLOCKED POSITION � LOCKED POSITION •• •• • • • •• • ••• •• • • • •• • • • • • • •• • • PRODUCT REVISED as complying with the Florida Building Code NOMNo. 17-1226.05 Expiration Date 08/08/2023 By Mia a Induct Control — NOTE: • • • • OLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FEB1 5 2018 0 c D 0 drawing no. W13-01 sheet 11 of 13 L_ .750 Q DOOR FRAME HEAD/SILL 4.062 1.625 L-1.587 O FRAME COVER 3.825 2.458 6.438 1.625 1 075 SIDELITE TOP & BOTTOM FRAME r 1.587 1.6125 .0622 10 SILL COVER 1.788 4.495 .080 5.500 1.410 Q TOP & BOTTOM RAIL t5 SIDELITE JAMB COVER O HINGE & LOCK STILE .326-�jII .070 805 245 �. t t t 1.060 14 ASTRAGAL ADAPTER 135 .625 1.622 SHEAR BLOCK 1.500 .185 .115 SHEAR BLOCK PLATE SADDLE THRESHOLD 1.810 4.000 .120 080 .500 .120-� �-- .125 2.388 �•I 1.225 - DOOR FRAME JAMB 3.005 2.000 1 1.462 4.000 O 500 �75� .070T .420 1' SIDELITE FRAME JAMB 1.465 875 1.061 .995 ., . • • 1 • • .• • .. • . •. 1.184 1-- Alto. •• • • • /1 •••• • • • 1�i+2� • • lLAN STO/ (LAM. GLASS) 1.465 505 II • - • fi704- • • O• • •• • • SIDELITE MATING JAMB • 1 • .995 •.002 r 050 • • • • • •,2 • 1.144 • GLASS STOP (NSUL. LAM. GLASS) • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• •• FED 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 expiration Oate08/08/2023 By MI• roduct Control SY = ,trE Q I y+U J 9 FAX. (305) 593-5592 drawing no. W13-01 sheet 12 of 13 HOLE CAP MATING, JAMB FASTENERS SEE SHEET 8 FOR DETAIL ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS I a 1 �t� j I `0 DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER ACCESS HOLE SIDELITE JAMB CORNER TOP & BOTTOM • • • • ,• • • • •I• • •• • •• • ••• 4B • � • �X \ / • • • • • • ••• • • • • / • • • • • • • SAnni F THRFSHDLD COR Q ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS .6% SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED es complying with the Florida Building Code NOA-No. '17-1226.05 Expiration Date 08/08/2023 By Mia FEB1 5 2018 roduct Control ra414V COMP -ANL\W13-01COI 1.1 drawing no. W 13-01 sheet 13 of 13) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • a • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION TAT -OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc 10100 NW 25 Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamidnd e.eov/economv 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) resurvo the right to have this product or material tested for quality assurance purposes. If this prrdupt pr material• fails to perform in the accepted manner, the manufacturer will incur the expense of such tt ting and th4 2SI1U may • e immediately revoke, modify, or suspend the use of such product or material within•tlelr jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade eipo enty Product•Contro Section that this product or material fails to meet the requirements of the applicablebyiJting co4e.• • • • This product is approved as described herein, and has been designed to comply avith.e Florj .3uilding•;••• • • Code includin • the Hi • t Velocity Hurricane Zone. .. .. .... . c__DESCRIPTION: Series "238" Outswing Aluminum Casement Window - . . • • APPROVAL DOCUMENT: Drawing o. - enes-238 Alum Qutsv ing Ca. ethtttt Wdwe .• . (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision Itdated 08/30/J.7, prepareCl by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -fie. tounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. M AMwADE COUNTY APPROVED filo 11 NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Page 1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 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 J 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 p;;F$•C TAS Q94 •• 2) Large Missile Impact Test per FBC, TAS 2(11-a4. ..:. • 3) Cyclic Wind Pressure Loading per FBC, TARS.U3.-94 • along with marked -up drawings and installation diagram of a.Sei18s 750(I £VV fixed window, to qualify DuPont "Butacite" PVB interlayer, DuraseaT(• .nd Supg. jSpacer®• • insulating glass spacer, prepared by Certified Test LaboratQrits. •Test 1pott No • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh Cu.atel, P.E, • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA5.2Q2,94 2) Large Missile Impact Test per FBC, TAS 20:1-94'• • .. • 3) Cyclic Wind Pressure Loading per FBC, TAS103-94 • . . • • • 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 1Vlissile 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 .E. Product Control E:Tmer 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum. easement window, prepared by American Test Lab of South Florida; Irv,. Test Rtvbrt NC.. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henr7Haltem, P. • • • (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 por.FBt, TA:4'2.0.2 94 • • 3) Water Resistance Test, per FBC, TAS 202-94: • •: . • 4) Forced Entry Test, per FBC 2411.3.2.1, and•tA202-94.6 • • along with marked —up drawings and installation diagram of 21i minurn casement • window, prepared by Hurricane Testing Lab., Inc., Test RiportsNo. nrcooso. 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B 4,ttdendatect 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. H i+:TI-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) 041/1 Manuel Pere 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., fe .t•Reports.ire. FTb- • 1003 and FTL-1041, dated 10/14/94, both signed and sealed byYari).il .... . • • (Submitted under NOA # 96 0417.03) C. CALCULATIONS • ...• . . ..•• . 1. Anchor verification calculations and structural analysis, comply nyith FREI2Q10, 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. 14-4916.11 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. Manuel Pere .E. Product Control E. • n � er NOA No. 17- ' ' 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5" Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 fox specimen A and B and HTL-0080-0905-07 for specimen B and C, issued bX qurricane'Pest Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and ttaled by Vihtz'J. • • • Abraham, P.E. • • • • (Submitted under NOA # 08-1010.02) .. • . • 4. Laboratory compliances letters for Test Reports No. HETI-08-.3143' • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by'>Itficane. •' •' . Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all sikn d and sealed. by Candido F. Font, P.E. •• •• • (Submitted under NOA # 08-1010.02) • 5. Laboratory compliance letters for Test Reports No. HTL-0080- 03b3.96 and • • • • HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/Wand 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. W(WM anuel e'er Product Control E. ,Ter NOA No. 17-08.11 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 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. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourtas tRER) "" • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • •••• • • • • • E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, inc. fgrtl eil • • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expitInb on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. • • • • • F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6tE' Edition (2017) and (Arlo financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. -OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per Product Control E NOA No. 17-0 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 GENERAL WINDOW SECTIONS 'T.ANS-F FRAMF. SNUBBER AT IMPACT VINDOVS ONLY WINDOW WIDTH EXTERIOR INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 STEP 3 STFP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WND VELOCRY, 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 SHALL APPLY TO ENTIRE SYSTEM FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. D.L OPG. I © Old -.DNOTES; THIS PRODUCT HAS OF THE VENT WIDTH WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES WINDOW HEGHT WINDOW WIDTH VENT WIDTH WW-2' D.L CPC. WV-7' ' MAX. i1P. HEAD/SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS I 0 0 MAX. WOW. HEIGHT 42' 63' 84' LOCK POINTS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 2014 (511-1 EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 4 cl)irfl 0' a V � N NO 'L TIN. it I \ TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WOW. HEIGHT 38. 56' 74' 84' SURFACE APPLIED FALSE MJNTINS EPTIONAL 124' MAX. TYP. AT HEAD/SILL LOCK POINTS 2 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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, SIMCED AS SHDWN•ON•DET1<ILS• • • AND INSTALLED PER MANUF'S INSTRUCTIONS. 1PECIFIED EEAltDM 1?T••I0:ASI • • • LL• MATERIAL SHABE BEYOND WALL DRESSING OR•S� CCO. • • • • • • • • A LOAD DURATION INCREASE IS USED 1N DESIGN &F ATcyOQS INTI *WOOD eONLY.• • • • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. (;;�� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT y O '� P �7 COME INTO CONTACT WITH OTHER MATERIALS MATERIASHALL MEET THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA ®LOG. GDIT & ADOPTED STOINEAIDS. as •omplying•nith the Florida BuildinTHIS PRODUCT APPROVAL IS GENERIC.AND�OF� NOT•PROVIDE itTIOly NO*41 Ca•a • FOR A SRE SPECIFIC PROJECT, I.e. LIFE SR•Ei* OF ITSSROPOgONDONOIrM! • 'p-0918.11 OF STRUCTURE RECEMNG THIS PRODUCT ANA SEAUN DG, Eapiratrn �t••10/26/2023 • • WATER INFILTRATION RESISTANCE ETC. • • • CONDITIONS NOT SHOWN IN THIS DRAWING AT✓E TO BEOANALYZED S4PARATEl', By AND TO BE REVIEWED BY BUILDING OFFICIAL - Mia • ade P uct FOR MULLION/MULTIPLE UNITS, REFER TO • • • SEPARATE CGI MUWON N.O.A. • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • to4U COUP-ANLV#98-100CGI J 1 .Q1+i Ih FAX. (305) 593-6592 ie gWg U oaf€� .o • n 8 te L drawling no. W98-100 (sheet 1 of 7 ) GENERAL WINDOW SECTIONS EQUAL_LEG FRAME SNUBBER AT IMPACT WINDOWS ONLY FOR CLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR D.L OPG. VENT WIDTH WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES tw O j J 6 WINDOW WIDTH VENT WIDTH / WW-1 1/2" D.L OPG. WW-6 1/2" / 6" MAX. TYP. HEAD/SILL CORNERS 1. .6 0E SURFACE APPLIED FALSE MUNTINS OPTIONAL 0 I - TYPICAL ELEVATION (EQUAL LEG FRAME) MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HOCHT • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florid■ Building Code • ••• NOA•No. ••47-0916.11 • • •• • Ex ra••• D:o 10/26° • ••• ••• • BYB • • • • • MI. • 42" 63" 84" • • LOCK POINTS 2 3 4 • ••• • • • • ••• • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS ?2017 • 24" MAX. TYP. AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 74" 64" 5 'vCEN2F . No. 70592 • a 0 2 1 a 4 drawing no. W98-100 (sheet 1.1of 7 ALL FRAME AND VENT CORNERS TO DE SEALED WITH GE SILPRUF OR EQUIV. 13 OCORNER KEY .060 THICK ST. STEEL O CORNER KEY .062 THICK ALUMINUM 1.307 O FLANGE FRAME —1.757 L875 .090 TYP. 760 1 - L438 Q VENT (5/16' LAM. GLASS) 1 5 .080 TYP. to EQUAL LEG FRAME 1.875 1.757 .090 TYP. .720 - 1438 --1.624 0 VENT (INSUL LAM. GLASS) ITEM PART / QUANTITY DESCRIPTION MATERIAT. M4NF./SDPPUER/RE1LLRYS 1 CGI-373 4 FLANGE FRAME 6063-T8 WALE( OR EQUIV. IA CG1-397 4 EQUAL LEG FRAME 8063-T6 WALE( OR EQUIV. 2 COI-378 4 VENT (5/18' LAM. GLASS) 6063-T5 IMAM FX OR EQUIV. 28 CGI-381 4 VENT (INSUL LAM. GLASS) 8063-76 INDALEX OR EQUIV. 2C CGI-385 4 VENT (7/16' LAM. GLASS) 6063-16 NDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 IND4LEX OR EQUIV. 3A CGI-398 4 SQUARE GLAZING BEAD 6063-T5 INDOLEX OR EOM. 4 - 4 .080 THICK CORNER KEY ALUMINUM - 5 - 6 .060 THICK CORNER KEY ST. STEEL — 8 AP-425 AS REGD. FRAME WEATHERSTRIPPING - - SCHLEGEL APTUS 7 0250-K-190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (8) f8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCI( STEEL TRUTH. ATTACHED W/ (2) /8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LOCK 98 - 1/ VENT 1,11111 POINT LCCK - INT6NLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER AT FRAME JAMB FACING LOCK STEEL CGL ATTACHED W/ (2) #10 X 3/8' SS SIAS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) /e X 3/8' S5 SUS 11A - 1 OPFAATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) %8 X 3/8' SS 5M5 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - /10 X 1-1/4' SS SMS •• ••• • • P OD C RE ED • •• •• d • qI •• wom 1 � -0t 918.11. Flerlda %WI• ••� iroBTn • • • • itx{Rt•tIle £%te 101l6f2023 •.. • • • • • • • • • • • • 9 • • • • • • . • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. •• • • • •• •• 000 • • • 000 • • —1.757 1 — -.090 TYP. L875 S .720 —1.347— O VENT 7/16' LAM. GLASS) rs U 8 CO 07 U FAX. (305) 593-6592 Q CGI-375: OGEE GLAZING STOP .753 50E1 II I) .830 .617 Q CGI-396: SQUARE GLAZING STOP AAullulir, N .AH " 70592 8 8 c drowing no W98-100 sheet 2 of 7 1/8' ANN. GLASS INTERLAYERS .090" Stifles Clear And Color Glass Ely 'Eastman Chemical Co.' .090" Trosifol PVB By 'Kuroroy Americo, Inc.' 1/8" ANN. GLASS SILICONE GE-1202 DOW 995 DOV B99 5/16" NOMINAL GLASS TYPE 3/16' ANN. GLASS INTERLAYERS- .075" Soflex CP With PET Core - By 'Footman Chemical Co: .090" Saes Clear And Color Gass - Dy 'Eastman Chemical Co _ .090' SentryClae By 'Kuroroy Amerca, Inc.' .090" Trosifol PVB - By 'Kuroroy America, Inc.' 3/16. ANN. GLASS SILICONE GE-1200 DOV 995 DOW 899 3/16" HEAT SIREN'S CLASS _ .075" SaSex CP With PET Core By 'Eastman Chemical Co.' .090" Sofisx Clear And Color Glass INTFRLAYERS-- By 'Eastman Chemical Co.' _ .090" SentryGlos By 'Kuroroy America, Inc.' .090' TroeHol PVB By 'Kuroroy America. Inc.' 4iiI 3/16' NEAT STREN'D CLASS �' 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' � WItFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 997r1ER3 WOW) REFER TO SHEETS 6. 1HLN 7 FOR NSTALATION OETMS .. WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '6' GL33 TYPE '6' WIDTH HEIGHT EDIT. (+) INT. (-) EXT. (+) DM (-) EXT. (+) 1NT. (-) 20' 24' 28' 30' 32' 36' 40" 42' 38, 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" 110.0 186.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 .195.0 110.0 118.9 110.0 185.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 63.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 80.0 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 89.4 110.0 120.0 60.0 80.0 20' 24' 28' 30' 32' 35' 40' 42" S4, 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 925 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 60.9 • 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 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 GLASS TYPE '6' SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL CLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N0 SHUTTERS RE016RF5 REFER TO SecElS 5 T RU 7 FUR 1k5TALLA110N onus PERFORMANCE VALVES OF IMPACT RESISTANT WINDOWS NO sHU1TERs REWIRED REFER 70 SHEETS 5 1NRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' MASS TYPE 'S' GLASS TYPE '6' ENDOW DIMS. G14SS TYPE '2' GLASS TYPE '6' GLOSS TYPE '6' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) D T. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1M. (-) Err. (+) 1Nr. (-) EXT. (+) INT. (-) 20' 24' 28' 30" 32' 36' 40' 42' 20" 24' 28' 30" 32' 38' 40' 60' 66' 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 70.2 77.7 72.8 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 66.7 88.7 60.0 110.0 60.0 195.0 60.0 110.0 60.0 195.0 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 57.5 60.6 57.5 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 20' 24' 26' 30' 32" 36' 72' 66.4 56.1 68.4 56.1 110.0 110.0 195.0 120.0 110.0 110.0 120.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 43.6 46.0 43.8 110.0 110.0 60.0 120.0 120.0 60.0 110.0 110.0 60.0 120.0 120.0 60.0 32' 35" 76' 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24' 28" 30' 32' 75' 52.0 520 110.0 120.0 110.0 120.0 43.5 43.6 110.0 120.0 110.0 120.0 35.1 38.1 110.0 120.0 110.0 • •20.• • 110.0 120.0 60.0 60.0 60.0 60A 60.0 • 60.0 s 20' 24' 28' 30" 32' 84" 41.5 41.5 110.0 120.0 34.9 34.9 110.0 120.0 110.0 110.0• 120.O • 120.(i" s 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 46.3 45.3 48i #MT• • • NOTE: • • LOAD/AREA LIMITS • • FOR +110.0, -120.0 PSF = 16.34 SO. FT. • • • +110.0, -195.0 PSF = 10.00 SO. FT. 19-1/8' 26-1/2" 37" 42' 19-1/8' 22" 3Y 42" 19-1/6" 25-1/2' 37" 42' 19-1/8' 26-1/2' 37' 42' 19-1/8" 26-1/2' 37' 37' 26' 50-5/6' 63' 74-1/4" 77' 110.0 110.0 110.0 195.0 195.0 145.4 110.0 110.0 110.0 195.0 195.0 195.0 110.0 110.0 110.0 195.0 195.0 195.0 110.0 110.0 110.0 86.5 110.0 99.7 74.7 65.6 98.7 74.9 60.0 63.0 46.6 128.1 190.8 137.5 96. 86.6 144.5 104.3 74.7 65.8 104.2 77.9 6011 63.0 46.6 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 60.0 110.0 110.0 59.8 56.3 195.0 * 195.0 195.0 194.5 120.0 195.0 195.0 120.0 120.0 195.0 120.0 120.0 60.0 195.0 120.0 59.8 56.3 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 60.0 110.0 110.0 59.6 56.3 * UMIT MAX LOADS TO 171.0 PSF WHEN M11LT1 POINT LOCK BY 'INETRLOCK' 0 IS USED 195.0 * 195.0 195.0 120.0 120.0 195.0 195.0 120.0 120.0 195.0 120.0 120.0 60.0 120.0 120.0 59.8 56.3 ** SIZE 3�7" X 77- APPLICABLE TO FLANGE FRAMES ONLY • • • • • •EE SW 1 • • • • • • PRODUCT REVISED •a• complying with the Florida BSLilding bode • • • • • 80AJI4R 17-0918.11 Expiration Date 10/ I2023 • • • • • • • • • • • • •• • • • • By • Blom • • • • • • .[i�•U U 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ,e v 8 5 ,14 drawing no. W98-100 (sheet 3 of 7 1/8' TEMP. GLASS AIR SPACE 1/8' ANN. GLASS .075' Soflex CP With PET Coro - By 'Eastman Chemical Co.' .090' Saflex Clear Md Color Glass - By 'Eastman Chemical Co.' NTERLAYERS- 090" SentryClas By 'Kuroray America, Inc.' _ .090" TrostIfol PVB By 'Kuroray America, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DEN 899 XL EDGE SPACER XL EDGE SPACER Si. STEEL By 'CARDINAL' SETTING BLOCKS ST. STEEL BY 'CARDINAL' / SETTING BLOCKS OR 2 LITE OR Irw✓ [�I � 2 LITE DURISEAL BY 'OUANEX' EPDM DURASEAL BY 'QUANEX' EPDM OR DUROUETER 55±5 - OR DUROLUETER 85±5 SUPER SPACER 8Y 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '3A' 1/8' TEMP. GLASS AIR SPACE 1/6' TEMP. GLASS NTERLAYERS- .075" Seas CP WIth PET Core - By 'Eastman Chemical Co.' .090" Saflax Claor Md Color Class - By 'Eastman Chemical Co.' _ .090' SentryGlos By 'Kuroray America, Inc.' _ .090' Troalfol PJ8 By 'Kuroray America, Inc.' /8• TEMP. GLASS SILICONE GE-I200 DO'S 995 DIN 899 GLASS TYPE '2A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SMRRRS QONRED REFER TO SHEETS 5 TRU 7 FOR 909AIA110N DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 17RU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUITED REFER TO SHEETS 5 7HR1.1 7 FOR t61N1ADON DUALS WINDOW DIMS, GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DOTS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. MASS TYPE '2A' GLASS TYPE 'SA' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) TNT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) FM. (+) 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• 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 26-1/2' 110.0 203.0 110.0 195.0 65.8 95.4 170.0 120.0 110.0 167.9 110.0 195.0 76.7 83.3 110.0 120.0 37' 26' - 110.0 145.4 110.0 195.0 110.0 138.6 110.0 195.0 73.2 77.7 110.0 120.0 42' 110.0 128.1 110.0 195.0 * 110.0 129.5 110.0 195.0 70.2 723 110.0 120.0 19-1/6" 110.0 190.6 110.0 195.0 110.0 121.4 110.0 195.0 64.8 64.8 110.0 120.0 26-1/2" 38-3/5' 110.0 137.5 110.0 195.0 107.9 107.9 110.0 195.0 60.0 60.0 - - 37" 98.5 96.5 110.0 120.0 97.1 97.1 110.0 120.0 42' 86.8 86.8 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 20' 24' 29' 30' 32' 36' 40" 42' 42• 110.0 166.5 110.0 195.0 20' 24' 28' 30' 32" 36' 40' 66" 86.7 66.7 110.0 169.0 19-1/6' 110.0 144.5 110.0 195.0 26-1/2. 99.7 104.3 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 120.0 37' 50-5/8' 74.7 74.7 110.0 120.0 110.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 118.2 57.5 57.5 110.0 112.2 19-1/8' 96.7 104.2 110.0 195.0 104.1 104.1 110.0 120.0 26-1/2' 74.9 77.9 110.0 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 37' 63" 60.0 80.0 110.0 117.0 83.3 83.3 110.0 120.0 • 60.0 00.0 - - 42" 60.0 60.0 - - 79.3 79.3 110.0 120.0 20' 24" 28' 30' 32' 36' 66.4 66.4 110.0 120.0 56.1 56.1 109.3 1093 19-1/6" 63.0 63.0 110.0 120.0 20' 24' 28' 30' 32' 38" 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. 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 37" 59.8 59.8 - - 46.0 46A 89.8 89.8 104.1 104.1 110.0 120.0 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - - 97.1 87.1 110.0 120.0 60.0 60.0 - - • i • • • • * UMR MAX LCUOSI)O 171.0 PS` • • WHEN MULTI PO WE BY •IPTRIQCK• 9• 5 115601 • • •• ••• • •••• •• • ** SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 • • • • • • • • • • • • • • • • • • • NOTE: • • • • • • LOAD/AREA LIIMI16 • • • • • • FOR +110.0, 1120.0•PSF = 1�34 SQ. FT. +11nn -1 Q5. n PSF = In nn Sn FT 91,1 91.1 110.0 120.0 80.9 60.9 110.0 120.0 32' 36' 78' 60.0 80.0 - - 60.0 60.0 - - 72.5 72.8 110.0 120.0 69.4 69.4 1ip.0 120.0 20' 24' 26' 32' 7°• 52.0 52.0 101.3 101.3 43.a 43.8 85.4 85.4 20' 24' 28" 30' 32' 36" 40' 42 54'• 110.0 129.5 110.0 195.0 38.1 38.1 74.3 74.3 98.0 107.9 110.0 195.0 60.0 60.0 - - 92.5 92.5 110D 120.0 84.4 86.3 110.0 120A • 20' 24' 28" 30' 32• 64' 41.5 41.5 80.8 80.8 34.9 34.9 6E1.0 68.0 80.9 80.9 110.0 120.0 54.5 54.5 - - 71.9 71.9 110.0 120.0 64.8 64.5 110.0 120.0 51.2 51.2 - - 48.3 4A3 - - e1.7 61.E 110.0 tzo_o • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10126/2023 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • ND FLORIDA BUILDING COMMISSION • • 'DECLARATORY STATEMENT DCA05-DEC-219 • • •• • • • • • • • • _ • • i•. �i L3 0 ?R7 L. • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • toy' o • 'a ga0 N 'iF 0 2ra reo• ff o GHg o'0 o N_ roR a a2� 0 la U FAX. (305) 593-6592 a 0 m D 14 3 c • drawing no. W98-100 (sheet 4 of 7 SEALANT INSTALLATION . CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION • 1' M N. 2-1/2' MIN. INSTALLATION TYPE '1' 1 3/8' 2 1/8' WOOD BUCK TYPE '1' MATEPIAI • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT 1' MIN 2-1/2' MIN. INSTALLATION TYPE '2' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION -' 1 2 1/8' WOOD BUCK TYPE '2' MATERIAL. PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 3/8' WOOD BUCK TYPE '3' MATFRIAI: 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 PrIALT. ANCHOR LOCATION ITH SHEAR CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8' MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATFRI&I' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING 11tOT • • • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES .1/8' THK- MIN. ATTACHMENT TO METAL STRUCTURES 1/8' MIN. —, TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr —1 I SEE SHEET 6 FOR DESCRIPTION +ommul�ronmorl�r ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-09113.11 Ex 'ration Date 11000//2266//y2202233 lam ade Product Gdntrol • • • • • • •• • • • •• • • • •• • • • • • • • • • •�l�-r� t7 • • • • • • • • '"+ LJY! • • •• • • ••. • 0� • • •• •• • •• • • •• • • • • • • tin 11111 i• JP�.AFI ucraiaF •. 70592 OF l NA1.l J a o ' 0 0 i ` .72 0 0 k' r a drawing no. W98-100 (sheet 5 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • •- •- • • • • • • 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 8 FOR DESCRIPTION tt INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAII ON ALL FOUR SIDES/USING WOOD .v • 1' MFI. 2-1/2' MIN. INSTALLATION TYPE '2' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTKIN 2 1/8' MIN. WOOD BUCK TYPE '2' ligEBIAi • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' -i BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 2 7/8' WOOD BUCK TYPE '3' MATFRIM• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ WOOD BUCKS 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 2 1/8' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TQ METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TQ APPROVED MULLIONS PRODUCT REVISED ee complying with the Florida W(K7D �U( I( TYP ' }' Building Code • • • MATERy1 • INESFURG TRT•ATEP •• • �ARIfo. 17-0918.11 • • • • • • • • EABiretlon Date 10/26/2023 TYPICAL INSTALLATION DETAI` • • e ON ALL FOUR SIDES/USING• MOOD, • • • • • • • NI ade Product on • ••• • ••• • • • • • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 70592 tt l t- TE OF (( �AAN‘ ss fa 8 8 z [1( SERIES-2313 ALUM a 6 6 6 2 9 P v 6 8 E a 8 2 0 a k drawing no. W98-100 sheet 5.1 0f 7) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS (I1) ANCHDE3 W/0 SHEAR CLAP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DINS. AT 17' 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WINDOW DIMS. AT 17" O.C. AT 10" 0.C. AT 17' D.C. AT 10' 0.C. WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" O.C. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 93173 (C.A.N. 3638) TEL (305) 2648100 FAX. (305) 2526978 WIDTH HEIGHT EXT.(+)/ENT.(-) EX .(+)/ENT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXI.(+)/INT.(-) EXT.(+)/ENT.(-) EXF.(+)/ENT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/64T.(-) EXT.(+)/ENT.(-) EXT.(+)/94T.(-) EXT.(+)/INT.(-) 20' 195.0 195.0 154.8 195.0 32' 133.2 195.0 78.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 24' 195.0 195.0 129.0 172.0 36' 76, 118.4 189.5 67.9 108.6 28-1/2" 26' 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 772 115.9 30" 130.0 195.0 103.2 137.8 24' 173.1 195.0 99.2 155.8 19-1/8' 195.0 195.0 131.9 195.0 32" 36" • 168.8 195.0 96.8 129.0 25" 78' 148.4 195.0 85.1 136.1 26-1/2" 38-3/8' 191.2 195.0 109.6 146.1 36' 150.0 195.0 88.0 114.7 30' 138.5 195.0 79.4 127.0 37' 136.9 182.8 78.5 104.7 40' 135.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 42" 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8' 193.2 195.0 110.8 138.5 20" 195.0 195.0 1327 178.9 24' 195.0 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 24' 192.9 195.0 110.6 147.4 25" 84" 165.3 195.0 94.8 142.2 -19-1/8" 195.0 195.0 123.3 195.0 28' 165.3 195.0 94.8 125.4 32" 154.3 195.0 88.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 30' 154.3 195.0 88.5 117.9 - 37' 63• 111.2 194.6 63.8 111.6 32' 42,. 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 128.6 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 195.0 36" 40' 115.7 154.3 56.3 88.5 26-1/2' 74-1/4' 164.7 195.0 94.4 151.1 - 1 42' 110.2 .146.9 632. 841 37' 117.0 188.6 67.6 108.1 SERIES-238 ALUM OUTSWIND CAs0 ENT W'DW. (LM.I. CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FNL (305) 593-6592 20" 195.0 195.0 154.8 1935 24' 195.0 195.0 129.0 161.3 28" 192.9 195.0 110.6 139.2 30" 160.0 195.0 103.2129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 32" 48" 188.9 195.0 96.8 120.9ffil36` L9H "HIE 150.0 187.5 ea.D 107.5 1/4" DIA. KWIK-CON II BY TI• (Fu-163 KS1, Fy-157 KSI . 40' 135.0 168.8 77.4 96.81 1 /4" DIA. UI TRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KS1) 42' 1258 160.7 73.7 92.1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES zo' 195.0 95.0 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD 24" 195.0 195.0 114.7 172.0 28' 171.4 195.0 98.3 147.4 THRU 1BY BUCKS INTO CONC. OR MASONRY 30" 160.0 195.0 91.7 137.6 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 32' 54, 130.0 195.0 88.0 129.o ui4 DIRECTLY INTO CONC. OR MASONRY 36" 133.3 195.0 76.4 114.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 40' 120.0 180.0 65.8 103.2� Fl p (GRADE 2 CRS) 42'20' 114.3 171.4195.0 65.5185.8 98.3 195.0 3.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") 24'leo.D 195.0 11232 t54.e INTO METAL STRUCTURES 25' 154.3 195.0 88.5 132.7 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) g 30' 144.0 195.0 826 123.8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) WITH SHW.AR CHIP o 3 6 g 32' 60' 135.0 195.0 77.4 118.1 INCHORS / W 0 SHEAR CIO ANCFORR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) : 36' 120.0 180.0 68.8 103.2 TYPICAL DISTANCF glAi0 40" 105.0 152.0 61.9 92.9 .EDGE b r 8 a s 42' 1029 154.3 59.0 eas INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. 20' 195.0 195.0 140.7 195.0 24' 195.0 195.0 117.3 164.2 INTO METAL STRUCTURE a 3/4' MIN. o , +o..dn n "a 28" 175.3 195.0 100.5 140.7 • • • • • • ^CON�IETE ♦T IjEAD, tlld. OR JAMBS fc 3000 P51 MIN. . o .$ 'n IL r d S 0 E 8 30' 56' 163.6 195.0 93.8 131.3 • • • •C-00 FALIDW,IFILLND BLOCK AT JAMBS Pm .• 2000 PSI MIN. o s _ ^ 32" 153.4 195.0 88.0 123.1 • • • • • • • • • 36' 136.4 190.9 78.2 109.5 • • • pR C'� REVISED ``1ts1Du I L� ;'LT with the Florida //� o ..._.. ,--. 40' 122.7 171.8 70.4 98.5 • • • • • • • • � p•lr,-• „ ui In e ` Y.• i 1 20' 195.0 195.0 . 129.0 180.E NOA-No. 17-0918.11 LI 3 24" 157.5 195.0 107.5 1505 'ration Date 10/26f2023 _ _ ND.705t12 ., r e 28' 72' 160.7 195.0 92.1 129.0 • • • • • • • • _ _ * * _ 30' 150.0 195.0 88.0 120.4 By • 32' 140.E 195.0 80.E 112.9 Mia dsib ro not C M •F • • • • • • • • • • g no. 38' 125.0 175.0 71.7 100,3 • • •• • • ! (`]1�• • •• • • •• • YfU2.: / �� �R10• 1 • • • •-100j711111Lof 7 • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DDSB. WIDTH HEIGHT EXT.(+) ANT.(-) WINDOW DOSS. WIDTH HEIGHT EXT.(+) 20" 24" 28" 30' 32" 36' 40' 42' 38' 110.0 195.0 110.0 195.0 110.0 186.5 110.0 1824 110.0 179.5 110.0 177.3 20' 24' 28' 30' 32" 36' 76" 105.8 120.0 90.8 120.0 80.5 110.3 78.3 104.7 60.0 60.0 50.0 60.0 105.8 145.1 97.0 120.0 20' 24' 28' 30' 32' 36" 40' 42' 42' 110.0 179.5 110.0 159.6 106:9 146.6 20' 24' 28" 30' 32' 78" 102.7 120.0 58.2 120.0 77.9 120.0 73.9 101.3 80.0 80.0 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20' 24' 28" 30' . 32' 64" 110.0 120.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 60.0 20' 24' 28' 30" 32' 38' 40' 42' 48" 110.0 185.0 110.0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20' 24' 28' 30" 32" 36' 40' 42" 54' 110.0 174.1 110.0 1520 99.8 120.0 95.5 120.0 91.9 120.0 882 113.2 82.2 112.7 80.6 110.5 20" 24" 26" 30' 32' 36' 40" 42' 6o' 110.0 153.2 97.0 133.0 86.8 119.0 82.8 113.5 79.4 108.8 73.9 101.3 60.0 60.0 60A 60.0 20' 24' 28' 30' 32' 36' 40- 66" 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20' 24" 28" 30' 32' 38' 72' 110.0 154.5 97.0 120.0 88.0 117.9 61.7 1120 77.9 1089 60.0 60A PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIYB. MOTH HEIGHT EXT.(+) 19-1/8" 28-1/2' 37. 42" 26' 110.0 195.0 110.0 195.0 110.0 154.2 110.0 1524 19-1/8" 26-1/2' 37' 42' 38-3/8' 110.0 195.0 110.0 172.6 110.0 156.3 85.7 120.0 19-1/6" 26-1/2" 37" 42' 19-1/8' 26-1/2" 37' 42' 19-1 /6' 26-1/2' 37' 19-1/8' 26-1/2' 37' 19-1/8" 28-1/2' 37' 50-5/8" 63" 74-1/4" 78" 77' TYPICAL ANCHORS( SEE ELEV. FOR SPACING 110.0 110.0 94.0 89.8 109.3 84.8 67.9 80.0 110.0 68.4 80.0 109.9 64.0 60.0 108.3 827 60.0 A - 1/4' DIA. KWIK-CON II BY 'HILTI' (Fu.163 K51, Fy-157 650 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1 /4" DIA. UI TRACON BY 'ELCO' (F.-177 K51. Fy155 KS1) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4' MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - 114 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL FfGE nISTANCF INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO W000 STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c 4. 3000 PSI MIN. C-90 HOLLOW/FII I Fn BLOCK AT JAMBS f'm - 2000 PSI MIN. 195.0 154.7 120.0 120.0 149.9 116.2 93.1 60.0 154.8 118.5 80.0 120.0 115.2 80.0 120.0 113.4 60.0 ALUMINUM BUCK FRAMING DETAILS _ REFER TO SHEETS 3 THM 6 FOR WINDOW CAPACITIES USE LOWER APPUCABLE VALUES. /14 SMS AT 6' FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD/SILL '1YPICAL ANCHORS TYPE 'A' OR 'B' AT 6' FROM ENDS AND 17" O.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEM/SILL INSTALLATION TYPE '5' 114 SMS AT 8" FROM ENDS 17" O.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE AT 6" FROM ENDS MID 17' 0.C. MAX. AT JAMBS 24' O.C. MAX. A7 HEAD/SILL INSTALLATIONTYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL PRODUCT REVISED ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as complying with the Florida Building Code NOA'14o. 1 T-0918.11 Expiration Date 10/213/2023 • ••• • •D 5 • • •• • • • • • • • • • •• • • ••• • • • •_ • S123• • • ••• • • • •• .903 By •Ala " ado Pr • • uct o .ALUMINUM Rah •i0�7� •OPTIOY�taCfT � ••• n 6063-16 • • • •• • 1�i6 ••• • • • • 4? V v r'g l? • • •• • • •• • • • • • • • • • Ili•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `\1j11111 4f, ND. r.:.. J a • 0 g 1 8 .9 drawing no. ,W98-100 (sheet 7 of 7