Loading...
WS-19-88010 0 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 RECEIVED APR 2 3 2019 2' P -�, FBC t2�icc1k----� n�( BUILDING Master Permit No. "'� PERMIT APPLICATION Sub Permit No. �LIILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL [PUBLIC WORKS [� CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 43 j / V E / i "r City: 1 Miami Shores County: Miami Dade Zip: 33/ 38 Folio/Parcel#: 1_ 1- .320fe -©/7 —f-f Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): rr (rl a /lDmpi Phone#: Address: 31 Nw It* ,5T City:�\c1rYi1 �DfeS State: Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: `FreffAi w— W 1 n 0a, '&a) fr" Phone#: C3v!� 8?0 • `�`�`I`� Address: 65 DD AW 67 City: 1 A IC ryil State: Zip: 3'�) Qualifier Name: C 6-06ya 43CA WZ-7 C> Phone#: State Certification or Registration M C 6C 12..5 / &P V % Certificate of Competency #: ` ,L DESIGNER: Architect/Engineer: 1,_ �,�//�� M55 Phone#: Address: /b 0 GW A l4Y6 . 5t i (riG I m City: c H-qkd State: Zip: 37� 72- Value of Work for this Permit: $ 2- T oC Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Description of Work: i 5W 1 A••C-t �l 2-1 wi n do wg A01 d 6 n%Y-s -{-gyp i rY?l��Uf' Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ Cb Q TOTAL FEE NOW DUE $ 32) 1 . Z� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit, with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a relnspectlon fee will be charged. Signature Ell _ e- 9/9�� OWNER or AGENT The foregoing instrument was acknowledged before me this <S day of ��rC� 20 11 by �►''t IVI. /'f jC-t1QVC-"l who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: K�ir 15 Seal: APPROVED BY (ReOsed02/24/2014) ps� Notary Public State of Fbr�da +P-u Kristen SCavuo y C My Commission GG 282163 wr Exptes 12/05/2022 Signature C; ONTRACTOR The foregoing instrument was acknowledged before me this day of M4- I Ok 20 1 9 by Ci'ib`f'f s cew 0%1-0 who is anally�c ow as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: ELL 'L' A!1't�AOMION 0 0018W Print: r � . ' 1,2M Seal: Bag ThruNoOayPubAcUndxnMters Plans Examiner Structural Review Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled eme �uahfier/nerS(86 Date Print Name U 1101 U 9 9 111A K EM Summary Report Property Information Folio: 11-3206-017-0500 Property Address: 431 NE 100 ST Miami Shores, FL 33138-2446 Owner THOMAS HALLORAN ERIN HALLORAN Mailing Address 431 NE 100 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1200 SGL FAMILY - 2501-2800 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,727 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $345,138 $345,138 $287,615 Building Value $189,799 $189,799 $189,799 XF Value $600 $610 $620 Market Value $535,537 $535,547 $478,034 Assessed Value $190,657 $186,736 $182,896 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $344,880 $348,811 $295,138 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 AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOTS 16 & 17 BLK 90 LOT SIZE 100.000 X 115 OR 16183-4585 1293 1 Generated On : 2/22/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $140,657 $136,736 $132,896 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $165,657 $161,736 $157,896 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $140,657 $136,736 $132,896 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value F $140,657 $136,736 $132,896 Sales Information Previous Sale Price OR Book -Page Qualification Description 11 /02/2018 $700,000 31232-3048 Qual by exam of deed 12/01/1993 $155,000 16183-4585 Sales which are qualified 07/01/1986 $140,000 12945-3167 Sales which are qualified 11/01/1978 $100,000 10203-1188 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: IT11WINDOWS ■T.yla^1s■T..•��1112 Commerce Way, Miami Lakes, FL 33016 110 ■ 1 ■'JTIGLwww.pre LIC# CBC12o51687 & DOORS CONTRACT W W W. P R E S T I G E W I N DOOR. COM PO # Prestige Rep: Jakob Muller Date: 02/14/2019 CUSTOMER INFORMATION Name: Erin Halloran Address: 431 NE 100 ST Miami Shores, FL 33138 Phone: 352 262 3193 Email: halloran.erin@gmail.com WINDOW AND DOOR REPLACEMENT SPECIFICATIONS Please see attached window and door breakdown Window Manufacturer(s) CGI Door Manufacturer(s) CGI Frames Glass Type Glass Color Grids Total # Of Windows 21 Total # Of Doors 3 Quote # Gil White Aluminum © Bronze Aluminum E3 Clear Anodized Aluminum 0 Other © White Vinyl [3Bronze Vinyl []Two Tone Vinyl (Bronze Ekt. / White Int.) © Laminated Impact Glass 0Insulated Laminated Impact Glass © Clear (no tint) © Grey 0 Bronze © Clear LoE 36613 Other- 0 Yes © No (If Yes, Please Specify Design and Windows/Doors receiving grids) Screens © Yes 0 No Operable windows and sliding glass doors, ONLY. Swing Door Hardware Color QSatin/Brushed Nickel 'WOil-Rubbed Bronze 0 Polished Brass (not avallablefor all doors) Handle Style and Color will be different depending on manufacturer, please see attached handle confirmation sheet. Additional Products DESCRIPTION OF WORK • Remove old windows and doors. • Clean and Inspect openings. • Install new windows and doors. • Anchor with approved tapcons. • Caulk and seal Inside and out. • Clean work area. • Sweep/vacuum all work areas • Haul away old windows, doors and debris for proper disposal. • Patch perimeter stucco and interior dry wall where necessary. • Perimeter caulking on stuccoed areas (we caulk before the stucco). • Assist In moving furniture for install and assist in restoring to original location once opening completed. • Cover and protect furniture during Install. • Coordinate all inspections as required by agencies having jurisdiction over the work. • Provide partial release of Ilen with every invoice, if necessary INCLUDED Standard Installation, Standard Engineering, Drawings, Permit Processing and Permit Fees EXCLUDED Floor/tile repair, painting, alarm repair, major stucco repair, window sill replacement, curtain removal and replacement, additional engineering letters and special inspections if required by City/county. SECURITY BAR, SHUTTER, AND AWNING REMOVAL p Included p Not Included NOTE If an existing shutter does not allow for the installation of the new window/door and PURCHASER does not want to remove the shutters, Prestige Windows and Doors will remove at no additional cost but PURCHASER Is responsible for reinstallation of shutter. is **" Wt PRESTIGE 01 WINDOWS &DOORS 11 .•• • 8232 Commerce Way, Miami Lakes, FL33016 P:305-820.5999 www.p rest igewl n door, co m LICK CBC1251687 CONTRACT SECURITY BAR, SHUTTER, AND AWNING REMOVAL (CONT.) Removal of security bars, galvanized steel panel shutters, and awnings Is an additional $100 per opening, removal fee Includes touching up the stucco ONLY in areas where the security bars, shutter screws, and awnings are removed. Aluminum panel and accordion shutters removed and kept by Installers, Including tracks, Is FREE of charge. LEAD TIME Upon contract signing, lead time Is approximately 6 to 8 weeks. Delays of permit process, manufacturing, and HOA approval may extend lead times. Corot Gables/Mfami Beach Customers: Lead time does not Include permit approval process, can be up to 30 days. Manufacturing cannot occur until permit is approved. INSTALLATION Approximately 3 to 5 windows per day or 1 door per day depending on project size. NO OPENING WILL BE LEFT OPEN OVERNIGHT, WHATEVER iS OPENED WiLL BE CLOSED. WARRANTY RESOLUTION Payment cannot be held due to stress cracks, manufacturer backordered materials, or manufacturers errors/defects. These are considered warranty issues and will be handled by our service department through the manufacturer's warranty process. FINANCING All financing documents to be signed at delivery. Lender will not fond until final Inspection has passed. Delivery will not occur until financing documents are signed. PACE PROGRAMS PACE financed projects require a SO% refundable deposit, The deposit will be refunded once PACE finance company has funded Prestige Windows and Doors. HOA APPROVAL REQUIRED CI Yes 0 No NOTE HOA opprovol process may take up to 30 days, orders CANNOTbe ploced without written approval from HOA/Manogement Company. Management Company Contact Information Materials, Installation, and Sales Tax: Permit, Processing, Engineering, Drawings: Grand Total: Proposal prldng volld for 30 days 50%' Deposit Upon Acceptance: 40% Payment Due on Delivery: 26,958.00 1,250.00 $ 28,208.00 $ 14,104.00 $ 11,283.20 10% Balance on Passing of Final inspection: $ zr$20•8V ©Credit terms arranged for balance due (pencnng credit application approval) Ii nnancing Is cancelled, cash terms apply: 50% deposit 140% delivery / 10% comptation r3c7 dit Card (Auth. Form Attached) Cash / Check # D t/ Ilhere Is a $35 fag for any UnpaidJraturned check) The above prices, specifications, terms and conditions are satisfactory and hereby accepted. you are outhorued to do the work os speolfled, Payment will be mode as Indicated above. Pricing subject to change based on findings at production measurements, latent material defects are not included In this contract. Materials remain the sole property of Prestige Windows & Doors until the Job Is paid In full. If It becomes necessary for Prestige Windows & Door, to employ a cvNection agency and/or attorney to collect an this bill, I undersigned, agree to pay all court costs and ortorney fees. Any alterations or deviation front agreed pions involving extra costs will be executed only offer written and signed changed order and will become an additional charge. BUYERS RIGHT TO CANCEL All work on the above -mentioned property herein will be performed In a timely and professional manner. Buyer may cancel this Agreement by providing written notice by USCertified Muff, Return Receipt Requested to Prestige Windows. This cancellation must be written !n English and postmarked before midnight of the 3rd business day after you sign this agreement. For the purposes of this Agreement; a "Business Day"shall include Monday through Saturday but shall not Include Sundays or any legal holiday on which the Postal Service does not deliver. If the right to cancel period expires, the PRESTIGE's controctmay not be cancelled by the homeowner or appycant, the total amount of the contractmoy be collected by PRESTIGE, and if any court action is needed, the buyer will be responsible for any costs incurred to enforce this agreement _ IN WITNESS WHEREOF, the Potties ocknowledge and agree to the terms of this Contract and, Intending to be legally bound hereby, have hereunto set their hands and seals as of the date herein. Only terms written in this Contract and approved by Prestige management will become port of this Contract. NO VERBAL. COMMITMENTS FROM SALES OR OTHER PRESTIGE REPERENTATIVE WILL BE HONORED PURCHASER _�—D DATE QL14/2019 PRINT Eri Halloran PRESTIGE REP WJIA,-- DATE 02/14/2019 PRINT Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit Ato.: WS-04-19-880 ^^� Permit Type: Windows/Shutters MIRM classification: Window/Door Replacement Permit status: Approved Issue Date: 04/24/20,19 1 Expiration: 10/21/2019 Location Address Parcel Number 431 NE 100TH ST, Miami Shores, FL 33138 1132060170500 Contacts ERIN HALLORAN Owner PRESTIGE WINDOWS & DOORS Contractor 451 NE 91 ST, MIAMI SHORES, FL 33138 CRISTINA SCAVUZZO Other: 3522623193 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 Description: REPLACING 21 WINDOWS AND 3 DOORS TO Valuation $ 28,208.00 Inspection Requests: I M PACT 305-762-4949 Total Sq Feet: 0.00 �'-Mj Fees Amount Application Fee - Other $50.00 CCF $17.40 DBPR Fee $5.10 DCA Fee $3.40 Education Surcharge $5.80 Scanning Fee $9.00 Technology Fee $8.50 Windows/Shutters Fee $290.00 Total: $389.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $389.20 Check # 6347 04/24/2019 $389.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining the to and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In a�ting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requiked for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. ERS A `FI I : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws itind cp st cti and zoning. Futher4ore, I aujhorize the above named contractor to do the work stated. / Agent April 24, 2019 Date Page 2 of 2 Home Owner ITh omas & Erin Halloran 04/19/19 Date MARK Window/ Door SGD, mull WIDTH (in) HEIGHT (in) Window/ door replaced ? Product Approval # Allowable pressure r . NnA Shutter required? (y/n) Product rated for impact? H psf H psf % °.'. . .°°° °°° °°° °° � % ° ° ° ° :- R,-r;7 ED APR 2 3 2019 r' GUEST BEDROOM Job Description: 21' EGRESS 20' Replacing 3 Doors & 21 Windows to Impact GUEST 22. BATHROOM 19. F--vl rv-� 23 LAUNDRY �� 18. 17. 16. 15. BATH KITCHEN MASTER 14 Thomas & Erin Halloran 24. DEN ROOM BATHROOM 431 NW 100th Street 1 1. 2. Miami Shores, FL 33138 13. MASTER BEDROOM EGRESS LIVING ROOM 12. 3. 4. 5. 6. ENTRY BATH 11. ROOM 2 •• ••• 7v �•, -BEDROOM 2 . . .. 01/09/2018 - 12:09pm inteml Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONJ4PRESSURES Mean DESIGN PRESSURES (PSF) - Z NE 4 Roof Tributary Area (Sq Ft - Height 10 401 r5 0 - 15 ft 43.4 41.6 -40.6 -39. r3S +40.1 38. +37 +36. -45.1 -43.3 -42.2 -41.4 40;_, 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 1 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 1 +45.7 +44.5 +43.6 1 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 -55.8 -54.3 -53. - _52.6, 60 ft +53.6 +51.2 +49.8 +48. EXTERIOR ZONE05 PRESSURES Mean DESIGN PRESSURES (PSF) - ZO E 5 4 fTributary e Area (Sq Ft) 3ht 10 20 30 40 50 -53.6 -50.0 -47.9 -46.4 -45.2 ` 15 ft +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 1 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 :4 30 ft +46.3 +44.3 +43.0 - 2- 41.5 -64.1 -59.8 -57.3 __ 35 ft -` +47.9 +45.7 +44.5 + +43e -65.9 -61.5 -58.9 7. .6` 40 ft +49.2 +47.0 +45.7 41 -67.6 -63.0 -60.4 -58.5 45 ft +50.5 +48.2 +46.9 1 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 Soft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 ,ft +53.6 +51.2 +49.8 +48.8 +48.0 WIND VELOCITY = 175 MPH F MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGFfT (SEE BELOW) UCTIONS FOR TABLE USE: NTIFY THE ZONE OF THE OPENING IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE BELOW LEFT OR INFOR ION_-P OVIDED Y- THERS. 1.5. ANY QUESTIONABLEI[OP, -TO B ONSI / D THE MORE CRITICAL (EXTERIOR) ZONE 2. IDENTIFY THE BUILDING M9A VE T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNOT. E.I FI D, • T PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP RO F H TO N LE VALUE. 2. VALID FOR ALL ROOD E ; SLO EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY AREA_ STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHTIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT � / 3). 3.1. USE THE AREA BETWEEN STRUIC'OPENINGS 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. 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: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 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 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 IS`6F,gED-HEREI_N. 10. THIS SPECIFICATION DOES NOT,' FFER-AMM'' PRO d V D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER LS FOR-QESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO -UE ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR ECT ANCES. 12. NO CERTIFICATION IS OFFERED 0GP1 HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED ER DDITI_ NA ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED I INTERIOR ZONE(4) EXTERIOR ZONg:5 - T;�IGHT EXPLAINED LEAST HORIZONTAL C W m 0 Z m O - -4_4 0Dz=061AAmxmG1cv e a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF PEAK ROOF DIMENSION - z v m C y m 2 1 if �LO'-1 HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 I m O G ; -A _ _ - m 1 w m rn X O Z HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. In p m a D Z 9 y U1 r 2-1 r 21 C 2 m D w r Ln 1 O CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN ROOF 2 5 4 O In w o am z-on2mUn 2� G-I rn 3 REQUIRED. MEAN Z a ROOF EAVE HEIGHT ROOF \ D' z m m rn 3 D Zn Ir2pz0 m o 61 'A-'I�l1 m D D �1 r 1a--+ f� I HEIGHT HEIGHT (AD O c m O n z_ G; Zrzxo-IOz�_i2m ca �r9� • • O 5O 5 O O(nym Inv >G) <Zzp�Z�� j�� Dm 0 • ••• • • • • •. 5 4 5 4 4 O a PLAN VIEW ® G>1zm:1m0n4A�• m •� Nl �•� ... � 5 \� om ° mA I Z Z 1 � ISOMETRIC COMPLEX CORNERS 5 zprr, p ¢° 63 v �' C4 � " x ELEVATION a a a 5 IAA .• .• --- _ _ 0 O > O o REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/1 I� r m 3 u, V 1 i Z GZi X REV -ADJUSTED HEIGHTS GSS TSB 04/09/1 REV 2014 FBC DGM TSB 06/10/1 UPDATES, 2017 FBC FLB FILE; 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGNEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT PTr m WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 6TH EDITION FLORIDA BUILDING COD 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 EiN611�JELRN CD CORPORATE OFFICE: Z g 160 SW 12th AVENUE, SUITE 106 $ m n � DEM:MECD BITC=i -FL•3►�14-1P • o v m �� P: (454) 364-066 F;D(90) 35a-0443 o • CART eF ARJTH*9805 • . • • m -y m O E: Y16is0CDid1GI1E:RII1U7PR64.COj • • o ENGINEERINGEXPRESS.COM T OD m o Z A � �r Ln03 1m v rrTICECOF ORY AND ECONOMICRESOURCES (RER) ODE AD T IONDIVISION ACCEPT CE (NOA) CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 MLOII--DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (7$"115-2599 vrwvw. mi a mi d ad e.goWeeo no m v.....0000 ...... .... ...... . ...... . . . SCOPE: •••• • •• ••••• Lmatejr�ials. OA is being iss under the applicable rules and regulations goveming•tbe•gse of oonstpuctionr•:..• The d entation submitted has been reviewed and accepted by M.rahnl'-flade Cdttntg•RER- • • • : • o of Section to be used in Miami -Dade County and other areas where aftr&,Xld by the Authority • • . . . . ...... Having Jurisdiction (AHJ). • ... • • This NOA shall not be valid after the expiration date stated below. The Miady.Bale Co;my Product.... Control Section (ln Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Coiig)areserve 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=SenfinelU Florida Building me u g the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizo. A FIRR0 1,4Boe'{�:�g-Na-V410--1 itleoriz. 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. TERIVIINATION 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. 154929.13 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. NOA No. 17-0918.09 MIAMI DARE COUNTY Expiration Date: September 22, 2020 101 2rii-y 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 Hori;. jDaing Virdw. TL.M.I.'/': S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dateiL0J/2'9/l0 vVith1�visioji ...• "G" dated 05/02/16, prepared by Al-Farooq Corporation, sign. @@I-aad sealedby Javad .• Ahmad, P.E. % 0 . % • • • • : • . . .. ...... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 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 FBC, 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. 15-051Z05) orge M. Plasencia, P. E. Prod ct 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 pes %BC TARS 202-94 .... ; . 2) Large Missile Impact Test, per FBC, TAS 20t 094 • 3) Cyclic Wind Pressure Loading, per FBC, T49*2W-94 :'. '. • .... . . • • goo, along with marked -up drawings and installation diagram of 4 , .p.p"gs alun nurr} fixed • : •. window, to qualify DuPont "Butacite" PVB interlayer, Duraseel& a$d SuPcr!34acerQ. •. • insulating glass spacer, prepared by Certified Test LaboraTtiV,: Test Report No. go CTLA-3056 WC, dated 04/16/15, signed and sealed by Rame§h C. Patel, P.B.:. • • • •' • (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 FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" 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 51h Edition (2014), prepared by Al-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. Produ 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 (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemirnl Company (MA) ..... for their "Saflex CP - Saflex and Saflex HP Composite G1agelfitdriayers With PEA'....; Core" dated 06/19/14, expiring on 12/11/18. • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman ChWWc#1 Comgany.(MAJ.:.. • for their "Saflex Clear and Color Glass Interlayers" dated 0-1*9/d•4, expiMg on ...... 05/21/16. """ ' •' . . . . •••••• F. STATEMENTS • • •' • • 1. Statement letter of conformance, of complying with FBC 5ts Edition (201Q;an'd of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, 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. 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-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS • • • • • 1. None. • • • • Y . .... C. CALCULATIONS . . 1. None. • • 1..*.: D. QUALITY ASSURANCE • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (F ER). ; • • • : • • •• • . .. E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 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 PEI 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 5'11 Edition (2014) and FBC 61h 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. Pr9duct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 FLANGE WIDTH 6. MAX. HEAD/SLL 5' MAX. -+{ TYP. MTG. STILE 3 5 11 70 E n WW 11 �� 11 I F II F 11 e_ I 11 II II N I II II 6 5 FALSE Nl1NTiN5 (SURFACE ff32� AODL. ANCHOR REQO. 32 7/8' AT CENTER OF ALL PANELS OL OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS O.L OPG. 36 3/8' AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME SERIES SENTINEL 120 N ALUMINUM HORIZONTAL SLING WJNDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o CHARTS SHOWN ON SHEETS 2 & 3. U PRODUCT REVISED •a eomphlny wHh tha Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building oda 17.0918.09 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MUMI—DADE COUNTY NOA-No. APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS lnpiratbn Da�09/2=020 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Mism�• product Control on WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA INATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H/HZ). ULATING LAM. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS GE MISSILE IMPACT XSMA!LL TO THE BUILDING STRUCTURE • • • • • • MISSILE 4WPACT ANCHORS SHAD. BE CORROSION RESISTANT. SPACED AS SHOWN 04DETAILS • ,� •' T� BASE •:y�"• INSTALLED PER MANUrSWALL DRESSINSTRUCTIOIN ORE STUCCO.FIEDMBEDMENT MATERIAL SHALL BE BEYONDAND A LOAD DURATON INCREASE IS USED IN DESIGN OF ANCHORS BTTO•✓R10D QNM• •• • `��� ............ ALL SHMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT .7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _� REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOOM 91M WINS. • • • ; THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE I ORMAT FOR A SITE SPECIFIC PROJECT, I- LIFE SAFETY OF THIS PRO ADEOtACY • AROUN •P�NINGyi a. • • • • •• • �Q •�(/ •' '•��� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING WATER INFILTRATION RESISTANCE ETC. • • • • • • �i s •- CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZEDSEPARAfflLY, AND TO BE REVIEWED BY BUILDING OFFICIAL. lull II IL L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y�V fa Z y o y W o 0L04 Q-aZ�� LL 41.211 QW•E9 drawing no. W10-18 FLANGE WIDTH 6' MAX. HEAD/SILL 5• MAX. Typ. STILE 5 5 6 GI N � U II g ii ii 6 II II II --7--- II - --II - u u u �1 II II u ugc O 11 IIAT, 5 I FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 24 1/2" AOOL. ANCHOR REOD. 49 5/1 ' Al CENTER OF ALL PANELS D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS p,L OPG. 28" AT HEAD/SILL FIANCE & FLANGE ADAPTOR FRAME E� U E 1 110" BUCK WIDTH 5 1/2- MAX HEAD/SILL 5' MAX TP. 1 MTG. STILE 17 5/16" MAX. HEAD/SILL m� II F li II F I I II II II II 2 u u 6 u n FALSE MUNTINS (SURFACE AppLEp�J 24 1/2" 49 5/8" — �� D.L OPC. D.L OPG. 28' VENT WIDTH FIN FRAME FLANGE WIDTH 5� " 5" MAX. HEAD/SILL Typ, Al MTG. STILE 5 / '—_ I n E1 ii F II 11 F ii g g It e ii It O J 1� if (zSW �/ D II II D u II Bl u u 11 II n II 1 I w'�I 5 FALSE MUHTINS (SURFACE APPLIED) 24 1/2" �ADDL. ANCHOR REM. 49 5/B' AT CENTER OF ALL PANELS D.L. OPG. FDOD OR OPERABLE ABOVE au- PANEL WIDTHS D.L. OPG. Ya' AT HEAD/SILL EQUAL LEG FRAMF. `J T J"LL •• ••• • • • • • •• 00 • • • • • • • • • • • • `L111111111 tAA -'WV.. i • • • ��� PRODUCT REVISED _ •e complying with the FI•Ad• Building Code 70 • Fxpl�tloo Do 9?2212 20 • OF • Mle r�l�tG n� •h/�ONAL�IN���� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N U � C 00 't O w C D�N a Din �? Z 0 n �z N C � 30_s Ef � drawing no. W10-18 ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. LTG. RAB. H.D. m7c. RAIL GLASS TYPES Tk'AI', 18'k'S1' GLASS TYPES '8' k 181. wm WOW WIDTH HUGfT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' S/' 53-1/8" 74" Z6, 25-1/2' 36' 52-1/8' 73' 25. $&a 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 28- 2" J7" 53-1/8' 74" 3/8. 25-1/2' 36 52-1/8' 73" 3_3/8. 65 i 80.a 90.0 65 ..0 90.0 65.0 65.0 80.0 1 90.0 65.0 65.0 80.0 90.0 26- 2' A 74' 0-5/ 25-1/2' 36' 52-1/8' 73' 49-5/8" 65A 65 80.0 90.0 .0 80.0 90.0 6 80.0 90.0 65.0 65.0 80.0 90-0 26-1/2" 37" 53-1 1 83" 25-1/2' 38" 52-1/8" 73' E2' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 85. 65.0 80.0 80.0 0 80.0 !0; (1/2W) I� (1/2W) VENTS TO BE 1/2 OF THE WINDOW 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. PAM H.D. LTG. RAIL H.D. MTG. RAH. GLASS TYPES TVAI', '8'k'BL' GLASS TYPES '8' k 11' GLASS TYPES 'C' k '01' WIDTH HEK7R WIDTH HEIGHT EXT.(+) Rif.(-) E)CT.(+) INT.(-) EXT.(+) NT.(-) 55-3/4' 8-15/18 83-1/2" 26' 54-3/4" 7-15/16 82-1/2' 25' 55.0 05.0 80.0 90.0 55.0 65.0 63.0 65.0 80.0 90.0 65.0 65.0 55.0 65.0 80.0 90.0 85.0 65.0 55-3/4' 8-15/16 83-1/2" 38-3/8' 54-3/4' 7-15/16 82-1/4" 37-3/8' 65.0 65.0 80.0. 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 85.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 5D-5/8' 54-3/4" -15/16 82-1/2" 49-5/8' 85.0 85.0 80.0 90.0 85.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" -15/16 83-1/2' 83' 54-3/4' 7-15/16 82-1/2" 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - -1 55.0 65.0 - - -1 85.0 65.0 (I/3'N) (2/3W) A f G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' A" TYP. BUCK DIALS H" TYP. BUCK DIMS IF F FI A E FRAME FOUAI LEG FRAME FLAKE DIMS ES E4 STD. MTG. RAIL: 4E4 H.D. MTG. RAIL PRODUCT REVISED as comp 11nngg with the Florida 15.1 ding ode NOw-No. 17-0918.09 Expiration oats 09/22/2020 By i MIamFDadj•Produet Control BUCK DIMS FLANGE ADAMR_FRAME RmGE DIMS __ I FLANGE & FLANGE ADAPTOR FRAME EQUAL "G.,ER" •• NOTE: •• ••• • ••• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • ' BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • � ���tttlll AaT1o�.•�G AND FLORIDA BUILDING COMMISSION � � � • • • • � • % ` DECLARATORY STATEMENT DCA05-DEC-219 • • • • • •• 7... AL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • you Z q • 2 q O v zy� OmR a Q9Osp L6 o s7?s Q W 612 drawing no. woo -is DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIPS. BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL GLSS TYPES 'A'k'LL', '8'k'Bl' GL9S TYPES 'B' k 11' WIDTH HEIGHT WIDTH HEX:HT EXT.(+) INT.(-) 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 20.0 85.0 no 80.0 90.0 74' 106-1/4' 111' 38-3/8' 73' 105-1/4' 110' 37-3/5' 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 55.0 65.0 soma 90.0 74' 106-1/4- 11 50-5/ 73' 105-1/4' 110' 49-5/6' 1 65.0 55.0 80.0 90.0 85.0 65.0 80.0 90.0 80.0 90.0 74' 108-1/4' 111' 63' 73' 105-1/4' 110' 62' 65.0 .0 M1.0 M. 61.6 fi1.6 80.0 90.0 6a.0 60.0 80.0 90.0 (1/3W) E(1/3W) r � i I i OPERATING VENTS TO 13E 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DDIS. BUCK DIMS. SM. ATTG. RAIL B.D. YTG. RAIL D.D. IM. RAIL GLASS TYPES 'A'k'LL', 'B'kSl' Gun TYPES 'B' k 'BI' CUSS TYPES 'C k 'Cl' WIDTH WIDTH HDGHf EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74'73' 108-1/4'105-1/4` P28" 110' 25' 65.0 65.0 80.0 90.0 65.0 65D 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 50.0 90.0 65.0 65A74'73' 106-1/4'105-1/4' 110' 37-3/8' 65.0 55.0 30.0 90.0 65.0 65.0 85.0 55.0 50.0 90.0 65.0 65.0 65.0 65.0 80.0 20.0 65.0 654 74' 106-1/4" ill' 50-5/8' 73' 105-1/4' 110` 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 55.0 74' 106-1/4' ttt` 83' 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 (1/4W) (1/2W) OPERATING VENTS TO DE 1/4 OF THE WINDOW WIDTH 'XOX' X, TYR SUCK DIMS )5' TYP. BUCK DBAS FLANGE FRAME Q I F F AM j FLANGE DIMS _ Es E4 STD_ MTG, RAIL: 4E4 H.D. MTG, RAIL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Eapintlon Data 04R2/2020 Miam ■ ro uc o BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .. ... . . . . . .. • . . . . . . . . L1f1I1111 • • • • • • • • ��`7 Y� r NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nq.70502 Z �W 0 q F 2 Z C; 6 S N�Cr 600 qgi 0'A 1¢ } Ii =02 Pn Q W6M15 1 w � C 0 La R C O r o ;N;� � p M r Z 3o_R u-3 a drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIPS. STD. LTG. RAID. H.D. LTG. RAIL GUSS TYPES '►'k'A1', 1'k11' G= TYPES V k '81, WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 38' 52-1/8' 73' 25' 65.0 85.0 80.0 80.0 65.0 BSA 80.0 80.0 65.0 85.0 80A 80.0 65.0 6S0 $0.0 80.0 25-1/2' 36' 52-1/8' 73' 37-3/8' 65.0 1 65.0 80.0 80A 65.0 65.0 80.0 80.0 85.0 65.0 80.0 80.0 53.0 65.0 90.0 80.0 25-1/2' 36' 52-1/8'- 73' 49-5/8• 65.0 65.0 B0.0 80.0 6510 65.0 80.0 90.0 55.0 55.0 80.0 30.0 65.0 65.0 90.0 80.0 25-1/2' 36' 52-1/e' 73' 62. 1 B5.0 65.0 80.0 80.0 85.0 65.0 80.0 80.0 65.0 0.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2w) (1/2W) G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 rM MTG. RAIL BUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DOTS. STD. LTG. RAM H.D. lim. Rk6 H.D. LTG. RAID. GLUS TYPES 'A'k'A1', 7k11' Miss TYPES '8' k 11' CUSS TYPES 'D' k TV WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' -15/1 82-1/2' 25' 65.0 65.0 B0.0 BO.D 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 60.0 90.0 65.0 85.0 54-3/4' -15/16 82-112' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 85.0 65.0 54-3/4' -15/1 48-5/8' 85.0 65.0 80.0 SC.0 85.0 65.0 - - - - 65.0 65.0 65.0 65.0 54-3/4' -15/16 82-1/2' 62' 65.0 65.0 80.0 80.0 55.0 85.0 - - - 85.0 65.0 - - 68.0 65.0 k D. MTG. RAIL: (1/3'N) (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED ** UMP nyy adth the Florida Bulldlnp •da N°A-No. 17-0918.09 FLU- Expiation Dab 09=2020 0 b my Q q cc LL 1 mlam a ro not conuror OC=N ci � .4 Q d0< O'Iy¢ 1 Q �s� joro� s n �i 0 r n �I Cof °DNA � N � o 03n 3po-n FIN FRAME s a .• ••• • • • . . .. • . • . . `,1 III iII,,, 3 No. Toes2 fi drawing no. • • • • • � OF � • • • • • • _� a., ADC. ���� W10_18 • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DINS. M. M. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1', 'B'k., GLASS MRS T k 'B1, WIDTH HEIGHT EKT.(+) INT.(-) EJR.(+) INT.(-) 73• 105-1/4' 110' 25' 65.0 65.0 80.0 50.0 65.0 65.0 00.0 50.0 65.0 65.0 80.0 50.0 73• 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 50.0 65.0 65.0 80.0 80.0 610 65.0 80.0 80.0 1. 105-1/4• 110' 49-5/8' 65.0 55.0 $0.0 80.0 85.0 85.0 80.0 00.0 65.0 65.0 50.0 I 80.0 73' 105-1/4' 110" 82' 65.0 65.0 80.0 1 80.0 61.8 61.6 80.0 1 80.0 80.0 60.0 80.0 &1.0 (I/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xOX, E4 STDSTD. MTG. RAIL* . DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DDES. STD. NTG. RAIL H.D. WIG. RAIL H.D. N'TG. RAIL GLASS TD'BS 'A'YAV, TV111' GLASS TIM B. le 'B1' GLASS 771W '0 k 'CC WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) EXT.(+) 1NT.(-) 73' 105-1/4' 110" 25' 65.0 65.0 80.0 50.0 65.0 65.0 55.0 63.0 80.0 80.0 65.0 65.0 65.0 65.0 60.0 50.0 85.0 65.0 73• 105-1/4' 110' 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 65.0 65.0 05.0 80.0 00.0 65.0 65.0 73• 105-1/4' 11o• 49-5/5' 85.0 65.0 80.0 80.0 no 65.0 - - - - 65.0 65.0 - - - - 85.0 65.0 73' 105-1/4' 110' 82" 65.0 65.0 80.0 80.0 85.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 BUCK DIMS FIN FRAME E4 H.D. MTG. RAIL: OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xOx' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as COMPIyl1 nIit with tFlorida Bullding tod- Now -No. 17-0918.09 Expiration Data 09/22/2020 BY ... a ue n 1 FIN FRAME .• ... . . . . . .. • • ••i i i : i ' �111uu�1, • • • • • • • ` F11ii • • • • • •• •• •1i • • •• • • • • • • • • • • • • • ••• • • • ••• • • b n tu0�0 mot 00tYl C°rro�+8 000E ccP2�1 QW� y, W m - a ul m drawing no. W10-18 GLASS �, 1/8" HEAT STREN'D CLASS 075" Intedger .075' Interloyer Saflex CP With PET Core Saflex CP With PET Core BY 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR 090' Ntarlayer 090' Interloyer Sonex Gear And Color Glass Saflex Clear And Color Glace Chemical Co.' By 'Eoetman Chemical Co.' OR'Eastman OR 090" hderiayar 090' In[eAayer SentryGlas SentryGloa By 'Kuroray America, Inc.' By Kurarq America, Inc.' OR OR 090" Interlayer 090' Intertoyer TrruNol PVB Trosifol PVD By 'Kworoy America, Inc.' By 'Kuroray America, Inc.' 1 /8" ANN. GLASS 1/8LA " HEAT STREWD GLASS SILICONE Z C SILICONE QE 1200 m = GE DOW CORNING 899 DOW CORNING 995 N DOIN CORNING 899 DOW CORNING 995 N M1 \ AT1/4 POINTS ON LITES yf AT� POINTS ON. Y7 WIDER THAN 36" M7 W1 WIDER TFLW 36' GLASS TYPE 'A' GLASS TYPE 'H' 6' NOMNNN. LAM. GLASS 5/18' NOMINAL LAM. CLASS 075' Interloyer Saflex CP WBh PET Core By 'Eastman Chemical Co.' OR .090" InteAger Saflex Clear And Color Glass ey 'Eastman Chemical Co.' OR 1/4" AIR SPACE .0200'y Initaeriayer 1/4- AIR S.ntr. By 'Kurorq America. Inc.' n-ASS OR f .090" Intarhyer 1/8" HEAT STREN'0 f Traeifol PVB By -K—ay /rne4co, Inc.' ANN. GLASS SILICONE GE 1200 Z HEAT STREN'D GLASS 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Inlerlayer Saflex Clear And Color Clow By 'Eastman Chemical Co.' OR .090" Interlger SentryGlce By 'Kuramy America, Inc.' OR .090' Intertger Trosifol PVB By 'Kurorq America. Inc.' r-1/8' HEAT STREWD CLASS 1/8" HEAT STREN-D n DOW CORNING 899 DOW CORNING 899 M1 DOW CORNING 995 'MM7 DOW CORNING 995 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' OR OR C. DURASEAL BY 'QIIANEX' 7.DURASEAL BYO OR OOR 14E9 SUPER SPACER BY 'OUANEX' SUPER SPACER BY 'QUANEX' M7 AT 1/4 POINTS ALL SRES 1/4 POINTS ALL SIZES 04 GLASS TYPE 'A1' GLASS TYPE 'Elf 0.70' OVERALL INSUL WA. GLASS 0.70" OVERALL INSUL. WA. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'At', '81' & 'Cl' MUST BE TEMPERED. -AT STR-D GLASS tarloy�er P Wilh PET Core man Chemical Co.' terlayer as ray America, Inc.' V HEAT STREWD GLASS SILICONE GE 1200 51DOW CORNING 899 DOW CORNING 995 o yaj Ee / APOINES T 1/4 TS ON LR W WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. CLASS 1/8- HEAT STREWD GLASS .075" Interl y r 1/4" AIR SPACE Saflex CP With PET Core I 'astman Chemical Co.InteHger yGlasummy America• Inc.' 1/8" HEAT STREN'D CUSS StUCONE GE 1200 DOW CORNING 899DOW CORNING 995 XL EDGE SPACER • • • a • • • • • • • • ST. STEEL BY 'CARDINAL' • • • • • tll • OR • • • • • w11 fr PRODUCT REVISED �r as comp)yln� with the Morldo Building Coda MCA-Mo. 17-0918.09 Expiration Date 09/22/2020 m g By a F i a anam a ro uet Control yd4 y 0p`e $�Nn ag�m D�oo�y 0 4 t y Z W Y"0 •o zumfL+ , a C I � n pOLU LL C D N inN^ n O e) n 5 z t. 34� o_� DURASEAL BY 'QUANEX' • •OR 0 • • `�1 ylR,i o Eg SUPER SPACER Ra 9011ANOW0 • • • • Jx: �iI TAT 1/4 PO•RS ALL SIZES GLASS TYPE 'Cl' • • • • • • S i • 0.70' OVERALL INSUL LAM. GLASS • • • ' drawing no. :. • .• � s fit- W10-18 • • �'S` ••• AArLffAljl • sheet 4 of 11 • a • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. ley FOR SPACING WOOD BUCK • 4• 4 • 4 EL1GI! GIST. ... KI 10 • .. 'EDGE '. . TYPCAL ANCHORS Igy SEE ELEV. WOOIT BUCK FOR SPACING METAL FLANGE & FLANGE ADAPTOR FRAME Fr-- -------- -------Y� I MIAM1-MADE COUNTY APPROVED I g j I MUWON h MULUON ANCHORS I I SEE SEPARATE NOA I I EDGE DIST. I j I I I� TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING �-2 J/a uNuw.-y I I WOOD BUC AETAL STIR OT BY WDV MUST N LOADS IMPOSED BY GLAZI SYSTEM AN NSFER THEM TO THE BUILDING STRU RE. <� TYPICAL ANCHORS: SEE ELLv. FOR SPACING "\' 22-J�N. 1/4' \lA. ULTRACON BY �ELCOr (F_,., K.. FY-155 KSI) \ INTO BYWOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAY THRU 1BY BUCKS INTO CONC. OR BLOCKS - 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) WHEN usm THE MIN. w00D BUCK DEPTH SHALL BE 236-. THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS BEEPER OR BE/F1ED WOOOBUCKS 5 PERmnTED. 1-1/4' MIN. EMBED INTO CONCRETE (HEAD /JAMB -1/4" MIN. EMBED INTO BLOCKS (J $iq�SQRFW'S (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL' 1/8' THK. MIN. (Fy - 36 KSI MIN.) as comp ngg With th• Ploridn (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) Bullding od• NOA-Ne. 17-0918.09 TYPICAL EDGE DISTANCE ExpimtlonDate 09122/2020 INTO CONCRETE AND MASONRY - 2-1/2" MIN. gy INTO WOOD STRUCTURE = 1' MIN. Mia a Pro uct on INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc a 3000 PSI MIN. C-90 HOLLOW/FILLED BkW 1T•JAMBS fro - 2,p00 PSI Mr. • • WEEPHOLES: • • • • • • • • • W1 = 1/4' X 1-1/2- WEEP SLOT AT 4-1/8' FRAM EAC16e •00 • \ \UruyEE to Z q & 0H a ro� 0'O� ga�o� .T j L7m� END WITH PLASTIC COVER • • • • •�..+puf.i�i ' I W2 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH • •� T,.• V•ENNrr'• W3 = 1/8" X 1/2- WEEP SLOT AT 3-1/8" FROM EACH END 00 = ,r= • • . =1 . `' • • • • • drawing no. . .,•. - �,. W10-18 '�- • ••• A rr AL \�� •• EIE illli\\_ sheet $ Oi11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. BUCK WIDTH SHIMS VENT WIDTH O TYPICAL ANGHORs SEE SP aCIN O O O FOR Ci ' •-SCRE17t5 OPTIONAL .•_.� - - - ,0' ZL U A 1BY WOOD BUCKS XOX� IAYOUT EXTERIOR D.L OPG. MIAMI-OADE COUNTY APPROVED MULLION k MULUIN ANCHORS SEE SEPARATE NOA BUCK WITH BUCK WIDTH SEE ELEV. FOR SPACNO FLANGE 1 1/4' MAX. SHIMS 1 1/2 x a 2 WOOD R W000 STRVCTU TYPICAL ANCHORS— ELEV. FOR SPACING OALTERNATE ',OCK L TO LOCK i/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV.� BLOCK MOTH 1/4' MAX. SFNMS 'CAL CHORS 1 VINT MDTH O 1 O O 16, -I- SCREENS OPTIONAL I �••_.. _.. EXTERIOR i FLANGE ADAPTOR FRAME 4ju n 0 3 FLANGE ADAPTOR FRAME O q w 1/2' TYP. 6 O g�. " mc� E O ��`iW � HER paDo 5 O yoN b Q W ; N n 0 Li R Q: c C q�^8 N r7 O cz� U g v FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE A•AAPTOR FRAMES. 3 8 8 S zoW.e PRODUCT REVISED - as as comprying with the Florida TE�I Y Building totli WOOD BUCKS Non -No. '17-091sO9 �r'�y • A ••• • Expiration Date 09/22R820 • • • • draw ng no. • • ItltG.•\ W 10-18 E tdlam ad 1N:! Con of • • • • A IIILIIIALI` `` • Sheet 6 Of i l • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING A 9 9 ,TPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME VU �• £ >• r_ =__-=-_---=O_1 jI l MIAMI-DARE COUNTY APPROVED j MULLION t MULLJON ANCHORSI I SEE SEPARATE NOA 1 I Z Rt k n F2 (, \ £ I t I' DIST. x L` _--------- ------'J Oa y1 a L' CAL ANCHORS SEE ELEV Q'K M a O d ru s sSE£ EELLEVµwoRs FOR SPACING G FOR SPACING BE INSTALLED DIRECTLY OR METAL STRUCTURES OF A WOOD BUCK. Q 2 gggN_ 11 l c7 $ d d a m 2 r EQUAL LEG FRAME CAN INTO WOOD, CONCRETE WITHOUT THE NEED 2 3/8- MIN. WHEN USED THE MMI. WDOD BUCK OEM SHALL DE 2If'. THE USE OF DEEPER OR BEVELED WOOOBUCIcS a PFRMRTED. TYPICAL SEE ELEV. FOR Z \ N NNq V b PRODUCT REVISED a• complying with tha Florida Building Cods uj is L NOA-No. 17 0918.09 07 Expiration Date 09/22/2020 W Mlam a rot uet Control D � N o � NNM7 R O rT 13 }} C Z Ei MIAMM-DARE COUNTY o - c APPROVED MULLION O h MULLION ANCHORS CO p g SEE SEPARATE NDA U M • • • • • • • • • • • • • • • • J P a 0 goo as� � i t o � drawing no. • W10-18 • • sheet 7 of 11 • ••• • • • • ••• • • ••• • • • •• •• I-0T W EXT. 0 NOT HOUSE' NOT BY HOUSE W NOT BY c TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu - 74 KSI YIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME �4.V z e PRODUCT REVISED O I- as complyln with the Florida °uildinp Cods NOA-No. 17-0918.09 n O Expiration Date 09/22/2020 IL 0 °y Mi-m ro uct Control CuT Q'O�Mi o Oo�a}� y 0 0 1y�y�yy++ = No a �w0E y N U �p a C n W n 6 Q W OOD S1RRUUCfllRE 1/4- MAX. BUCK WIDTH 1/4- MAX. 'a OT BY GAP GAP C 2 1/2- YBi. - 1/2" MIN. 3 O c m • - MEN .. •.• • . • • • .. 0 0 all fill .• . •• •.• • N •.• • sir _ Yf M ` � 8 :0. • • • ? • TE ' • drowing no. • • •.• //1,111, L1Xt \ • sheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as EEmpiyyiInngg with the Florida Building Codi NOA-No. 17-0918.09 Expiration Data 09/22/2020 MIamF-0ada duct Control • • • • • • • •• • •\a� V` •aF 'V'rO / • • • • • • • 1//D/11111^I`\\ \ • �U n 0 o # J U Z g p n yi 6 ,Oj H .... p yWNI �OC O �'R p C3��AQQ Q LLO� ei 0'3ru'¢ u! O N LLN�o Q �i ami i F y is N V n C n n �i n a w C N O q N b M C Z J n 3oR Q C1 c O p € gg p� C t O o o o $ JJ2 a $ $ S A-1 SfLEEL 9 Of �ITID[ PART / QUANTl17 D1+3CRII'7ION MA7'ERT1L 1GTiP./SUPPTIER/RSNARBS Et Cq-100 FRAME JAMB O F • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E13 FLANGE FRAME HEAD J FLANGE FRAME SILL E14 FLANGE FRAME JAMB 0 FLANGE FRAME JAMB OFLUSH FRAME HEAD O FLUSH FRAME SILL E20 FLUSH FRAME JAMB (MOVING; .E77 Z505 .o55 TYP. 1.015 500 1.245 E1 FLUSH FRAME JAMB (FIXED) 1 E4 MEETING RAIL Ij--1.7EE .065 T1P. 1.015 t.zz0 1.043 OLOCK RAIL E21 ALT. LACK RAIL 1.E92 O D TYR 2.195 1.015 1.o43 E8 HANDLE RAIL 1.025 1.J9S .743 065 1.015 OSASH RAIL 0 .O6S 1.5(50 1.6E0 ..ao 1.395 E1 t NAIL FIN ADAPTER 1.498 x.2I54 1.255 L.oeo TYF. E78 SILL FILLER 1.450 Iso FLANGE ADAPTOR ,90 .120 r r— I .70E .0I50 TYP. .70.5 I .050 11P. E9 5/16' GLAZING BEAD O .700' CLA2ING BEAD t .449 395 L1.il .1Eo 293 .05aT .� 065 1.413 O FLUSH FRAME COVER O SCREW COVER PRODUCT REVISED as co9 with tl» Florida $ Buildup Coda NOA-No. 17-0918.09 t a $ $ 92 Expiration Date /22/2020 BY a c o0 a $ N ad ro ue ontro e • • • • •• • \� n11♦tlllrlj • • `J Vim• •. i i r N •�,� 92 • 1. • drawing a no. � 11\ • sheet � p of � � • • • • • • • • • • ••• • • • ••• • • a PRODUCT REVISED �� c jj as complying with the Florida W rrr Building Code o 17-0915.09 Z o j expiration Date 09/22/2020 0 q / By j /i s2 MiamG3a��o uct� Control a o ` o o °m M 0a Q Zg6 a J z to Q url �i i N FRAME TOP CORNER U t n L VENT TOP/80TTOM CORNERS 00 C o V) �� w / M y g .! Z 0 60 -M V p •• ••• • • • • • •• �I OO Vs • • •• • tl ylll•/// 70592 se FRAME BOTTOM CORNER • • • • • � • • •`� • Af•:lq�� k • • • t • • f :: Cif * ! �• •' drawing no. FlXED MTG. RAIL CORNER • + • .. • • • • ''�• .. A�, ♦ W O — 8 ///unntt�t • sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM!•DADE DEPARTMENT OFM CE OF .Y AND ECONOMIC RESOURCES (RER) kTI N DIVISION AN (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 • Soso S s o S o s o• o oo oS • SCOPE: • • • • • • • ••••••••• is being issued under the applicable rules and regulations governing•the.;§e of ion ction • • ..... materials. The documentation submitted has been reviewed and accepted by Miami. -Dade Coujity $ER - • • Product Control Section to be used in Miami -Dade County and other areas where aMov d by t1ic�.F Aority• •• • •• • • Having Jurisdiction (AHJ). ; • • ; • : 0 00 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pro&pt control• • o o Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade tounntt) reselve the right; • to have this product or material tested for quality assurance purposes. If this product or material Tails to; 0 • perform in the accepted manner, the manufacturer will incur the expense of such testing and the•ETU 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 DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. DOCUMENT: Drawing No. W98-100, titled "Series-23 8 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp'with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT DATING: 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. AM NOA No. 17-0918.11 MUV�twtu eouniTY Expiration Date: October 26, 2023 n Approval Date: November 30, 2017 Page 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 Case?Adllf Wdw *kM.I.)",• • • •:. sheets 1 1.1 2 3 4 5 5.1 6 and 7 of 7 dated 12/04/98 •. • tAorrevision'J date 04/10/15, prepared by Al-Farooq Corporation, signed and seWcd.by Jajad.41mad,;.. • •' ...... • ..... .. .. • ...... B. TESTS • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAL202:94 • • •• • 2) Large Missile Impact Test per FBC, TAS 201-04: ; • • :....: 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(V and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and seated by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) 4 Manuel Pe E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS {CONTMED} .0000. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading pgZtp,�, TAS 202294 •; 3) Water Resistance Test, per FBC, TAS 202-94..... 4 Large Missile Impact Test per FBC TAS 20l•94• • • . :....: g P p � • 5) Cyclic Wind Pressure Loading per FBC, TAS203-94 • • • • 0 .. • 6) Forced Entry Test, per FBC 2411.3.2.1, and.Tk� .0102-940•.•: ';;;;• along with marked —up drawings and installation diagram of att. akuninum c�asemenf . window, prepared by American Test Lab of South Florida,: Inc.,:Test .Report No,,,,:, ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Herty IjWem, Pot*. 0 0 0 . (Submitted under NOA # 12-1220.14) 0.0 • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 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 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. 11T1,0080- 0301--07 for specimen A and B, and HT1,0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, E ETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (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) Manael TPerezA Product Control E 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 (coNTrmm) . •.. 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • • • • • • • •... 2) Uniform Static Air Pressure Test, Loading ppjM; , TAS 202'94 •, 3) Water Resistance Test, per FBC, TAS 202-94.;.. oe*• •"' 4) Large Missile Impact Test per FBC, TAS 201•-9 • 00 ; • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS M-94 • • ..... 6) Forced Entry Test, per FBC 2411.3.2.1. and!T& P,02-9X ; .. .. .. .. 0*00 along with marked -up drawings and installation diagram of s' a plWninum �asemeni window, prepared by Fenestration Testing Laboratory, Inc., test Reports Nq. FTL, � • e o 1003 and FTL-1041, dated 10/14/94, both signed and sealed by YgNil Kuri,*r.1 (Submitted under NOA # 96-0417.03) " ' . • • • • 9 0 9' 00:000 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel ere .E. Product Control E4ayiner NOA No. 174DI8.11 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' EdiAgn-(U14), MM April• • • •; - 11, 2014, issued by Al-Farooq Corporation, signed and sealed hx Jay4d Ah.}ad:P.E. (Submitted under previous NOA # 14-0506.01) • • • : • • 2. Proposal No. 13-1098 issued by the Product Control Section, dated.OctolM02; 201 3: •' • •; and revised on February 24, 2014, signed by Manuel Perez, P.E." ' • • 00000 ...... (Submitted under previous NOA # 14-0506.01) • 000*00 3. Laboratory compliance letters for Test Reports No. HTI.-0080-0301.07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by PL-ricane Test ; •...• Laboratory, Inc., dated 09/ 21 /07 and 10/12/06, both signed and seaw by VinuJ. Abraham, P.E. • • • .•' • • • • (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-074298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of ButaciteO PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel er .. Product Control E m' er NOA No. 17-0 18.11 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 Caw,=Vt Wd,%fT.WI.I.)", '. sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98,-wiL revision JK dated • • • • • 08/30/17, prepared by Al-Farooq Corporation, signed and sgAed•by Javad Ahmad; • • • •; .... P.E. . •• ..... ...... .. .. .. .. ...... B. TESTS •••••. • 1. None. ....:. C. CALCULATIONS 00• • • • • • 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (2014), with FBC 611 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, 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 . E. Product Control E m' er NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 n EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. a 0 a" w STEP 1 DETERMINE DESIGN WIND I= REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. .�1 SEE CHARTS ON SHEETS J AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED MASS S[ZVTYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ADM STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2• J AND 4 SMALL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (SIM EDITION)/2017 (6TH EDITION) FLORIN THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH7). SHUTTERS ARE NOT REQUIRED. 1BY OR 29Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE BUILDING STRUCTURE • •!„ r•� • C A T Cif U OM N.OJI.- ANSHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • • • • • II I III//I7j' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • `\\\11 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • �`�`•.W �.. -yYY -�1cFrlsF •'. i ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE Q MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT V 7nx7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED rq--Or * ;• ' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARD, lgllhg with the PlorWi • THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • BulldlnyCod• • • • Ilo _N.p 17-6918.11• • �` FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • •-0 • •F :V •� OF STRUCTURE RECEIVING THIS PROD ICT AND SEALING AROUND OPENING FOR • E»Iratlm0at• 1**120tl �� •• QP : ' ` WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • • • gy__ i ...••' �r Q��`A� AND TO BE REVIEWEDBY BUILDING OFFICIAL _ _ v - _ ••• • • • • ••• • • • • • • • • • •• •••• ••• • • • • �Qy.V a o UA C°?l 0 °0 0 4 r. U. z s.vs aa�f� drawing no. IN98-1 OC f (. 1 SNUBBER EXTERIOR a N0 W w FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. WINDOW WIDTH 0 VENT WIDTH WW-1 1/2' m • ZD.a r 07/2' f L WWL6 B' MAX. TYP. N//m4 u �LL (ip�it� C 11 — II �Np, o doo II 11 II 04 LL _/ NTS � x • I 11L___/� lL z 55 = G 3 �__ _--_�F==_ I SURFACE APPLIED FALSE MUNTINS 3 �y II OPTIONAL II \ II 11 1��1LL 3 J m II _ oLa w W 8 24' MAX. TYP. c AT HEAD/SILL O n o TYPICAL ELEVATION °' N n (EQUAL LEG FRAME) j p r� -03 I c0 —m MAXIM MULTI POINT LOCK MULTI POINT LOCK B 8Y 'TRUTH' BY 'INTERLOCK' ty AIT. TO GM LOCKS ALT. TO CAM LOCKS MAX. WOW. LOCK MAX WDW.1 LOCK Ip HEIGHT POINTS H13GHT POINTS K a 42' 2 38' 2 u E 63' 3 56' ] u z 84' 4 — 74' 4 84' S 0 as •"ir i��aas • • i � i i • •uuni!!!! • • • • • e JpJ•...'/. i PRODUCT REVISED as compr with the Florida �,� O V 20'�7 N0. MM n � 6u0ding tea - Expiration Date '10 61202 • • • , �� • ' ,. !vim dravring no. By • • • • • 1 •.' �` Nia a du r • a • • • • / ��,lII I...ClW`` `` sheet of 7 ••• • • • • ••• • • • • • • • w• • •• • • 0.0 • • • • ••• • • • •• •• ••• • r ALL FRAME AND VENT CORNERS TO BE SEALED WfTH GE SILPRUF OR EQUIV. I 2b23 r� 2.625 625 I I I! LO O 2.625 2.623 CORNER KEY CORNER KEY t3 O .060 THICK ST. STEEL O .062 THICK ALUMINUM O FLANGE FRAME to EQUAL LEG FRAME STEM PART / QUANIITV DESCRIMON MATSRTAL MANP./SLI"I=/RRMARL9 1 CGI-373 4 FLANGE FACILE 8063-TS INOALEX OR EOLN. 1A =-397 4 EQUAL LEG FRAME 8063-TO INDALEX OR EGUN. 2 CGI-373 4 VENT (5/16' LAA4 MASS) 8063-TS INnALEX OR EUUN. 28 CGI-381 4 VENT (INSUL LAW. CLASS) W63-TO 9IOALEX OR EQUN. 2C CGI-385 4 VENT (7/16' LAM. CLASS) 6053-TS INDALEX OR EOIAV. 3 CGI-375 4 OGEE GLAZING BEM 6063-T8 INDALEX OR EOUIV. 3A CGI-396 4 SOLMRE GLAZING BEM 6063-T5 INDALEX OR EOW. 4 - 4 .080 THICK CORNER KEY ALUMINUM - 5 6 .080 THICK CORNEA KEY ST. STEEL - 8 AP-425 AS REOD. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 7 Q250-K-120 AS REOD. VE14T WEAIHERSTRIPP910 SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH. ATTACHED w/ (6) je X 3/8' SS SACS 9 24-13-00-20 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) /6 X 3/8' SMS 9A 1/ VENT MILT PO:KT LACK TRUTH 9B - I/ VENT MULTI POINT LOCK PnEALOCK 10 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CCI. ATTACHED W/ (2) #10 X 3/8' SS SACS 11 I . OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) 18 X 3/8' SS sMs ifA t OPERATOR (OPTXNNAL) STEEL NIEPLOCK 12 3017s I OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) /8 X 3/8' SS SACS 13 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS /10 X 1-1/4' SS SWS 1.757 � �4,u I .0% TYP. .� • L87� !O� F q J 720 F L438 Q � S IL W 1.222 O O y N v. Q VENT (5/16' LAM. GLASS) o h7- OLCQ^ O uu4 t ° 9 a Wa1.975T L438 C ® VENT (INSUL UM. GLASS) g 1.757 0 W �% A90 TYP. z c G LB73 D n �r n • N 7i L43B .2h z 1.347 & S •• Q VENT (7/16- LAM. GLASS) E% U 0 .754 .383 930 fVt -•I .617 O CGI-375: OGEE GLAZING STOP W 11 C .753 ot�oo� .809 .830 O PRODUCT REVISED :8 1 - 8t7Fwq s comp EEg1g/rRh tlAl•6A•a 3A (•C 3 SO BMlldlnpof• s • NOA-No. • 17-0918.11 • • • • • • Expiration D•t••1012 • • • • • V •• • J•) MaL m ad• ro uef on 00 • • • 1Y • • • • • //d I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • STOP NSF••. F�4 drawing no. 1...... c�`: W98-100 --1/8' ANN. r .090" S'QOex Cleo, And 14TERLAYERS-{ By Eostraon Chemical Co. : 090' Troeifol PVB By 'Kuroroy America, Inc.' 1/B' ANN. CLASS SILICONE GE-1200 DOV 995 DOV 899 5/15" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS 075' Saflex CP With PET Care By 'Eastman Chemical Co.' Glass 090' Saflex Clear And Color Clan INTERLAYERS D' 'Eastman Chemical Co.' 090' SentryGlae By 'Kuroroy America, Inc.' 090' Trosifol PVB By 'Kuraroy America, Inc.' 3/16' ANN. CLASS 9: SILICONE GE-1200 DOW 995 DOW 899 HEAT SIREN'D GLASS 4 U .075' Saba. CP Mth PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Class •INTERLAYERS By 'Eastman Chemical Co.' O 090' Sentry0las By Kuroray America, Ina' '090 Trosifol PVB IL By Kuroroy America, Inc.' N Q HFAT STREN'D CLASSJ:3/15- ow SILICONE rj ~GE-12DO DOW 995 DOW 899 i i Q a. O< 7/10" NOMINAL 7/16- NOMINAL GLASS TYPE '3' GLASS TYPE 'B' PERFORMAN S OF IMPACT RESL4fANT WINDOWS NO SHUTTERS REOLARED REFER TO SHEETS 6-THIN 7 FOR 62,TAUATION DEtAES WDTDOW DIMS. MASS TYPE '2' GLASS TYPE 'S' GLLn TYPE '6' WIDTH HEIGHT EXT. (+) 1 -) Exr. (+) INT. (-) EXT. (+) 1NT. (-) 4' 28' 30' 1. 36• (6) 42' _ 110. 794.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 13a.a 110.0 195.0 110.0 195.0 110.0 129.5 110.0 105.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 122JL Igz.g 110.0 195.0 11MO 195.0 97. 110.0 195.0 110.0 120.0 225 92.5 110.0 120.0 00.0 60.0 20' 24" 2a' 30• 32' 35, 40' 42' 42• 110.0 186.5 110.0 195.0 110.0 195.0 110.0 135.6 110.0 195.0 110.0 195.0 110.0 118.9 110.0 105.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 $3.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20• 24' 28' 30' 32' 35• 40• 42• 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 105.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 11MO 120.0 aO.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 50.0 60.0 20• 24' 28• 30' 32' 30' 40' 42• Q 110.0 1295 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 882 92.5 110.0 120.0 110.0 120.0 84.4 88.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110-0 120.0 71.9 110.0 120.0 110.0 120.0 64 110.0 1204 110.0 120.0 61.7 1 81.7 1 110.0 120.0 60.0 00.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PERFORMANCE VALUES OF IMPACT RESISTANT WRIDOAS NO SHUTTERS IEOURED RIEFER TO SHEETS 5 T19N1 7 FOR WALLATM OETALS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'Y GLASS TYPE '6' n WIDTH HEIGHT EXT. (+) 1NT. (-) OR. (+) 1NT. (-) ExT. (+) I TNT. (-) mar SQUARE BEAD :::::: O "y1 ti m OPTIONAL K j Q A ALL CUSS TYPES Lk Z N - 6 j Z S Q�f P1iRFORYINCE VALUES OF )]6PACT R13SISTANT WINDOWS NO SNORERS REaUFM REFER 10 SHEETS S THiU 7 FOR INSFALUCI ON OEIAILS 6 DIMS. GLASS TYPE '2' 1 GLASS TYPE '3' 1 GLASS 1. 24' 28' 30' 32' 36, 42' acwr 98.8 112.6 110.0 195.0 110.0 195Z 19-1/8' 26-1/2' 37- 42- 25" flu 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 11010 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8• 28-1/2' 3Y 42' 38-3/e' 64.8 545 110.0 120.0 110.0 120.0 - - 60.0 00.0 60.0 60.0 00.0 60.0 20' 24' 2e' 30' 32' 30" /0• 06' 86.7 66.7 110.0 195.0 110.0 195.0 19-1/8• 28-1/2' SY 42' SO-5/e' 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 00.8 ao.a 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 19-1/8' 20-1/2' 3Y 42' 63' [E557.5 60.0 60.0 a0.0 80.0 - BOA 50.0 60.0 60.0 20' 24" 20• 3, 32' 3r 72, 66.4 08.4 1 110.0 195.0 110.0 120.0 56.1 58A 110.0 120.0 110.0 120.0 3Y 49.9 48.9 110.0 120.0 110.0 120.0 48.0 49.0 110.0 120.0 110.0 120.0 43.5 43.6 110.0 120.0 110.0 120.0 JY 7T 80.0 50.0 $0.0 a02 32' 38' 78' - - 60.0 Bolo 60.0 80.0 60.0 60.0 60.0 60.0 20' 24' 2a• 30' 32' 7e' 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43A 110.0 120.0 110.0 120.0 33.1 3&1 110.0 120.0 110.0 120.0 - - 110.0 120.0 60.0 80.0 - - 60.0 60.0 60.0 60.0 20' 24' 28' 1. 84" 415 41.5 110.0 120.0 110.0 120.0 34.2 34.9 110.0 120.0 110.0 120.0 - - 110.0 120.0 54.5 545 - - 512 512 51.2 51.2 NOTE: LOAD/AREA LIMITS FOR +110.0. -120.0 PSF = 16.34 SQ. FT. +110.0. -195.0 PSF - 10.00 SO. FT. N C n n Lj 0 E C O 2 n o c N � 3 M V 3 h O p�^ wog # LIMIT MAX LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' IS USED °1 4 o�>roo . ## SIZE 37" X 77' APPUCABLE TO FLANGE FRAMES ONLY SEJ SHEVi • • • • • • 01 o S 0 8 pRODUCT4tEV1iiD• • • IlI1r 11 as tldRlgfar.-Itr the F[Wd: :• `\ �rfli77j' LR1�-Na•Cod•17-Y9AH!113 . hP'• aca:NSF''�O Eapiraid. Dat• 10fZQ12023 • •IRIa •d• Produce Go • • • u drawing no. •• • • .• Cr' •• • •. �F .' [�: •. _iir 0 L1• 01 ••• • • • • ••• • • ••• •• • •• • • • •• •• • • ••• • • • 1/8• TEMP. GLASS 1/8' TEMP. GLASS AIR SPACE AIR SPACE 1/8" ANN. GLASS 1/8' TEMP. GLASS .075' Saflex CP With PET Core .075' Saflex CP With PET Con BY 'Eaatmon Chemical Co.' BY '! By 'Eastman Chemical Co.' S'tm x Clear And Color Clogs .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'EOstmal Chemical Co.' INTERLAYERS .090' SentryGlas INTfRLAYERS .090' SentryGlas By 'Kuroray Americo, Inc.' By 'Kuromy America, Inc.' _090' Troslfol PVB 090' Trosifol PVB By 'Kuraray America, Inc.' By 'Kuroray America, Inc.' 1/8' ANN. CLASS 1/8' TEMP. GLASS SIUC13NE SILICONE GE-12M GE-1200 DOW 993 DOV 993 DOW 899 DOW 999 XL EDGE SPACER XL EDCE SPACER ST. STEEL BY 'CARDINAL' SETTING BLOCKS ST. STEEL SY 'CARDINAL' SETTING BLOCKS OR 2/ LITE OR 2/ UTE DURASEA_ BY 'QUAN'. EPDM DURASEAL BY 'QUAN1. EPOM OR DUROMETER 85*5 OR DUROMETER 85t5 SUPER SPACER BY 'QUANEW 3/4" INSULATED SUPER SPACER BY 'OUANEX' 3/4` INSULATED GLASS TYPE '2A' GLASS TYPE '3A, PERFORMANCE VALUES OF LO'ACT RESISTANT WINDOWS NO SM/11ERS RfOUIRm RUIM TO SNr£15 5 TH M) 7 FOR INSVIL AT1011 DII PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNOR[RS REMRFD RIM 70 SHIMM 6 THEW 7 FOR 015TALLATON DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNORtRS Y43XARED 1079M TO WEEM S TARO 7 FOR INSTAUATON Dk7A66 TIDIDOW DIMS. GLASS TYPE -2A' GLASS TYPE '3A' 1TBIDOW Dw. GLASS PE 'ZA- CLASS TYPE '3A' W1ND01 DOLT. GLLSS TYPE 'E1' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1HT. (-) DM (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) 20• 24' 28• 30' 32' 36' 40' 42' 76• 110.0 194Z 110.0 195.0 20' 24• 28' 36' 32' 36, 40' 42- 98.8 112.6 110.0 195.0 19-1/e' 25-1/Z" 37' 42' 26• 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 1111 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 136.E 110.0 195.0 76.7 93S 110.0 120.0 110.0 WA 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 193.0 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 26-1/2' 37' 42' 35-3/6' 110.0 190.E 110.0 105.0 107.9 107.9 110.0 195.0 64.8 64.5 110.0 120.0 "0'a 137.5 110.0 195.0 97.1 97.1 110.0 120.0 solo BOLO - 96.5 98.5 110.0 120.0 9" 92.5 110.0 120.0 60.0 1 60.0 - 85.8 88.8 110.0 120.0 20' 24• 25' W. 32' 36' 40' 42' 42" 110.0 186.5 110.0 195.0 20' 24' 28' 30" 32' 38" 40' 66' 86.7 86.7 110.0 169.0 19-1/8' 25-1/2" 37' 42" 50-5/5 110.0 144.5 110.0 105.0 110.0 138.6 110.0 195.0 73.4 73.4 110.0 120.0 99.7 104.3 110.0 125.0 1!0.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111A 110.0 195.0 60.1 60.9 110.0 118.2 05.8 05.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 $7.5 110.0 112.2 19-1/6• 25-1/2' 37' 42" 63' 96.7 104.2 110.0 19S.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 83.3 03.3 110.0 120.0 60.0 00.0 - - BOLO 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20' 24' 25' 30' 32. 36' 72• 58.4 6E.4 110.0 120.0 60.0 80.0 - - 20' 24" 28' 30" 32' 30' 10' 42• 110.0 145.7 110.0 125.0 56.1 56.1 109.3 109.3 19-1/5" 28-1/2" 37" 74-1/4' 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 46.6 48.6 90.9 90.9 104.1 104.1 110.0 120.0 45.0 46.0 89.8 89.5 59.8 50.8 - 97.1 97.1 110.0 120.0 43.6 43.6 85.0 55.0 37" 1. 56.3 58.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - LIMIT MAX. LOADS TO 171.0 PSF 9B WHEN MULTI POW LOCK BY 'INETRLOCK' IS USED 1k# SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. ittnn -10gn DCr s tnnn cn Cr 80.9 50.9 110.0 120.0 32' 36' 76' 60.0 60.0 - - 72d 72.5 110.0 120.0 solo solo - - 69.4 69.4 110.0 120A 20' 24. 23' 32" �• 52.0 52.0 101.3 101.3 20' 24' 28' 30' 32' 36' 40' 42' �• 110.0 122.5 110.0 125.0 43.6 43.8 85.4 53.4 96.0 107.9 110.0 195.0 38.1 38.1 74.3 74,3 92.6 92.5 110.0 120.0 60.0 solo - - 84.4 a-52 110A 120.0 20' 24' 20' W. 32' 84' 41.5 41.5 30.8 80.5 $0.9 80.9 110.0 120.0 34.9 34.9 68.0 68.0 71.9 71.9 1 110.0 120.0 -.ill54.5 - - 04.8 64.8 110.0 120.0 st.2 s1.2 81.7 81.7 110.0 120.0 483 4S3 - _ 4.V R Z m• �aryry�6 �yry1`� D la SQUARE BEAD 0 H p OPTIONAL a o� ALL GLASS TYPES C p p O ica �oar�a Z I LL Z p yZ Q WQE PRODUCT REVISED as compbinY with the Florida Building Cede NOA-No. 17-0916.11 Y Expiration Date 10126112023 B R 0 a¢3yR By C Mlani • •Product C710. S e u = S NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) c AND FLORIDA BUILDING COMMISSION o O $ „ 49LIII STATEMEVT PCA05 � EC-219 3 • • • • • • • \\NI1111// A 1 • • •• • • • •a4OF.,�` ' drawing no. • 01610►• • • • • • • •• t .�. W98-100 sheet 4 of 7 • • ° ' IT 11 I \ \\\ A NL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDESI FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE 0". FOR SPACING SEE SHEET 6 FOR DESCRIPTION NT- �' F2 3/8- • v:.3 i 05 2 1/a' . • i' MINI . 2-1/2' NtlN. INSTALLAITON TYPE '1 WOOD BUCK TYPE '1' TYPICAL ON INSTALLATION MATERIAL' PRESSURE TREATED DETAIL WOOD ALL FOUR SIDES/USING SEE SHEET 6 FOR DESCRIPTION I�NT � 2 7/8 TBLLCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIBI,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4' X 1' X 3/4' X 1/a' 2-1/2' LONG AT ANCHOR LOCATIONS rc*n WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 6 SEALANT • � Z T 1' MBtL a.. 2-1/Y MIN. INSTALIATK)N TYPE '2' WOOD BUCK TYPE TYPICAL INSTALLATION ON ALL FOUR SIDEVUSING MATERIAL: PRESSURE TREATED DETAIL WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1t � • uIN. BUCK INSTALLATION 13Y OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ANCHORS V. FOR SPACING ET 6 FOR DESCRIPTION METAL STRUCTURES [.1/a' THK. MIN. ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as eornpit wMh the Florida Building Cod• NOA-Ne. 17-0918.11 E:pimti•n D•t• 10/26/2023 �O4" $ Z w w 3 o o`3C 1y ISOY 1Y O a° 9ao OLOg 00 x • • md;m v .• c• yuuTTll _ 7059E i • • • • • .y • • • ``!� CJS�g OFF [(A� drawing no. W98— ••• �• �•• ••• '�iiAV Y 4��,`� iha eet5of 7 Ni unn ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION 1 1 jro. I S n • 1'+IIN. 2-1/2MIN. '1' '1' INSTALLATION TYPE TYPICAL INSTALLATION ON ALL FOUR SIDES (USING WOOD BUCK TYPE MATERIAL PRESSURE TREATED DETAIL WOOD II 1 3/e' ICI.'L �•j �I a ° .: �2 7/8�7/8- . BUCK INSTALLATION BY OTHERS ta: 16 MR A I 1,611, WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. :AL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION I 1- n .IV ` •3 ' MIN. 1• U 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' llATF.BIBL: PRESSURE TREATED TYPICAL INSTALLATION ATION DETAIL ON ALL FOUR SIDES/USING WOOD :.a SEE SHEET 6 FOR DESCRIPTION IT— !L ' I ATTACHMENTTOTO ` BUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1• MIN. PRODUCT REVISED INSTALLATION TYPE '4' WOOD BUCK TYPF '4' eul d ^e lylnCCoodg with the FlorFled"'1%-09i6.i7 A1ATNOA-No. E@Iru; PRESSURE TREATED • • •-•y--•—•—�— • • • • Explr•tfon p!b•l O/86fAP23 • • TYPICAL INSTALLATION DETAIL • • • 11 11I1 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION Z 4ga METAL STRUCNREs Z n 0. 1/8' THK. MIN. C OR: O ttV ON� V O ►� O I 3 0f � 0\ �OQ li• �I U C a n t OI 0 z r c O � N o W �1^ 3 = 0 ., n RIPTION � � 3� n C) ON ALL FOUR SIDEVUSING WOOD MI • rdluc• o• • `�'�...........' • • • J ' • kS �•�Ly • • • • • • � Qom_ 'I�OfA �,�� drawing no. • • ^,�SW98-100 • • • • • • �� 1 111 1 %% t 5. sheeof 7 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES Or INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETALS YmGW DIMS. ANCHORS W/0 SHRAR CLIP ANCHORS WITH SERA A CLIP AT 17' O.C. AT 10' O.C. AT 17' O.C. AT 10' O.C. WIDTH HEIGHT EXT.(+)/IM.(-) EXE(+)/IM.(-) EXT.(+)/INT.(-) EXT.(+)/IM.(- 1. 24' 1. 1. 32' 36, 40 42' J6- 195.0 195.0 154.8 105.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 150.0 195.0 103.2 _ 137.6 168.8 195.0 98.8 129.0 150.0 195.0 58.0 114.7 135.0 180.0 77.4 103.2 128.8 171A 73.7 95.3 20' 24' 28' 30' 32' 35, 40' 42' 42,. 195.0 195.0 1377 170.9 192.9 125.0 110.6 147.4 165.3 195.0 94.8 128.4 154.3 195.0 88.5 117.9 144.6 1929 62.9 110.E 128.6 171.4 73.7 98.3 115.7 154.3 683 58.5 110.2 .145.9 63.2' 542 20' 24' 28' 30' 32' 36' 4D' 42' 195.0 195.0 154.8 1935 195.0 195.0 129.0 161.3 192.9 195.0 110.6 13" 190.0 195.0 1032 129.0 1e6.8 195.0 25.8 1239 150.0 187.5 86.0 107.5 135.0 188.8 77.4 96.8 128.6 160.7 737 92.1 20' 24' 28' 30' 32' 36, 40' 1. 5 e 195.0 195.0 137.E 195.0 195.0 195.0 114J 1720 171.4 195.0 983 147.4 160.0 195.D 91.7 137.8 150.0 195.0 58.0 129.0 133.J 195.D 78.4 114.7 120.0 180.0 58.8 1032 1143 171.4 65.5 983 20' 24' 23' 30' 32. 36' 40' 42' �, 195.0 195.0 123.8 185.5 180.0 195.0 103.2 154.8 154.3. 195.0 88.5 132.7 144.0 195.0 92.6 123.8 135.0 195.0 77.4 118.1 120.0 180.0 88.8 103.2 1D5.0 102.0 81.1 92.9 1 D2.9 154.3 59.0 88.5 20' 24' 28' 30' 32' 36' 1. 86' 125.0 195.0 140.7 195.0 105.0 195.0 1173 164.2 1753 _ 195.0 100.5 140.7 163.6 195.0 93.9 131.3 153.4 195.0 59.0 123.1 136.4 190.9 782 W9.5 122.7 171.8 70.4 98.5 20' 24' 28' 30' 32' 72' 195.0 195.0 129.0 180.E 187.5 195.0 107.5 1505 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 BD.6 112.9 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DILLS. ANCHORS W/O SEUR CLIP ANCHORS WITH SHBAR CLIP AT 17' O.C. AT 10' O.C. AT 17' O.C. AT 10' O.C. RDTH HEIGHT IXT.(+)/IM.(-) 32' 38, 76' 133.2 195.0 79.4 122.2 118.4 159.5 67.9 108.E 20' 24' 28' 30' 32' 78' 195.0 125.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 55.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20' 24' 28' !2' B4• 195.0 195.0 132.7 195.0 195.0 195.0 110.8 165.9 165.3 195.0 94.8 142.2 154.3 195.0 98.5 132.7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW Dims. ANCHORS R/0 6'HSAR allP ANCHORS WITH SEEM CLIP AT 17' O.C. AT 10' O.C. AT 17' O.C. AT l0' O.C. WIDTH HEIGHT ExT.(+)/94T.(-) EDTT.(+)/IM.(-) EM.(+)/IHT.(-) EXT.(+)/IM.(-) 19-1/8' 28-1/2' 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 193.0 195.0 772 115.9 19-1/8' 26-1/2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.E 140.1 138.9 182.E 78.5 104.7 19-1/8' 26-1/2' 37' 5D-5/8' 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 793 99.2 19-1/B' 26-1/2' 37' 42' EJ' 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155A 111.2 194.6 63.5 111.E 98.0 171.4 SI2 983 19-1/8' 26-1/2' 37' 7h1/4' 195.0 195.0 130.8 195.0 164.7 117.9 793.0 768.8 94.4 67.6 151.1 106.1 TYPICAL ANCHORS: SEE o". FOR spAclNG I 1/4' DUL KWIK-CON II BY 'HILT' (Fu-163 KSI, Fy-157 KS) 1/4' DIA. ULTRACON BY 'ELCO' (Fw177 K9, F7-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATON INTO WOOD TiRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN,) ANCHORS W/O SHEAR (`Tlp 1(N AORC WITH CA9.lR CLIP ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL .EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C-90 HOLLOW/1`41 A& 9Lt@WAT 96AMBS fro = 2000 pSI MlVe PRObjI� T RE�1�T3 • • • • \\7 1 UUFll7j7 . as cgrow�pm1p Ing w t FI�W � : •` ,1�J-��!�"'���i�' r re6o11-i4�. ds'h•-091a.11 • is 'yic-^�''••. Iratlon Date 7026l2023 _ No. 70592 • By I�iAm r ror uet C t • • 't• i �� cp • • 4i • • • • • • • 7j7H1111 1\\\\ sheet 6of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V m Z Z Fp �' � �q8 O7 gg, Or O Oa�<� 0 �rijO H 4 UJ R alol N n U � C � Q W ' LL v OC _ N �r m p N 3oLL.� �Q O_ U�?: PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIPS. 1. 24' 28' 30' 32' 36' 40' 42" 20" 24' 28' 30' 32' 38' 40' 42' 20- 24- 28" 30' 32' 36• 40' 42' 20' 24' 28' 30' 32' 36• 40' 42' 20" 24' 28' 30• 32' 35, 40' 42' 20' 24' 28' 1. 32' 36' 24' 28' 30' 32" 36' 42' 45' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIPS. EYT.(+) INT.(-) WIDTH HE 0HT 20' 24• 28" 30, 32' 3V 105.9 120.0 90.9 120.0 50.5 110.3 75Z 1D4.7 SD.0 Sao 60.0 60.0 20' 24' 26' 1. 32" 78" 102.7 120.0 58.2 120.0 77.9 120.0 73.9 101.3 60.0 50.0 20' 24' 28' 1. 32' 94• 110.0 120.0 97.0 120.0 85.5 1172 60.0 60.0 S0.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DING. I EXT.(+) INT.(-) WIDTH I HEIGHT 19-1/8" 26-1/2' 37' 42' 26" 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/5" 26-1/2' 37' 42' 3D-3/6, 195.0 172.6 155.3 R94.0 120.0 19-1/8' 26-1/2" 37' 42" 50-5/8' 195.0 154.7 120.0 89.e 120.0 19-1/8' 26-1/Y' 37' 42' 63, 102.3 ' 149.9 54.8 1182 67.9 93.1 60A 80.0 19-1/8' 26-1/2' 37' 74-1IV 110.0 154.8 88.4 118.5 60.0 50.0 19-1/8" 26-1/2' 37' 76' 109.9 120.0 54.0 115.2 60.0 80.0 /9' 26-1/2' ]7' 77' 108.3 120.0 -7 113.4 60.0 $0.0 ,ALUMINUM RTTC.K FRAMTNC: TlFTA7T.5 REFER TO SHEETS 3 THRV 6 FOR WINDOW CAPACITIES h< V !' USE LOWER APPLICABLE VALUES. Z O � ti O 12 C 4 N Oa Dao< Oti'c 24 • j14 SMS i AT 6' FROM ENDS 17' O.C. MAX. AT JAMBS U S 24' O.C. MAX. AT HEAD/SILL D 1SMS AT 6" FROM ENDS 4�.1�/L1 1n3�'LJ 17'7" O.C. MAX. AT JAMBS .C. O 0 Li a 24" O.C. MAX. AT HEAD/SILL c O X N m it.F e IO q 04 c NIn j •M M 110.0 152.0 :;4 -6 3 .9 99.8 120.0 e C Z 54, 95.5 120.0 'C. q' .. '• •; 3 g d ai 01.9 120.0 - d, ^. U O� Be.2 110.2 _• � a' TYPICAL ANCHORS TYPE 'A' OR 'S' TYPICAL ANCHORS TYPE 'C' iiEiiiSSS 82A 112.7 AT 8' FROM ENDS AND AT 6' FROM ENDS AND 2 1/2' MIN. 17' O.C. MAX. AT JAMBS 17" O.C. MAX. AT JAMBS L 80.5 110.5 EDCE DIST 17' O.C. MAY. AT HEAD/SILL 1• MIN. 24' O.C. MAX. AT HEAD/SILL 110.0 153.2' �- 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 4 e6.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACWc 6 = 2BY WOOD BUCK OR WOOD STRUCTURES r= u 2 ,$ 82.e t 13.s 1/4; R 60' A - " DVA KWIK-CON 11 BY 'HILTI' (Fu-163 KSI, FY-157 KSI) PRODUCT REVISED c 79.4 105.6 TYPICAL INSTALLATION DETAIL DIRECTLY INTO CONC. OR MASONRY cemg In hwith the Fbrlda 73.9 101.3 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSa• TEM 91ui1d1nCu a b g 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY llol4tlo. 17-0918.11 $0.0 50.0 B _ .1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) Expiration Date, 1012612023 110.0 171.0DIRECTLY INTO CONC. OR FILLED BLOCK 2500 + e45 By o h 107.e 120.0 1-1/4' MIN. EMBED INTO CONCRETE '{II-64S D65 M[• •Pro rrct o fI 3 3 E 95.e 120.02-1/4• MIN. EMBED INTO GROUT FILLED BLOCKS .065--1 .592 • • • • • , : : • • LLLa • • • Lit" 66" 91.3 120.0 I r 87.3 119.7 C - 114 SMS (GRADE 2 CRS) _56T 1.125 • • • • • • • • • • +•A7\i1ii1 !/7j' , • • • • • • • ��. JI�.....A��,,� 60.0 60.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • • • • • • a • � �P;��„�••. � 60.0 60.0 1-1/2" MIN. PENETRATION INTO WOOD 1.u6 9os 110.0 154. .E .125 _ 97.0 120.0 TYPICAL EDGE DISTANCE • • • S b 86.0 117.9 INTO CONCRETE AND MASONRY ALUINUM BUCK OPTIONAL COVER • • • 2-1/2' MIN. M � • � • � _ 72' 81.7 112.o INTO WOOD STRUCTURE - 1' MIN. 0063-TS 6063-To a v� f OOP • drawing no. L /1� 77.9 10&0 • • • • • • • i ,a •� \_� W98-1 QO 60.0 50.0 CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. • • • • • • • , - �� C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. • • • • • �� 9• �11t IIT`111 sheet 7of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMaDADE ME DEPARTMENT OF —RI OF ACCEPT. 'CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 AND ECONOMIC RESOURCES (RER) 4ON DIVISION i4IIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamJdade.=/A6onomy ...... .... ...... SCOPE: •..• •• . •••••• 'his NOA is being issued or the applicable rules and regulations governing •tie• nse of sons tOction ..... � m s. The docu ton submitted has been reviewed and accepted by MiatitDaVe Cod »ty MR - ..:..' Product Control Section to be used in Miami -Dade County and other areas where dlto*td by the Authority • • • • • • Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodaat.Control""" Section (In Miami Dade -County) and/or the AHD (in areas other than Miami -Dade Epjmtg) resolve the right: .... to have this product or material tested for quality assurance purposes. If this product or matA> gfmls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 130" Aluminum Fixed Window - APPROVAL DOCUMENT: Drawing No. - 1 e ones Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit sball bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. .If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ` NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 / Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA's ." . . .... ...... A. DRAWINGS • 1. Manufacturer's die drawings and sections. 9 0 % • (Submitted under NOA No.10-0510.13) • • • • • 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed W=Rft (L.M.%) •• • (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, witl le" � lion F,' dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed.byJhvad AJIMO, •• ...... • • B. TESTS ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA9,11a +94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) anuel P.E. Product Contr Exa finer NOA No. 7 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 000000 1. Anchor verification calculations and structural analysis, co;Wjy g witfi' '$C-5a'"";' Edition (2014), dated July 18, 2014, prepared by Al-Farooq CAr} gtion,.Sigpea and... • sealed by Javad Ahmad, P.E. • • •... (Submitted under NOA No. 14- 0 731.05) .... .. 2. Glazing complies with ASTM E1300-09. "" • • • • • .. .. .... ...... D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources (RJR) • 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. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0 731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel fferezAllfr. Product Control Ex in r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED . • A. DRAWINGS' 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Wii?dow'(L.M.I.j • • • (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with7MAss1"on G,'d'dfed 08/29/17, prepared by A]-Farooq Corporation, signed and sealed 4Y.Javad fj.h ad, P.E. • B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural Edition (2017), dated July 15, 2017, prepared by sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. • • analysis, complying wil h XW Who • Al-Farooq Corporation, signed and D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflea CP — Saflex and Saflea 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 "Saflea 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 51 Edition (2014), with FBC 6' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.1. approved o 6/25/15 and expiring on 09/22/20. �­, Manuel P e P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 49' 48' _ FLANGE WIDTH BUCK WID1H DA_ OPG. D.L. OPG. V VAX. 18' MAX. ld. HEAD/SILL A SHORTER $ Al CORNERS SIDES AoG 1 h 1 It m� 11 1 2 z v C ri ii C1 JL----- II____it It 11 11 II �, II �E :1 it ot - _ ____JL__1 It II II o It II 1 11 II I - I I It Ir-----IF- -- $o II II �O DI II 11 II i� ON II II II II II 11 II II 11 11 II II II 11 II it IA Al II B 3 B7 it FALSE MUNMS (SURFACE APPLED) 18' MAX. 6' MAX. OPTIONAL FLANGE & FLANGE ADAPTOR FRAME s"SIIDES H�/F� SERIFS 130 SENTINEL ALUMINUM FIXED WINDID DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO EMIRE SYSTEM. THIS PRODUCT HIS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITON)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURFJCANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMLNTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND D06 NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.. LIFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECEIVING INS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. OONDTUONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL I 8' ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. F DAYI rtF OPENINGS, O.LO. HEIGHT: BUCK HEIGHT - 3.00` D.LO. WIDTH v BUCK WIDTH - 3.00' W WINDOW__WIQiH� WINDOW M'IDiH WINDOW WIDTH WINDOW OW MOTH -WINDOW WIDTH Ijr�-"ijl Ir _(I ! 1 Al3 a 3 1 I ; I c), L- -J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WI LAM. GLASS INSULATING IAM.GLASS rET" LARGE MISSII.E IMPACT OLJI SMALL MISSILE D�iPACT •.• •• •.• •• • •:' • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED SHUTTERS ARE NOT REQUIRED. as compIyyInyy wllh It M Fbrlda - Building Goda NO • • f"918.07 • • • - • :' C ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Ezpira�ll Date •�9 0� • '• VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS • • • • �Sd MA4♦♦�♦ SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. By • • �1 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W1-02 SIOES 'o U d L II 1 n u u u u n n u I I D n u ----�-- — L---- ----Ir-----�r---- II II o II II II II 11 II u n u FA (SURF. I 1 L n II 11 II II II n � u a1L____ -1r---- ZI-- 3 tLnc � o m II II II II II II u u L______LL____ u n { t•- MAX. STRAICM SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES �v m Z01 $n b og� Ig H U�U Cf m 0 ct 0-dba Z {QLzgyg� g X 3 ti i6 � c � 0 0° w a n 3NMi to O SIDES Cij Z2n �o .g • • • i f� `L� •�� pI•J1f/ ��4 PRODUCT REND • • • • •; • as eom iyyingg with the Florlda Building Codi o NOA-No. 97-0918.07 ZIP"" O{t* By • s •. Qp7pEpOFF* drawing n o. N9a a Pr uc o t. • • S+ •. ��� W 10-02 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACffY - PSF FLANGE DDB. ME DIMS. GLASS TYPES 'C'k'Cl' GLASS TYPES "D'k'DI' Y60TH (W) LENGTH (L) WIDTH (W) LENGTH (L) EKT.(+) INT.(-) EKT.(+) INT.(-) 2r 1. 36' 1. 1. 54• 80' 61' 3r 23' 29' W. 41' 47' 9' 59' 1.a0.0 �. $0.0 80.0 80.0 $0.0 80.0 80.0 80.0 $0.0 80.0 solo $0.0 80.0 60.0 80.0 80.0 $0.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 SOA 80.0 80.0 80.0 80.0 ..a 80.0 s0.0 24' 1. 36' 42' 48• 1. 50' 61' 4, 23" 29 35' 41' 47 5r 1. 60' 47, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOO 90.0 70.2 70.2 80.0 80.0 61.3 613 80.0 80.0 61.3 613 SO.O 80.0 61.3 61.3 a0.o 80.0 $1.3 613 80.0 90.0 24' 1. 35" 42' 1. 54' 1. 61' �. 23' 29' 35' 41, 47' 53, 1. 1. �. 80.0 $0.0 80.0 SOD $0.0 30.0 80.0 80.0 50.0 30.0 80.0 BOA 70.2 70.2 80.0 50.0 61.3 613 80.0 BOA 54.3 543 72.5 72.5 48.8 sale 65.1 65.1 4a.8 46.11 55.1 65.1 (30'1 fig/ 42' 48' 54• 60. 51• 72. 23' 29' 35' 41' 47' 53 59, 1.4&0 71• BOX So.O BOA dii solo 80.0 so.0 60.0 80.0 50.0 80.0 70.2 70.2 50.0 80.0 61.361.3 50.0 a0.0 54.3 54.3 72.5 72.5 4A8 48.8 65.1 65.1 48.0 64.0 64.0 24• 30, M. 4r 4a' 54, 56" �. 2r 29' 35' 41' 47' 33" 55' �. 80.0 80.0 80.0 804 $0.0 80.0 80.0 solo 7s.2 78.2 80.0 80.0 70.0 70.0 80.0. 80.0 613 61.3 80.0 80.0 54.3 54.3 72.5 72.5 S2.4 52.4 69.8 69.8 24' 30' U. 42. ss" 49. 97. 23' 29' SS' 41' 47" 4a' 96• 80.0 80.0 80.0 80.0' BOA 80.0 50.0 80.0 7S6 73.6 solo solo 65.2 65.2 BO.D 50.0 60.8 60.6 80.D 50.0 59.6 59.5 $0.0 BOA 24• 1. 36. 42' 46• 102' 23' 29' 35' 41' 1. 101' 50.0 80.0 80.0 $0.0 80.0 90.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 50.0 50.0 59.3 593 80.0 50.0 24' W. 36• 4r 44' 108• 23' 1. 35' 41' 43' for 50.0 80.0 80.D 80.0 $0.0 80.0 80.0 i0.0 73.8 73.a solo 8GO 62.4 62.4 80.0 60.0 S9.1 59.1 80.0 1 $0.0 DRST0 LOAD CAPA M - PSF FIANCE DIMS. Bum DIIm. mA.48 TypBS 'C'k'CS' GLASS TYPES 'D'k'Dl' wum (VI) IFNGTH (L) WB7TH (W) LENCLH (L) EXT.(+) 1NT.(-) IXT.(+) 24' 30' 3r 41' 114' 23' 1. SS' 1. 113' BOX 80.0 80.0 50.0 BOA 00.0 80.0 80.0 73.0 73.0 $0.0 80.0 61.4 61.4 80.0 80.0 24• 30" 36, 39" 1W. 23' 29 35' 38' 1t9, 80.0 80.0 80.0 $0.0 50.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 $5.9 65.9 80.0 80.0 24' 30" 36' 39' 121' 23' 29' W. 38'fi5.8 12W 80.0 80.0 50.0 80.0 80.0 ao.o 80.0 $0.0 72J 72.3 Solo 80A solo BOA DESIGN LOAD CAPACITY - PS? FLANGE DIMS. BUCK DIMS. GLASS TYPE 'Ck'Ci' GLASS TYILI9 b'k'DL' WIDTH (Y') LENGTH (L) WIDTH (N) LENGTH (L) E70'.(+) TNT.(-) DR.(+) 1 NT.(-) 19-1/6' 25-1/2' 37' 48' s3-1/a• 61' 25' 1s-1/8' 25-1/2• 36• 47" 52-1/8• W. 25" 90.0 80.0 80.0 80.0 80.0 80.0 40.0 80.0 80.0 a0.0 80.0 a0.0 90.0 80.0 50.0 80.0 e0A 80.0 80.0 80.0 aO.0 80.0 50.0 80.0 19-1/a' 26-1/2" 37, 46' 53-1/8' 61' 38-3/8' 1a-1/e' 25-1/2' 3r 47' 52-1/8' W. 37-3/6, 80.0 e0.0 50.0 90.0 MO 50.0 50.0 50.0 a0.0 80.0 50.0 50.0 77.1 77.1 80.0 90.0 77.1 77.1 50.0 80.0. 77.1 77.1 80.0 80.0 19-1/5- 26-1/2' 1. 4a' 33-1/a- 61 • 75-1/4• 93-3/4' 50-5/6, 18-1/8• 25-1/2• 38' 47• 52-1/a" 60• 74-1/4- 92-3/4" 49-5/6, 1 80.0 a0.0 80.0 80.0 $0.0 80.0 80.0 80.0 SOX 80.D 50.0 80.0 61.3 61.380.0 80.0 Salo 55.0 77.4 77.4 58.0 58.0 77.4 77.4 5a.0 58.0 77.4 77.4 58.0 58.0 78.5 76.5 19-1/8• 26-1/2' 37' 4a' 53-1/8' 61, 75-1/4• 63• 18-1/B' 25-1/2• 38, 47' 52-1/5' 80' 74-1/4" Q2, 80.0 80.0 80.0 $0.0 Bo.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 613 61.3 80.0 50.0 553 55.3 73.7 73.7 48.0 48.0 64.0 64.0 48.5 46.5 61.9 51.9 19-1/8- 26-1/2- 37' 48' 53-1/B' 81" 76' to-//s• 25-1/2' 35' 47' 52-1/8• W. 75" 80.0 804 80.0 80.0 aO.O $0.0 80.0 80.0 78.9 78.9 a0A 80.0 51.3 61.3 80.0 80.0 55.3 553 73.7 73.7 48.0 4s.D 54.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 k 1.1 1-� M c I I Z w L e - % C%Ow~ WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED a O 8 aVERTMILLY OR HOMOKTALLY AS SHOWN ABOVE DO L. K LL2:a= BUCK Da4S-- V. Q b 8 g FLANGE FRAM � y FLANGE DIMS (j c 'n BUCK DMS � � R � oW � 200 LL EQUAL LEG FRAME � O N o 4 W Nn BUCK DIMS c M FIN FRAM U - R BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIALS w o NOTE: •=g� GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) W • o n C AND FLORIDA BUILDING COMMISSION 01 a ry A DECLARATORY"ATWT PCV5-DfC-219 • a S d 8 • ! • • • • • 0%, 1 c •• •• ••• • : ��,0•Ah 777j'i o PRODUCT REVISED 705B2 S a• eomplW with the Florida sulWing • NDA-No, •d17•Wj8.07 N ��t• 09 020 • • • • TE • � - drawing no. Ira • - • W 10-02 By ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • / 3/16' ANN. GLASS 075' IMerioyer Safi- CP With PEr Care By 'Eastman Chemical Co. O 090' lnteriaya Safiex Clear And Color Class By'Eastman Chemical Co.' OR 090' IMe"r SentryGlas BR'Kuraray America, Inc.' O .090' interloyer Trosdol PVB By 'kurorcy America, Inc.' 3/16' HEAT STREN'D GLASS Z m I ii I: SILICONE 3 _ n E3 GE 1 II !I DOWI CORNING 99 n DOW CORNI 995 jl jl 0 US AT 1/4 POINTS LRES WIDER THAN 3V �. GLASS TYPIC 7/16' OVERALL LAN 3/16' ANN. GLASS 075' Interlayr Safi" CP With PET Cam BR'Eastman Chemical Co.' O 090' IMerloyr Saflex Clear And Color Class BR'Eastman Chemical Co.' 3/8' AIR SPACE 3/8' AIR of Interlayer Sennrgm 3/16' HEAT STREWD GLASS BR'Kumray America. Inc.' O 090' Intsriayr 3/16' HEAT SfREN'O CL Trosifol PVB By 'kuroroy America, Inc.' 3/16' HEAT STREN'D GLASS Ig CONE Cf 1200 DOW CORNING 699 r j DOW CORNING 995 XL EDGE SPACER 0 n ST. STEEL BY 'CARDINAL' E4 !j i• i� OR DURASE.N_ BY 'OUANEX' K OR 0777 SUPER SPACER BY 'OUANEX' ' M5 AT 1/4 NITS ALL SIZES .I.AFr� ROE -Cl' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' k 'DI' MUST BE TEMPERED. f0 W 3/16' HEAT STREN'D GLASS 075' Interkrw Safi" CP With PET Care OBY R 'Eastman Chemical Co.' .090' Irderlay or Sanex Cleor And Color Glass 'Eastman Chemical Co.' Oil 090' IMerkyer SentryGlas BY TKuraray Americo, In O .090' Interloyer roaifol PVB By 'kuroroy America, Inc.' r-3/16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OAT 1/4 PWTS ON LRES WIDER THAN 36' GLASS TYPE 'D' 7/18' OVERALL LAM. CLASS 3/16' HEAT STREN'D GLASS 075' Interlayer Saflex CP With PET Core 13R'Eastman Chemical Cc.' O .090' Interloyer Safi" Clear And Color Glass 'Eastman Chemical Co,' OR 090' Interlayer SentryGlae By 'Kurorvy America. inc.' OR _ 090' Interlayer Troaifol PVB By 'kurcray America, Inc.' r3/16' HEAT STREN'D GLASS 0 SILICONE 0 GE 1200 ppp DOW CORNING 899 rn n III CORNING 995 II 11 I 2OR 1200 DOW OORMNG 899 jw. CORNING 899' CORNING 993 CORNING 995 XL EDGE SPACER GLASS TYPES 'V' & 'Dl'ST. STEEL BY 'CARDINAL'T7•n�OR • • • • • • • • • DURASEAL BY 'QUANEX' • • • • • • • • "kill i • • • • • • • 000 \\\ }�•ft , SUPER SPACER BY 'QUANEX' • • • • I7 • `p �� • • • • • r_ ei 4 • 7hH VCENa�c' •. b L M5 AT 1/4 PO ALL SIZES PRODUCT REVISED 7l]SB2 — S as complying with the, Florida GLSS TYPE 'D1' Building Co al• _ * = 1' aJERALL INSUL LAM. CI,ISS ,t lloA-No. • 47-091M.D7 • • • • • .; ._.�—, • InG nOwls D91W=20 • • '�4WI!/� drawing no. uet • • -. •. oRoR: � �� W 10-02 1iy . . . M e • • • • •r„_• \\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS u g THESE DETAIL ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES INSTALLATION DETAILS DIRECTLY INTO CONCRETE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS om; a $ °j 7d FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4" MAX. FLANGE l SEE ELEV. 29Y WOOD BUCK FOR SPACING OR SHIMS •. METAL 00 $ a {9 y �I I I M2 STRUCTUR TYPE OR '♦ SEE ELEV. FOR SPACING v M2 SnnMREE3 TYPICAL ANCHORSSEE µ ELEV. FOR SPACING Q' KN g QGS .N Et E1 � II II it jl M2 1-1/4• _ - _ D• MIL, A � 2 4 O „] ZOZ �mq� r� Q W 01 E F ' . rY •• , ... D TYPICAL AttHORS •. .. ^ . 1 SEE ELEV. •. Iffy FOR SPACING II jT bi WOOD BUCK i. Et E3 j '$ J U C n 1/4' MAIL � R SHIMS E2 EQUAL LEG EQUAL LEG EQUAL LEG EQUAL LE G o o FwF- B 2Bf WOOD BUCK A WOOD STRUCTURE C M2 METAL STRUCTURE N CI n n I TYPICAL ANCHORS SEE ELEV. FOR SPACING Gj 3 n M3 52 N _c Z M3 52 TYPICAL ANCHORS • i j I SEE ELEV. FOR SPACING '• D T1(PICAL AIICHORS !� I! M2 uri C .~ ' I SEE ELEV. ^ .I TYPICAL ANCHORS ,n r' iffy FOR SPACING WOOD BUCK ii i SEE EUY. FOR SPACING o � C PRODUCT gREVISED BuOding L`od•with th° Florida u o g �k g $ s Now -No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. EzptratWn Date 095=020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. o 1/4' DLl KWIK-CON I BY 'HILTI' (Fu-163 KSL Fy-t K9) MI ml-0a roe uc a • • • • • • • • • g d " 6 E • • • • • • • • 1111 111I I N 1 /4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI. Fy"SS ) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 cR5) • • • • • • • • • • `� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DARE COUNTY APPROVED MULLIONS • • • • • • • IT H,;�zq",,�� ° -eV i-1 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/ BS) OR INTO CONCRETE AND MASONRY - 2-1/2" il: • • • • • • • 71'� '•� / 1 1 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO WOOD STRUCTURE - MIN. �P 1 LI 2017 = X 3 THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE 3/4" MIN. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE _= *- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAM ) WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. ALUMINUM: 1/B' THK. MIN. (6063-T6 MIN.) Y ` 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) CONC REIE AT HEAD, SILL OR JAMBS fe - 30"PS►RW • • • • STEEL• 1/B" THK. MIN. (Fy - 36 KSI MIN.) ••, C-90 HglOW/FlLLED BLOCK AT JAMBS fm•- 2000 MIN. • • • DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • i • • OF �� drawing no. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/ BS) • • • • • • i� AQ �!`` 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W1 O—OZ Sheet 4 of 6 • • • • • • Nry 1111\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW RI I 0 Z o ^ a INSTALLATION DETAILS TNRU 1X INSTALLATION DETAILS TH RU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL b WOOD DUCKS INTO CONCRETE DUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS f ry_ ppa FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR O` e TYPICAL ANCHORS SEE ELEV. 1/4' MAX SHIMS to 2BY WOOD BUCK FOR SPACING G o<�{ OR METAL 0>2 E3 4 i WOOD STRUCTURE TYPICAL ¢C� ' STRUCTURE d C 1 •I li it FOR SPACING T M2 TYPICAL ANCHORS SFE ELEV. RC �. O 52 I \ w FOR SPACING n Q + QEIM Igo c e II II 52 MIN. A v ' �• 'r' • . '. .. 7 . • TYPICAL ANCHORS SEE ELEV. r' M2 18Y FOR SPACING WOOD BUCK ES E2 ES ; R 77S 2 3/8' MIN. 1/4- MAX CAP BUCK IREK#R 1/4' MAX. GAPc O w 0 LL c WOOD STRUCTURE NOT BY CG1 1/2' NUN. 1/2' MIN. .�, O N o t0 N 2 7/8' MIN. E2 C2 d z 0 a 3 c i FIN FRAME M2 CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I V O is SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-7/4' MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2-%'. THE USE OF DEEPER OR = x = BEVELED W0008UCKS IS HOUSE WRAP a o o " PERMITTED. NOT BY CGI EXTERIOR BUCK WIDTH BUCK WIDTH r--------------------� f�-- --- MLAMI-DADE COUNTY 1 I IAAMI-DARE COUNTY APPROVED I j I j j I APPROVED MULLION I MULLION &MULLION ANCHORS I I U o I 1 k MULLION ANCHORS I 1 SEE SEPARATE NOA j I • • • • • • • • • • • • II 11 SEE SEPARATE NOA �1 I� • • • •� • • I;I • . • �`,j j•�tj 11L1 11 II ,, c u e '� ------ -- LL-7., - -- II - .. ... .. . . . 1• vG�••••. sla 11 _.._.._.._.._.._.._.. i i i i PRODUCT REVISED I 1 an comp%2 with the Flodda - - BuBding Coda - -� -- TYPICAL ANCHORS - FOR SPACING cPlre Dat. ft2f=20 • OF =• � /014 dmwinq no. Asi—.!off �G�?. X 1- SMS. • , �am Prod •„R��LL W10-02 • c �- i�1�� sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . 2.505 .oee 1.995 512 .993 .065 TP. 1.333 Et FLANGE FRAME 2.303 .088 612 1.495 .995 065 IYP. 1.335 O FLUSH FRAME/FIN FRAME .875 .995 .975 1.184 O GLAZING BEAD (LAM. GLASS) .120 .995 060 1.000 t125 YP. �I I�� 1.154 soot---I� M4 E4 GLAZING BEAD (LAIR. INSUL GLASS) GLAZING ANGLE (LAM. INSUL I 1.7 .065 1.450 .180 1.550 1.680 .050 1.395 O NAIL FIN ADAPTER E6 FLANGE ADAPTOR F 1.3931 Leo 1.119 I 291 .050 T .050 .065 1.081 M3 FLUSH FRAME COVERO SCREW COVER REM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLMR/gRUW El CGI-118 4/ WOW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME -63-TB - E3 CGI-121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6053-TB - E4 W-123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-TB - E5 OGI-110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WOW. FRONT FLANGE ADAPTOR 6063-T6 - M1 C%-352V AS REDD. GLAZING BULB VINYL PVC DUROMETER 75-80 SNORE A M2 CGI-124 AS REDD. SCREW COVER- OPTIONAL PVC - M3 CGh 112 AS REOD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8533 SHORE A S2 110 X 1-1/4- 2/ CORNER ASSEMBLY SCREW PHL PH SIAS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS 7* RECT. OR SQUARE WINDOWS PRODUCT REVISED as compbinp with the Florida Z Building Cod• Nvoc-N — - 17-09J 8.0Z O : "ratio* Data 09R2=20 • •• • slY-• u o • • i Vi i t 4i drawing no. • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY # PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND C _ STRATION DIVISION T (786) 315-2590 F (786) 315-2599 OF ACC I NCE (NOA) www.miamidade.zov/economv CGI Windows & Doors, Inc. t 00 N. W. 25" Streetmi Fl. 33172 PE: '..' i •..• •� A is being issued under the applicable rules and regulations governing the use of cot2JtOt"ion materials. The' • • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prafltttff_ontrol Sdbtion to:.*..: be used in Miami Dade County and other areas where allowed by the Authority Having JurisaicUce (AM.. •. e This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cor}trof y ectio�,;,,• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reselye **e righf tq 4p:,e this::::. product or material tested for quality assurance purposes. If this product or material fails tp.pejJarm 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 th e -right to rev* *Ue thi,: . . . .; acceptance, if it is determined by Miami -Dade County Product Control Section that this prCd1t•or m4e4ft? fails td ' meet the requirements of the applicable building code. "" This product is approved as described herein, and has been designed to comply with the Florida Building Code, : Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo : yawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-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_I 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 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 414-1015.04 and consists of this page i 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. NOA No. 17-1226.05 MIAht1 o1wE C11 wTY Expiration Date: August 08, 2023 �" bZ f ►��2� rAppr oval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last �e ised on . . AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. "" ...... .... B. TESTS (submitted under file #13-0226.06) : 0 0 0 0 • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • • • • • ; • • : "' •; 2) Uniform Static Air Pressure Test Loading per FBC' iAS 202 94 • • • • • • • 0*0900 3) Water Resistance Test, per FBC, TAS 202-94(+50.VT$F, sill-.... -I•or�ly) "' •' 4) Large Missile Impact Test per FBC, TAS 201-94 ..•... ...... • 5) Cyclic Wind Pressure Loading per FBC, TAS 203•-94 .... ; . • �; • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202•*94.'. • Along with manufacturer's parts and section drawing marked -up drawings of aluminumo*oxf/ • sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per 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 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05119.115 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct 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 (5t' 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 PER. 2. A. NEW EVIDENCE SUBMITTED •••1•• • • . . .... ...... DRAWINGS • • • • • • • • 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outsvlma Dbor sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated ; • • • •; 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad,•P.E. • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 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 61 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 SUBNHTTED 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 "Safleg Clear & Color glass Interlayers", expiring on 05/21 /21. .Goo* • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical C;J p4y (MA'T Mr their* • • 0 • • "Safleg CP-Saflez & Safleg HP Composite Glass Interlayers w/ PE.T.Core", ej�.p}rmg one • 12/11/18. •••••• . 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Iad.'fb%their ; Trosifol®: 0 Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on.0.0�L /19. 0 '' • •; • • • ..... .. .. .. .. ...... F. STATEMENTS • • • • • • • 1. Statement letter of conformance to FBC 6th Edition (2017) and of nb fmaflcial ipt� cast ....:. prepared by Al Farooq Corporation, dated 11113/17, signed and sealod by Javad'Ahmad, P.F, 0 .. . . .. 0000 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. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 6' By 'Eas .090' So : INTERLAYERS By 'Eastmdl .090' Sentr By Kuraray 090- T 4K By 'Kuraray 3/16' ANN. GLASS SILICONE DOWSIL 995 DOWSIL 699 GE-1200 z I 311 II � II II I: 1 � 1 53 AT 1/4 POINTS \ GLASS TYPE 'A' 1/16' OVERALL LAM. GLASS SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AS FOLLOWS. CP With PET Core Chemical Co.' Cleo, And Color Glass Chemical Co.' e ppverrlRica, Inc.' km ITits , Inc.' z IEu F n STEP 1 DErERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCrM BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEEr 2- STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16' HEAT SIREN'D GLASS 075' Saflex CID With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass ERS By 'Eastman Chemical Co.' .090' SentryGlas By Kuraray America, Inc.' .090' Trosifol PVB By Kuraray Americo, Inc.' 6' HEAT STREN'D GLASS SILICONE DOWSIL 995 rDOWSIL 899 / GE-1200 I ` I� I 1 53 AT 1 /4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS _ O1 C � v � 0 n 0 � v w r c to ONIn 10 n 3 �r C 2 r h N 3o_n N U PRODUCT REVISED t as complying with the Florida Building Code NOA-No. 17-'1226.05 c $ o u Expiration Date 0810812023 B y c a a S i Mian a Product Control DOORS/SIDELfTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o " •' N ^ SHUTTERS ARE NOT REQUIRED. $ c • • i = • • •• Sao .. • • • • t TEB 1.5 • _ 0592 • • . • • itA OF �� drawing no. V. • • • • • • • • • y7j ®�AL 111\\ sheet 1 of 13 0 ••• • • • • • ••• • • • • ••• • • •• •• 6" TEMPERED CUSS 3/8" AIR SPACE 3/16" ANNEALED GLASS 090" Interloyer SaOex Gear And Color Glass By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE I %OOWSIL 899 6" TEMPERED GLASS 3/5' AIR SPACE 3/16' ANNEALED GLASS .075' Inledayer SaBex CP With PET Core By 'Eastman Chemical Co.' r3/1f��WTONE 'D GLASS SIL 995 z F z F <y 38/ 1 i \\ r�N9 38/ u t2 \ 12 I111 \1 %L EDGE SPACER XL EDGE SPACER STT. STEEL BY 'CARDINAL' i. j j� STEEL BY 'CARDINAL' I R 0 1 DDURRASEAL BY 'OUANEX' o ` DDURRASEAL BY 'OUANEX' \ / SUPER SPACER BY 'DUANIX' / SUPER SPACER BY 'OUANE%' \ / OR \ / OR KODISPACE 4SG TPS BY 'KOMMERUNG' KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS 53 AT 1/4 POINTS GLASS TYPE 'C1' GLASS TYPE 'C2' 1' GVFJULL INSUL LAM. GLASS 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS 3/16' TEMPERED GLASS 3/8' AIR SPACE 3/16" ANNEALED GLASS rr .1190" SenlryGlae INTERLAYE(S� By Kumray America. Inc.' .090" Trosifol PVB 8y 'Kuraray Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 \F aJ 38 Sb 12 h %� EDGE SPACER I I: ST. STEEL BY *CARDINAL! OR o ` OURASEAL BY 'OUANEX' OR \ / SUPER SPACER BY 'OUANFX' \ / OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLAS$_TYPE 13' i" OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1226.05 Expiration Date 08/08/2023 By tNla De roduct Control •• ••• • • • • • •• • • • • • • • • • j111111fi1 ••• ••• •FFB7•Pi 1U18 • !ti,P sF,.� / a. 70M • • � j w • • • • • • • S of Cf/ • • • • • • •`• '•FOR • . • • •0 0 ••• • • . ••• • �V oIL i p00 L 06 M C1 p aT O' 00 a 0 L a MEMO = Vl o Q ZWmi 1 •P g drawing no. W13-01 HINGES SEE NOTE BELOW w p /I -U- Y i i e 11 11 u \ D 1 II\ p Na QZ 3 I I \ II \ u A n 2 ANCHORS 81 1/2" TYPE 'A', 'B' OR 'C' DOOR FRAME WIDTH AT STILE ENDS 6" MAX, SEE CHART FOR QUANTITY HEAD/SILL -3—�{ �.6 III--- 3--- SEE" BELOW ACTIVE - 1` N B mW 1W 28 t � U D.L OPGPG. 2 ANCHORS TYPE 'B' AT STILE ENDS I / 1 A FLU BOLT C / i DET SEE ISHkT 11 !E 2 a 3 POINT LOCK 1 lY _ o SEE SHEET 10 11 II II \ \ / tl II 1 dL ACTIVE JULI NAG VE TYPICAL ELEVATION (x ) DOOR OPTIONS v\i W s m� a 28 1/4" 28 1/4" D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( xx ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF GLASS TYPES 'A', 'B', 'Cl', 'C2' W 'C3' FRAME LEAF WIDTH THRESHOLD TYPESI LOCK SETS I INSUL GLASS SPACERS WIDTH (X) WIDTH (XXj HEIGHT STD. ADA SCH CC BLOW CXL "GO 0(IAN 37-1/4" 72" 96" 35" 80.0 70.0 80.0 80.0 8O 80.0 80.0 B0.0 42" 1 81-1/2" 1 96" 1 39-3/4" 80.0 70.0 1 BO.D 1 80.0 1 70.0 1 70.0 1 80.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HEAD ANCHORS OUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 5 1/2" 7 7 - SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4- X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED LOCK SETS: (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (SID. THRESHOLD ( SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) CC = COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD a BALDWIN CLASS INSULATORS: • • • • f • • • • •• CXL = CARDINAL XL • • • • • • • • • 1 U 11 I 1 KOD = KODISPACE • •• • • • • • �AA1,,nn CLAN - OUANEX DUR/SEAL •• • • • • • • • • • ��A W°'-�H;pnlq{77ji OUANEX SUPERSPl6t� • • • • • • • • • �� •'��' L\CENSp'••;� " EE91 51018 • _ PRODUCT REVISED '- - PJo;L OSD2 .a complying with the Florida * V DOOR D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 tl • • • ��/�No.a.oa �1��: � • • 41nogn mte 08/081'2023 • • • 1 lam-0 uct ntrot • drawing no. w13-01 ••• • • • ••• • s 165 1/2' MAX. G Y 1 1 Y 1 1 H J m4)==--Ir---- e / FWS{� 60 ` SEE ASH 11 I I II J II II i 0 3 F SEE OINT LOCK 10 1 II 0 ,,(V m 6 II II / _ 11 II \ tl 1 A 11� /II / II II II 1 1 11 I I 1 � If D.L OPG. TYPICAL ELEVATION ( In ) SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A'. 'B'. 'Ci' CLASS TYPE ' 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) INT.(-) EXIT.(+ INT.(- EXT.(+) INT. -) 30" W. 36' 37-1/8" 39" 42" 84" 80.0 80.0 80.0 80.0 80.0 60.0 80.0 BO.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 Bolo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 solo 80.0 80-0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30 33" 36" 37-1/B' 39' 42• 90" solo B0. 80.0 80.0 80.0 80-0 80.0 00.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ao.O 80.0 80.0 80.0 BO.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 00.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 solo solo solo - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 60.0 BO.0 E CHART FOR OUAMITY HEAD ANCHORS QUANTITY AT STILE do MULLION ENDS ANCHOR TYPE SHIM 'A' '8' 1/4' 4 4 q 6 6 6 7 7 - TENERS SAME LOCATIONS ANCHORS SHOWN ON Ef 2 ACTNE INACINE n G 37 1 B" ' 0 / D.L OPG. D.L OPG. L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPICAL ELEVATION TYPE 'B' FALSE MUNIINS MAY 13E USED OXXO AT STILE AND C MULLION ENDS SIDELITE OPTIONS n Ae5 INSULATOR IMITATIONS FOR CIDEI TTFS WIDER THAN 37-1 /8" ONLY. 90' do 96" HEIGHTS FOR GLASS TYPES 'C2' h 'C3' OUANEX OURASEAL " SUPEiSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMB MAX. LOADS TO t70.0 PSF) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TE= FRAME AREA - 110.3 SO. FT. �• •� ••�fE� 1�5• • •• •••PROdUCT"'REM D ••• as complying with the Florida Building Code NOA-N 17-1226 05 SIDELITE D.L.O. DIMS. o' • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 12.875' • EWRationbet%08/08112023 D.L.O. WIDTH m SIDELITE WIDTH - 8' STAND ALONE SIDELITE ONLY • • . • • • • D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY • e� • • • • • • Mieffil-DeiVrodtMt ObntTl • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • ova... GEN9 0rowing no. W13-01 DESIGN LOAD CAPACITY - PS? SIDEUTE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 1 84 1 80.0 80.0 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 eO.O 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 96 BD.O 80.0 80.0 80.0 80.0 80.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 SIDELITE TO DOOR NOTE FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE. DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. a DOOR DOOR DOOR DOOR -FRAME _-,_SIDELITE SIDELITE FRAME SIDELITE FRAME . SIDELITE . FRAME IWIDTH - WIDTH I / H H K \ \ 7W10TH WIDTH WIDTH / H J MUUJON_1 'S XXD \ DOOR STILE ENO ANCHORS l `END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH WIDTH WIDTH /r K \ / -( OxD) - ( xox) WIDTH WIDTH WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE c o n 4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 u o W LL • • • • • • • • � • � • � �P''�. CENSF'••, i n .o 0 • • • �Z `ol PRODUCT REl%I9ED.70592 • • -, as comp)yying ith the Florida FEB 1 •5 •o Building Cod• 2�18 NOA-No. 1 `7-1226.05 _ a Exijratlon "' l/8/081Z • • • • • �STA OF .({7 � drawlnOg no. INi • yea uct cgptrol � • • • • • • : �� ���dA1AA.1��``� sheet 4 of 13 • ••• • • • • ••• • • ••• • • • • • • • ••• • •• • • • •• •• 4 EDGE DIST. TYPICAL ANCHORS {f, V v SEE ELEVATIONS ilk ^ m FOR SPACING �Y z m L CONCRETE °^n .' ' 3 • U I a < p� O0 �`. fµV1 (� 4D T9aa' 49 I i i dKC� D a D a I I I I 1 11 i a�IZJO n i i i t s LL z O- g L zI�0 0�1 �L Q Wit t t III S 0 p O O � 2 a o tN 4 a O o n W it v 3 a sz�� 1 Ili j!@ 30 0 is is ii i. 0 3 U-:W Ili O 99 hi i I: a l e 9 49 i i i I I l 1 1 a PRODUCT REVISED POURED h HARDENED I I I as complyingwith the Florida _ - g s j j j I I HIGH STRENGTH GROUT 4g l I 7 Building Code !'c - 5000 PSI MIN. I I I NOA-No. i7-'1226.05 y e u © I l I NOT BY CGI WINDOW 4J I I Ex tion Date08/0812023 MUSE TRANSFER STRR SHEAR I i Plra LOADS TO STRUCTURE m •-' I I 1 I 41 1 LOAD BEARING g 1 1 I I I I 10 (SOLID SHINS 51 I I 1 4 MI I-D roduct Gontro I 4 o n? s I i t i i •¢� OPTIONAL TO GROAT)44 u o 16 4111111 1 YY', • • • Zola • \\ INA- .v. �.. .. a, _ �D592 a a TYPICAL ANCHORS TYPI CAL ANCHORS EDGE DIST. SEE ELEVATIONS EDGE DIST. SEE FOR THRESHOLD ELEVATIONS SPACING FOR SPACING •• ••• • • • • • • •: : • '' T OF '•(yam SADDLE (ADA) THRESHOLD • • •%'�a''•. DP,. �.` drawing no. STANDARD • • • • • • • • ��i s •' ' W J� —O WATER INFILTRATION APPROVED FOR • • NOT APPROVED FOR WATER INFILTRATION RESISTANCE • • • • • • '� s!O \\ RESISTANCE LIMIT MAX. DESIGN LOADS TO f70.0 PSF DQpF2• DE'Z�ILS • • • �YT, L \\ sheet $ of 13 11 I I1lll ••• • • • • ••• • • ••• • • • • •• •• 113Y WOOD BUCK �u U SEE NOTE SHEET I 2BY WOOD BUCK EDGE DIST. OR a. W000 STRUCTURE METAL -- -------- - - - - - - - - M1 CONCR�E . ESE SEE NOTE SHEET 1 EDGE DIS'i. STRUCTURE i MIAMI-DADE COUNTY APPROVED 1 j Z n 3 I CLIPPED MULLION I ,q m Ij SEE SEPARATE NGA jl 0 Z n IQ -- ---- -- - - - - -- o G -- 0 N` e U v U Z If z mN o s mx Fw 0 �i �i m p TYPICAL ANCHORS n TYPICAL ANCHORS - o TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS 0 y a Q SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING FOR SPACING A7 0 0 SEE ELEVATIONS R FOR SPACING FOR SPACING Q w 6 wmfZ0 o �! OmQ 8 Q 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 TYPE 'A'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) 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 'B'- 1/4" DA . ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) MIN. LENGTH = 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 SCREWS (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 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS T"c = 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. � N � C J — n N 8 0 0 0W n ' (3 c C N $ 0NMn � � 3 PRODUCT REVISED c as complying with the Florida g Building Code NOA-No. 17-1226.05 •' a expiration Date 08/08/2023 0 By Miam -Dad roduet Control � � oc m : - „ - o ••• ••: ,FE91:5loll •• • •• • • • • ••• • •• ••• •• • • • ••• DOs)::DE'�'�IL9 •• •• ••• • • •7Ti - • • • • • • • • • • • ••• •• •• • • • •• •• 7D592 a • TA OF '' G� drawing no. W 13 —01 TfPICA FC TYPIC F N � U Z C 1 J — S L n 0 O 0 W v Cl: O V N C 0 jE N o q v) u 2 O N 1 v3 h cZ�N IRS • • • • • • • • • • • \\i11111111ff// 0 PRODUCT REVISED as complying with the Florida • • • • • • •F� 5go•p • • N • • _ _ ' Building Code 17-1226.05 LL - 592 - = NOn-No. .' Expiration Date 0 OSl2023 By • • • • • • • • • • • • • • •TA OF !y o • • • • �� �%�� drawing no. W Mla ad roduct Control �.�• * D*4 DE:41LS • • • • • • • •/ts"" ////s�Q�llLi� \\ `3—� • • • i : : sheet 7 of 13 ••• • • • • ••• • (, S TYPICAL ANCHORS U u VATIONS EVATIONS ELE !If o ..-EDOE'DIST.` n _ FOR SPACING .. 16 Y2 25 O MATING JAMB FASTENERS �1! I 1O . C r. CONCRETE ' .CONCRETE.. 1 24 2 FOR LOCATIDNS 2 5 45 SEE DOOR JAMB SPACING ON SHE 2 k 3 a Q N 44 o Y g— Q W 0 U q? IV I'I O CNDgA M 00.a H PRODUCT REVISED H o N �i2 7 33 47 t4 42 as complying with the Florida Budding Code Q G'. 6 EXTERIOR NOA-No. 17-1226.05 (y z N = o O S C+ 44 Expiration Date 08/08/2023 Q w m 2 IW- I LEAF WIDTH D.L. OPG. BY— Miam redact Control O DOOR FRAME WIDTH SIDEUTE WIDTH U m 42- MAX. SINGLE (X) J C rt 81-1/2- MAX. DOUBLE (XX) OO ti I Ld p = ij 0 Q+i 1/2 MAX LOAD BEARING, • SHIM '. � �'� J'•_ MATING IONSASTENERS I CONCIiEfE 4 75 3 5 2 45 FOR OG SEE DOOR JAMB SPACING 3"�j m C Z li n W OR f. ON SHEETS 2 k 3 zF in MASONRY a u - M C) i 'I • • 41 46 -_ Q tpj 39 CO o € zo T 34 35 36 7 13 EXTERIOR E n D.L. OPG. LEAF WIDTH o b TYPICAL ANCHORS SIDELTTE WIDTH DOOR FRAME WIDTH c w o f 4' LONG 42' MAX. SINGLE (X) 3 SEE ELEV. 81-1/2' MAX. DOUBLE (XX) - o $ $ FOR SPACING FRAME WIDTH v a c W O 70 3 •3.•• ••• BNT EFORP MMAATNG • • • • • • • • • '•• • • • • • • • • • • • 1\1111111" `���11 O � 1, �� •'••• n .- •l j q • • • • • • • • '�•• OE='/dF 81 F�81'5 �OIE • — �; ei 7062 :'CONCRETE, .. c < \ TYPICAL ANCHORS NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS T� •3/8" • • ' , • • • • • • .. �7 E OF � (yam: ••' • • • ` drawing no. EDGE DIST. `SEE ELEVATIONS FOR SPACING SIDEI E•DE!.ATLS • • • • • • • • • • % TOP.•' G`� • '�/g AL16, W13-01 sheet 8 of13 • • • • • A//l/ll1111�1� ••• • • • • ••• • • ••••• • • • • • • ••• • • • • •• •• ITEM PART No. QUANTTI•Y DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REQD. FRAME HEAD & SILL 6063-T6 KEYMARK / SAPA 2 AL-190 AS REQD. FRAME JAMB 6063-T6 KEYMARK / SAPA 3 AL-196 AS REQD. SIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS REQD. FREE STANDING SIDELRE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REQD. MATING SIDELIIE JAMB 6063-T6 KEYMARK / SAPA 6 1 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS REQD. PANEL VERTICAL STILE 5063-T6 KEYMARK / SAPA 8 AL-199 AS REQD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-1`5 KEYMARK / SAPA 10 AL-192 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL-121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 AS REQD. GLAZING BEAD (1.000" INSUL-LAM.) 6063-T5 KEYMARK / SAPA 13 AL-200 AS REQD. SHEAR PLATE 6063-76 KEYMARK / SAPA 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6053-T5 KEYMARK / SAPA 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HO-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION I BRASS BALDWIN 20 HO-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REGO. DEADBOLT (THUMSTURN), AT ACTIVE PANEL 22 41D TOR605 AS REQD. LEVER LATCH LOCK. AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 1OR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 26 HD-34-10118 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 26 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S. STEEL - 28A 2 /PLATE 10 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HO-538 AS REQD. DEADBOLT STRIKE PLATE S.STEEL - 29q 2 /PLATE I #a X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HO-53EN AS REQD. I LATCH LOCK STRIKE PLATE SHIM NYLON CGI ' 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY S_ STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-iDB 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD-ARBOO-US32D 4 /LEAF 4-1/2" x 4' HINGE BRASS HAGER 36 HD-AB80G-US 4 /LEAF 4-1/2" x 4' HINGE S. STEEL HAGER 37 03/8"-16 ROD 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQD. .187' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REDD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS REQD. FOAM -TOE CLOSED CELL FOAM COMPRESSION SEAL. - AMESBURY 43 HD -CUP ANGLE 2 /EACH P x 2 x 1/4" CUP MOLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - PROI 45 - SEE ELEV. /14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEEL - Buiidll 46 B/HINGE , 4/CUP /12-24 x 1/2" PHP. FH_ UC. THREAD FORMING S. STEEL - NOA4 47 _ 2/EACH f6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expira 48 - 1/EACH #10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - 49 03/8"-16 NUT 4 /LEAF 03/8'-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - MY 50 - 2 /FLUSHBOLT 88-32 x 1/2' PHP. PH_ MS. (FLUSHBOLT ASSEMBLY) S. STEEL - 51 HO-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL). SECURED W/ j6 x 1/2' PHP. PH. SMS. ALUMINUM SCREEN TECH 52 HD-34-10003 1 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - 53 2/ LATE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A DUMMY . --____�, Z n n 0 ACTIVE LEAF INACTIVE LEAF � "+ U 6 00t0NV �(uI Ldi IMry It O ! u O � 31 2 1'--JY f' C o OPERATION Of DEADBOLT 'T' Q o. O 0 (WITH KEY FROM THE EXTERIOR OR THUMBNRN EXTERIOR I I __-__ W.1 Q AT E ¢ FROM THE INTERIOR) -�--- 1 IT 140 $ ry ACTIVATES THE THREE-POINT L-----__� J Q W z LL n LOCK MECHANISM ------- LL 2 v) r REGARDLESS OF LOCK SET ,J7J U, 02 J OPTION INSTALLED. SECTION AT DEADBOLT LOCK V W ON1 < 9 SECTION AT LEVER LATCH LOCK SEALANTS: N C N n m ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. •� mom UC�'REYi6icD• • • • • •• 11L1nurr g:odewith the Fitid: • • • • • `V�YYY1 AAAi7� n • • :;:Be:- • ' • Y.• �? NSF � - Taw/ate A to 7 �r A•1e • - n 401 J ZUID No. Ofi92 = e k Dad roduct Control- , o • • • • • • • • • ,�lA�� drOwing o na. • • • • • • • • • • • AAIrr�I11LL11YV sheet 9 of 13 ••• • • • • ••• • P 10.24 . 2-1! PHP. PH. 55. 1. 0.450'(OD)• NYLON WA Hei 0.2m pot +. 5. 5TWL SM 0.45P 40D) r NYLON WASHn TOP HE! NOD 1 COMM Nm (L-5TIL£ HT: • WYLON 511E & K 03.SDO' 5, —M DOROM HE W/ COUPUIY IILNGTH_3, UNLOCKED POSMON 1* Co. PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-1226.05 F-Plration Data 08/08/2023 By M e Product Control • • • • • : : • • • • • • ltlllllll" • • • • • p•�p••� • •VIC 2*• • ��''Fstsf b • • -�No. 7 •• ••• • ••• • AT F.(y� drowing9 no. • • • Olt�. • • • • • • . //11111111�Y` sheet 10 of 13 ••• • • • • ••• • ku H Lix 00 LLJ PRODUCT REVISED a3 compl= with the Florida By 05 NOTE: FLWOLT AT INACTIVE STILE AH MW too cr UNLOCKED POSITION LOCKED POSITION J_I 3.825— 125 .750 1.590 100 01 DOOR FRAME HEAD/SILL .062 � 5 L 1.587 O FRAME COVER �1.587 1.625 062 1 la SILL COVER .465 075 1.06} O SIDELITE TOP & BOTTOM FRAME 1S SIDELITE JAMB COVER .326 1-- 135 070 .805 2a5 I .625 1.6221 �1.06.0 O 1a ASTRAGAL ADAPTER SHEAR BLOCK III 1.810 -'{I 120 � u .080 500 125 .120--4ce 2.368 --1 1.225 1— DOOR FRAME JAMB O SIDELITE FRAME JAMB O TOP & BOTTOM RAIL 5.500 080 1.828 1.440 4.495 O HINGE & LOCK STILE 13 SHEAR BLOCK PLATE O SIDELITE MATING JAMB c.125 .500 L4.000--1 PRODUCT REVISED 16 SADDLE THRESHOLD aS com lyin with the Florida Building Code p-.675 NDA-No. 17-1226.05 Expiration Data 08/08/2023 By .995— .050 Man -Da roduct Control a ••• • • • • • of 1.184 • • f • • • • ♦ • 11 • • • • • • • i • \\\\\111 I11 /�1It, GLASS ST-O�IPf�-(LAM. GLASS) • i it+•6 M}B • I�� O4/(y 7i�� "+ II .120 •• ••• •• • • • ••• �Q VD _ N 92 _ n .052 • • • • • • • • • • i • • i 'moo .'•.• a of [ydrawing no. 12 1.184 I� • • • • • • f • • • • �O OP: \�� GLASS STOP (INSUL. LAM. GLASS) • • • • • • • ��7®���1\�\\��` sheet 12 of 13 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 44 ASSEMBLY FASTENERS TO BE INSTALLED GRInR Tn MININP MAnNr. JAMRC TOLE DOOR FRAME TOP & BOTTOM CORNER — ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS i SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Fiorlda -'" u B � A e '" Bullding Code E E 11 Noo,-No. 17-1226.05 ^ 2 1 0 g FFxpiration Date 08/08/2023 By_ Nlia i-O ro uct Contra c en o a r, m •• ••• • • • • • •• •• mauo W •i ••• • • ```,iTUTulth�''' 00 EN. Ii.70592 - •• ••• : b 5 • ••• • • -t p[ •�W ^ ff OF : drawing no. • ��'r, • • • • • • i • sheet 13 of 13 • �®7VALIN ����� ••• • • • • ••• • • ••• • • • ••• • •