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CC-19-2926Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 9999 NE 2ND AVE, Miami Shores, FL 33138 Contacts Issue Date: 02/19/2020 Parcel Number 1132060134490 Permit NO.: CC-12-19-2926 Permit Type: Building (Commercial) Work Classification: Alteration Permit Status: Approved Expiration: 08/17/2020 AHE REALTY ASSOC LLC Owner 9999 NE 2 AVE, MIAMI SHORES, FL 33138 Business: 3057567747 juliomartinez@shoreviewcenter.com DURCON CONSTRUCTION LLC Contractor JOSE RODRIGUEZ 2951 NW 151 TER, MIAMI GARDENS, FL 33054 Business: 9549189964 r-jose@comcast.net Description: REPLACEMENT EXISTING WINDOW & NEW STORM Valuation: $ 27,850.00 Inspection Requests: FROM WINDOWS AND INSTALLATION AND REPAIR EXTERIOR 1305-762-4949 WALLS Total Sq Feet: 750.00 Fees Amount Application Fee - Other $50.00 CCF $16.80 Commercial Application Fee $200.00 DBPR Fee $12.53 DCA Fee $8.36 Education Surcharge $5.60 Permit Fee $585.50 Planning and Zoning Review Fee $35.00 Scanning Fee $15.00 Structural Review ($90) $90.00 Technology Fee $20.89 Total: $1,039.68 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,039.68 Credit Card 12/11/2019 $50.00 Credit Card 02/19/2020 $989.68 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 thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authoriz7th ove named contractor to do the work stated. Authorized Signature: Owner / Applicant / ntractor / Agent Date/ February 19, 2020 Page 2 of 2 Miami Shores Village tBY: V1 0�� Building Department 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Oil f20 G BUILDING Master Permit No. lJ`� 1Z' ! PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9999 NE 2ND AVENUE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-4490 Is the Building Historically Designated: Yes NO X Occupancy Type: OFC.BLDG Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): AHE REALTY ASSOC LLC. DBA SHOREVIEW CENTER Phone#: (305) 756-7747 Address. 9999 NE 2ND AVENUE SUITE 305 City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: JULIOMARTINEZ@SHOREVIEWCENTER.COM CONTRACTOR: Company Name: DURCON CONSTRUCTION, LLC address: 2951 NW 151 TERRACE City: MIAMI GARDENS State: FL Qualifier Name: JOSE A. RODRIGUEZ State Certification or Registration #: CGC 1507215 DESIGNER: Architect/Engineer: Phone#: (954)918-9964 _Zip: 33054 e#: (954) 918-9964 Certificate of Competency #: e#: Address: City: State: Zip: c� Value of Work for this Permit: Square/Linear Footage of Work: X Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of work: REPLACEMENT EXISTING WINDOWA & NEW STORM FROM WINDOWS AND INSTALLATION AND REPAIR EXTERIOR WALLS. Specify color of color thru tile: Submittal Fee $ I Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ pp TOTAL FEE NOW DUE $ �U (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 t attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro veyond R reinspection fee will be charged. Signatu or AGENT The foregoing instrurflp before me this 11 day of DEOEMYER 120 19 by JULIO MARTINEZ , who is personally known to me or who has produced PERSONALLY KNOW as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: KELLY E. GALE Seal: ; € ' : Commission 8 GG 137334 Ex pins November 21, 2021 • .• •�' •: r 385.7019 809. "'•; oF�4• BOnd�d7lYYTroYf7inkrouerice APPROVED BY Signature CONTRACTOR The for /oingJnstrument was acknowledged before me this 10 day of DECEMBER 20 2019 by JOSE RODRIGUEZ , who is personally known to me or who has produced R362-421-57-422-0 as identification and who did take an oath. NOTARY PUBLIC: /) Sign/ Print: ARIA GROSSO �I'm ;?& MARIAT. GROSSO Seal: Commission # OG 344256 A Expires� 2,2023 Bud" une 1Nohry or f�oP�r bonded Thru $WCe$ 0Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 .. �., off. aOFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-4490 Property Address: 9999 NE 2 AVE Miami Shores, FL 33138-2352 Owner AHE REALTY ASSOC LLC Mailing Address 49 LAWRENCE AVE LAWRENCE, NY 11559 USA PA Primary Zone 6400 COMMERCIAL - CENTRAL Primary Land Use 1713 OFFICE BUILDING - ONE STORY: OFFICE BUILDING Beds I Baths I Half 0/ 0/ 0 Floors 3 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 47,771 Sq.Ft Lot Size 31,850 Sq.Ft Year Built 1965 Assessment Information Year 2019 2018 2017 Land Value $828,100 $828,100 $828,100 Building Value $2,346,900 $2,131,900 $1,971,900 XF Value $0 $0 $0 Market Value $3,175,000 $2,960,000 $2,800,000 Assessed Value 1 $3,175,000 $1,531,391 $1,392,174 Benefits Information Benefit Type 2019 2018 2017 Non -Homestead Assessment $1,428,609 $1,407,826 Cap Reduction Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 5341 &65342 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 THRU 14 INC BLK 33 LOT SIZE 245.000 X 130 OR 15864-4092 0393 2 (2) Generated On : 12/11/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value $3,175,000 $1,531,391 $1,392,174 School Board Exemption Value $0 $0 $0 Taxable Value $3,175,000 $2,960,000 $2,800,000 city Exemption Value $0 $0 $0 Taxable Value $3,175,000 $1,531,391 $1,392,174 Regional Exemption Value $0 $0 $0 Taxable Value $3,1175,00Or $1,531,391 $1,392,174 Sales Information P OR Book - Price Qualification Description Sale Pa a Page 31263- Corrective, tax or QCD; min 11/30/2018 $100 2453 consideration --+--- I 23360- Sales which are disqualified as a result 05/01/2005 $0 4133 of examination of the deed 00000- Sales which are disqualified as a result 03/01/1993 $0 00000 of examination of the deed 15864- 03/01/1993 Deeds that include more than one parcel 1$600,000 4092 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 hftp://www.miamidade.gov/info/disclaimer.asp Version https://www8.miamidade.gov/Apps/PA/propertysearch/ 12/ 11 /2019 2019 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L08000050150 Entity Name: AHE REALTY ASSOC LLC Current Principal Place of Business: 9999 NE 2ND AVENUE MIAMI SHORES, FL 33138 Current Mailing Address: 49 LAWRENCE AVENUE LAWRENCE, NY 11559 FEI Number: 26-2651960 Name and Address of Current Registered Agent: MARC BIRNBAUM, P.A. 1041 IVES DAIRY ROAD, #238 MIAMI, FL 33179 US FILED Jan 28, 2019 Secretary of State 1519899301 CC Certificate of Status Desired: Yes The above named entity submits this statement for the purpose of changing its registered office or registet'od agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGRM Name EDELMAN, ALEX H Address 49 LAWRENCE AVENUE City -State -Zip: LAWRENCE NY 11559 hereby certify (hat the informaion trndu:ated on (his report or supplemental report , true and rrccurale and that my e,lec(r'ornc gnature shall hove Ili, same legal etfeet as if rnarde under oath; that I am a managing niernbero. managerof the lirmted fi"MWy pany or the receiver or trustee empowered to u—, Wo this repot as requucd by Chapter 6051-lorida Statutes and That rrry name appears aboir, ,, on an attachn-i—I with all other like empowered. SIGNATURE: ALEX EDELMAN OFFICER 01/28/2019 Electronic Signature of Signing Authorized Person(s) Detail Date 1\\11A11i , Y ;111 W, %11 VM1 ")H( 0111 M( �11 the owic; )i AiW kchAssociates, I I (" D'B'A 1,ildkhnL! locaic(l,a ()99(� N I-- -?"`A\,, %11tnw I I PlIs!cn"I i:, 111"Jnl low;om� voll til,it Its 11w11(-It% MallaLycof sh()I('VIcw ti�Ilc (,ir trmislcr Of omw—\11ir )N, iier ofA11F Realty Associates, LLC. DBA Shore%icv-, (;enter I V111 PTORIDA lll't:lIIIX!It WIN dcN�w-�iIcdgcd hclolc 111 ('11 till, HC knokk'll to Inc IAAHIA 1. Gi-K)SSO 23$�' Mw 17 2'Dl'� PA I CONSTRUCTION, LLC General Contractor CGC # 1507215 December 9, 2019 COMMERCIAL PROPOSAL TO: AHE REALTY ASSOC. LLC REF: STAIR TOWERS ENCLOSURE 9999 NE 2nd AVE MIAMI SHORE, FLORIDA 33138 We greatly appreciate the opportunity to submit a proposal to provide construction services to the property located at 9999 NE 2nd Ave. Miami Shore, Florida 33138. The attached proposal summarizes the costs associated with this project; it also clearly defines our responsibilities with respect to this job. Construction Cost. (see Exhibit B Option B)........................................... $ 27,8.50.00 e GENERAL NOTES: Durcon Construction responsibilities will be as follows: ❖ All subcontractors will use proper safety attire and adhere to any safety rules and regulations for a construction site. ❖ All materials in use during construction will be kept in an orderly manner. I hope that this proposal meets your approval. I thank you for allowing us to submit our bid on this project. If you have any questions, please do not hesitate to contact Jose Rodriguez-4 Durcon Construction LLC/ General Contractor at (954) 918-9964 295:1 NW 151 Terrance Miami Garden, Florida 33054 PHONE: (954) 918-9964 EMAIL: info@durcon.net WEB: www.durcon.net I i I I : i ky"to- _-, o, i CONSTRUCTION, LLC General Contractor CGC # 1507215 EXHIBIT our I lufm B ITEMS DESCPoPTION QTY UNIT COST TOTAL 1.00 GENERAL CONDITION (SCISSOR LIFT / TRASH CONTAINER/PROTECTION) 2 LS $ 3.200.60 $ 3,200.00 2.00 EM DOLITION 2 LS $ 1,600.00 $ 1,600 00 3.00 STRUCTURAL (FRAMING / PLYWOOD / WATER PROTECTION) 2 LS $ 3.950.00 $ 3,950.00 4.00 1MRE LATCH/ STUCCO _ 2 LS $ 2,500.00 $ 2500 00 5.00 PAINTING 2 LS $ 1,25000 $ 1 25000 CONSTRUCTION COST $ 12.500.00 OVER HEAD / PROFIT (ap 18 % 2 $ 2,250.00 $ 2,250.00 6.00 WACT STORE FRONT/ WINDOW INSTALATION (OPTION A) 2 LS $11,900 00 $ 1 L900 00 700 1MNDOW SUB CONTRCTOR CORDINATION & SUPERVISION $ 1.200 00 8.00 PERMIT FEE ESTIMATE @ 3% OF THE COST (TO BE PAID BY OWNER) $ TOTAL CONSTRUCTION COST $ 27,850.00 EXCLUSIONS: A- Engineering, Pen -nit Fee, contractor to paid for and full reimburse by owner. B- Impact fee PAYMENT SHEDULES: • 30 % upon signing of contract to submit permit application and window deposit. • 40% upon permit from the city to start all work. • 20 % upon demolition / framingb and window install. • 10 % upon all work complete. � 2951 NW 151 Terrance Miami Garden, Florida 33054 PHONE: (954) 918-9964 EMAIL: info@durcon.net WEB: www.durcon.net i CONSTRUCTION, LLC General Contractor CGC # 1507215 SPECIAL NOTES: All materials guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the original estimate. All agreements are contingent upon strikes. accidents, or delays beyond our control. Owner is to carry fire, tornado, and other necessary insurance. Price is subject to change if there, is an industry -wide price increase. This proposal may be withdrawn by us if not accepted �Ithin tekc2 (30) days. SUBMITTED BY: ACC PiED BY:/ Jose A. Rodriguez '''�"�� Durcon Construction, LL(". Jose A. Rodriguez) Gen al Contractor SIGNATURE: DATE: 12/09/2019 l wr SIGNATURE: qq � DATE: 1---- +ll- 2951 NW 151 Terrance Miami Garden, Florida 33054 PHONE: (954) 918-9964 EMAIL: info@durcon.net WEB: www.durcon.net MIAMI•DADE IMIAMI-DADS C)IIN ry PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Strect, Room 208 HOARD AND CODE ADMINISTRATION'DIVISION , T (186) 315-2590 F �786) 315-2599 NOTWE OF ACCEPTANCE (NOA) _'_ ��«w.rn►amidadc.2o.!ccnnnmV CGI Windows and Doors, Inc. 101.00 NW 25'4 Street Miami, FL 331.72 SCOPE: This NOA is being issued under the applicable ntles and re-ulations governing_ the use of constru:uctiori materials. The documentation submitted has been reviewed and accepted by Miami -Dade County R.F;R - Product Control Section to be used in Miami Dade County and other areas where allowed h% the Authority Flavin -Jurisdiction (AHJ). This NOA shall riot be valid after the expiration date stated below. The Miami -Dade Counts' Produuct Control Section (In Miami Dadc County) and/or the AHJ (in areas other than Miami Dade Co ril o) rescr�t'!), ght: to have this product or material tested for quality assurance purposes. if this product or•niatcV�,1l fails to •• perform in the accepted manner, the manufacturer will incur the expense of such tc1fi15:63nd tht AWmay • • • •: • immediately revoke, modify, or suspend the use of such product or material within ilieir jiirisdictiotl. RE[Z • • reserves the rill it to revoke this acceptance, if it is determined by Miami -Dade C�;t;u�i.�• Prod0uet �.�ntrol' • • • • Y • Section that this product or material fails to rtleet the requiremr nts of the applicable h;i�hljq code, �• • • Phis product is approved as described herein, and has been designed to crnnply with rJx 1 lorit�'! ISUTlding • Code, including the High Velocity Hurricane "Lune. ""'• DESCRD'TION: Series "SS-3500" Aluminum Storefront System — L.M.I. • • • •. ' • •"' APPROVAL: DOCUMENT: Drawing No. W 17-52, titled "SS-3500 Aluminum Syc. (>rJ�1.1.}",; • ° • •; sheets I through 5. 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporattt�>~,•signed and sealed by Ja.vad Ahmad, P.F,., 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. MISSILI, IMPACT RATING: Large and Small Missile Impact Resistant. LA1WLI SG: F;ach 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. REN.F.WA.L 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. TER_MINATI.ON 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. ADvF,,RTISFMENT: The NOA number preceded by the words Miami -Dade County, Florida, and f011ow'ed by the expiration date may be displayed in advertising, literature. It' any portion of the NOA is displayed, then it shall he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the ntanulacturer or its distributors and shall bc. available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0505.04 and consists of this page l and evidence pages F-1, I -? and I3-3, as well as approval document mentioned above. The submitted documentation was reviewed by Marine] Perez, P.E. _-u ;' NOA 'No. 17-1114.02 MIAMIDADECOUNTY i > xpiration Date: .tanuary 17, 2023 r t Approval Date: December 28, 2017 j Page I i CGI Windows and Doors, Inc. NOTICF, OF ACCEPTANCE: EVIDENCE, SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under iW)A No. 12-1005.01) 2. Drawing No. MD-3500-2-LM, titled "Storeti•ont Window System Details - I,M", sheets 1 through 16 of 16, dated 03/23 16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.F. B. 'FESTS 1. hest reports on: I) Air Infiltration Test, per FBC, TAS 202-94 . ...... 2) Uniform Static Air Pressure Test, Loading per•FIW-.�TAS•2(.)2-94 3) Water Resistance "Kest, per FBC, TAS 202-94...... ....:. 4) harge Missile Impact Test per FBC. TAS 201.94:•• ...... 5) Cyclic Wind Pressure Loading per FBC, TAS.2(?3'(j4 • 6) Fc,rccd F;iitry 'Kest, per AAMA 1304-02, F13C:,�lf 3.2.1 o and ..:..' TAS 202-94 ••'••' :••••• along'vith marked -up drawings and installation diagram of a jar;F nt systom with French door and transom, prepared by Fenestration "Nesting r,aborAtory.: ] vG. ' Kest• • • • • • Report No. I+ FL-7137, dated 12/10/12, signed and sealed by I`Iartip•l i Bri rson,�P.E. (.Submitted under NO<1 1A'o. 12-1005.01) ' 2. Test reports on: 1) Uniform Static sAir Pressure Test, Loading per FBC, TAS 2O2-94 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 A.AMA 1304-02, FBC 2411.3.2.1 and 'f AS 202-94 along with marked -up drawings and installation diagram of a storefront system'with French door and transom, prepared by Fenestration Testing Laboratory, Inc.. Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin I). Brinson, P.I _ (Suhmitted under ;N'OA Nn. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Sr" Edition (2014). dated 06!05/15 and 051`02/16, prepared by manufacturer, swned and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUAL,ITY ASSURANCE. 1. Miami -Dade Department of Regulatory and Economic Resources (RI,R). Manuel pe -e5; T, Product ControlTariner NOA No. 474114.02 Expiration Date: .January 17, 2023 Approval Date: December 24, 2017 r-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: F,VIDENCE SUBMITTFJ) F:. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry(Glas(3 (Clear and White) Glass Interlavers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "llutacit&) PVB Glass Interlayer" dated 04/25,'15, expiring on 12-'11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-_"' Edition (2014), dated May 2. 2016, issued by manufacturer, signed and scaled by Anthony I,vnn Millcrg-Y F* 2. Statement Ietter of no financial interest, dated May 2, 2016. is4ie0-1-l.v matlufacturer,••••;• signed and sealed by Anthony Lynn MlHer, P.1'. •••••• . •.••�. 3. Laboratory compliance letter for Test Reports No. FTL-71.37t•4!k0 12/10' l_2 and. • FTL-7208, dated 01/04/13. issued by Fenestration Testing I,.,t(_?mt%tory.;1,;�-;•both'"": signed and sealed by Marlin D. Brinson, P.E. • • • .. .. . ...... G. OTHERS -ago** • 1. Notice ol'Acceptance No. 15-0612.08, issued to POT Industries,:Inc'. Mr their S ries � • "SS-3500" Aluminum Storefront System - L.M.I. approved on 0Y/3Q415 an expiring . on 01 / 17/18. • 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. I)ra%ving No W 17-52, titled "SS-3500 ,Aluminum Storefront Sys. (t,.M.L)'', sheets 1. through 5, 5.1, 6 and 7 through 15 of 15, dated 05.23/17, prepared by AkFaroocl Corporation, signed and sealed by Javad Ahmad, II.V. B. TESTS 1. Test reports on: 1) Air Infiltration't st, per hl3C I AS 202-94 2) Uniform Static Air Pressure Test, Loading per FB('. TAS 202-94 3) Water Resistance "rest, per FBC, TAS 202-94 4) Large Missile Impact] est per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per f,BC, TAS 203-94 6) forced l,ntry Test, per AA'\1A 1304-02, FIW 241 1.3.2.1. and .YAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing 1,aboratory, Inc.. Test Report No. FTL-17-7007, dated 05/0.5/17. signed and sealed by Idalmis Ortega, I'.I . �- —� Manuel Perez F'.E. i Product Contrpl Eva finer IYC)A of _, 3- 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E - 2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: F,VIllENCi', SC1RViI"[`TIa;I�) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, teased on current approval and Updated to comply with FBC 6°i Edition (2017), dated 07/13/17, prepared by Al- I_a'arooq Corporation, signed and sewed by Javad Ahrnad, P.E. Il. QUALITY ASSURANCE 1. Miatni-Dade Department of Regulatory and Economic Resources (RFR) E. MATERIAL CERTIFICATIONS 1. Notice. of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fot.I4L1% "Sentry(Ulas' (Clear and White) Class Interlayers'' dated 06,1%5�t5;cxpl�ing on 0 7 0 4 p r • r 111 2. Notice of Acceptance. No. 16-1117.01 issued to Kuraray Ameritft,'Iftt. for their ° YrosifoIR� Llltraclear, Clear and Color PVR Glass Interlayetv,"JIk_. d 01s1At37, expiring on 07i08'19. r F. STATEMENT~ s a • • • • • • • e 1. Statement letter of.conforinanee, complying with FBC 6th Edition �017)e, and 4ti 414- financial interest. dated July 13. 2017, issued by Al-Farooq Corporati(-.ri,•si�tied �izid s�alcd by Javad Ahtna , P.I •' • • 2. better from owner of existing NOA, dated June 30, 2017, stating that as the parent company PG I' Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc.. and requests that the current NOA issued to PGT Industries, Inc. be rescinded, signed. by A. Lynn Miller, Scnior Code Compliance I'lligincer, PG 1' Industries. Inc. 3. Testing proposal +416-1.434R. issued to CGI Windows and boors. Inc. t the Product Control Section, dated December 15. 2016, signed by Manuel Perez, P.I. G. OTHERS 1. Notice of Acceptance No. 16-0505.04. issued -to PGh Industries, Inc. for their Series "5S-3500" Aluminum Storefront System - L.M.L. approved on 06/02/16 and expiring on 0U171"18. 6U<; Marti eI YeYez,"P.F. Product Control' Fxainer NOA No. 17-1114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E - 3 WINDOW WALL SYSTEM WITH WINDOW INSERT REINFORCING AS READ. SEE SEPARATE NOA FOR WINDOW CAPACITY SEE SHEET 4 T LOWER RATING OF WINDOW OR FOR CAPACITY /-A WINDOW WALL SYSTEM WILL CONTROL. Or ! I€ II il _H I- O r E Lj III dOIUW d W I I'{ , I, W S an w fft V W Q C9 av QIW I Div ;V) Ld Q I, o D.L. OFG. WIDTH SEE SHEET 3 o o j GZ wV ty, 0 '..... x ¢Mi..i mi<Z ��A, 4 Q C) - ` MAXI 4" MAX. HEAD/SILL CORNERS I �--- MAX. MULLION SPACING DOOR MULL!ON ANCHORS l SILL SEE SHEET 4 SEE SHEETS 6 & 7 WIDTH W SEE JAMB ANCHOR ANCHORS TYPE SPACING CHART A, Al, B, 81 OR C, Cl -3OR4 AT EACH SIDE OF MULLION SEE SHEET 5 SERIES SS-3500 ALUMINUM STOREFRONT SYSTEM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 20':4 (5TI-' EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CCDE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MiUST BE DESIGNED AND INSTALLED ADECUATELY TO TRAN'S'7ER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPEC,FIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN' DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A STE 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. ANCHOR SPACING AT FRAME JAMBS n e,runo WIDTH 'W' UPTO 60" WIDTH 'W' ABOVE 60" TYPES 1/4" SHIM 3/8" SHIM 1/2" SHIM 1/4" SHIM, 3/8" SHIM 1j?." SHIM ! A. 10-3/8" - - 7-3/g" - - A.1 15-1f2" 13-1/2" - ''' 10-1/4- - 8-1/4" 11-3/16 i 9-3/4' 7-1/2" 5-3/4" B1 16" 14-344" B-1/4i 9-3/4" 771f2 55 14—:t d" .. 11 _'�/4° 1 14-1 4- �t)—1 /9° R-1%9" , INSTRUCTIONS: T USE CHARTS AS OLLOWS. STEP 1 DETERMINE DES,Gh' 14'IND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WND ZCNE USING APPLICABLE ASCE 7 STANDARD, STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACITY. STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USNG CHARTS ON SHEET 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ,ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 u THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT, WINDOW OR LOUVER WILL APPLY. I �\ �j 8�J z 3 � I M n Z� r ` f--�— jjIQ Nil d O C, Lot) o i 0 yLu j D.L. OPG. WIDTH W W j SEE SHEET 3 I I 0 gym � Lu .r�, Q I fl Mo a� � I c mod 01 � ceq} N II N 0 lr z o� I =jM N m QQIV�O 2fW �� ZMQ _j mallt�m —' ma's �` uu 0)' (7 Oil J v w i. i -� ••a'. h 'I •••.'T � low I�• s�r r_ ••••* • j • •� i �j;} M , I __ •. �` b L Lf)�..�.. X m I • •! � • 0 w ,. { Q LiJ 7C • •p4LL OU C •• • •C • --! �� a z•�•• H rn u4 N� M, ¢,. O?? 4" MAX ! 1 .3° MAX_ ja Z HEAD/SILL HEAD I M Q o CORNERS SILL C J icn'IC.�o -ri --�- .-- r if DAYLITE OPENINGS SINGLE '0' PANEL: i;p a I I Fc DLO WIDTH FRAME WIDTH - 5.50" DLO HEIGHT FRAME HEIGHT - 5.50" THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMrAC-. SHUTTERS ARE NOT REQUIRED. - ry 9 M.0 LM _ r�)duct Co =11 ri': A" M j I, a !ILL 0 C crowing no. f W17-52 0 sheet 1 oT15; �1/4" ANN. GLASS SILICONE .090" Interlayer DOW CORNING 995 —SentryGlas DOW CORNING 9B3-1 By 'Kuraray America, Inc.' DOW CORNING 791 GE 7700 71/4" ANN. CLASS i GLASS TYPE 'A' ,-1/4- ANN. GLASS .090" Interlayer SentryGics By 'Kuroroy America, Inc.' —1/4" ANN. GLASS SILICONE DOW CORNING 995 7/16" AIR SPACE DOW CORNING 983— DOW CORNING 79' —?; 4" TEMP. GLASS GE 7700 I w z r m � / 1 P s i 1/4" HEAT STREN'D GLASS SILICONE .090" Interloyer DOW CORNING 995 — Trosifol PVB DOW CORNING 983-) 1+ l By 'kuroray America, Inc.' DOW CORNING 791 `1 GE 7700 1/4" HEAT STREN'D GLASS w i z �- m 0 1/4" HEAT STREN'D GLASS SILICONE .090" Interlayer DOW CORNING 995 SentryGlcs DOW CORNING 983—, ! By 'Kuroroy America, Inc.' DOW CORNING 791 GE 7700 —1/4" HEAT STREN'D GLASS LLJ z �jLr L/L- �'Fr. 7 W LJ X � 8 I w �� / � w .� GLASS TYPE '13' — 1/4" HEAT STREN'D GLASS 090" Interloyer — Trosifol PVB By 'kuroray Americo, Irc,' --1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 995 —7/16" AIR SPACE DOW CORNING 98.3 DOW CORNING 791 —1/4" TEMP. GLASS GE 7700 s j� , XL EDGE SPACFR t j }JZf�r ST. STEEL BY 'CARDINAL' OR DURASEAL EY 'QUANEX' SUPER SPACER NXT 3" 'Q AN - -- CR KOD'ScACE 4SG T--S BY 'K0IM.ERL!NG' GLASS TYPE 'D' GLkS.S TYPE `T' GLAZING OPTIONS GLASS_ TYPE 'C' --1/4" HEAT STREN'D GLASS .090" Interloyer - SentryGlos By 'Kuraray Americo, Inc.' —1/4- HEAT STREN'D GLASS SILICONE DOW CORNING 995 F,IF. SPACE DOW CORNING 983 DOW CORNING 791 —1/4" TEMP. GLASS GE 7700 w , z C m li�j I Jim z ml�l ;W Q N O_ I oo` °ill LU M I: W Q 0 F w Ct�N� � j Q Lj rH Ct O '— M o Q doo Q V)tf)° W 1 CCZ- N W LL u, iWZN-� v I .1 (D � ! ZM U3wl • � w 0� � • 031 .. .. .o II L. .M.l ` O ...... • • • w fl W .� ID w •x. d •cl, `1 Ln C) p (n Q J I � XI- EDGE SPACER XL EDGE SPACER C I p ST. STEEL EY 'CARDINAL' kl ST. S"EEL BY 'CA.RD'NAL' a OR rP OR DUPASEAL HY 'QUANEX' DURASEAL BY 'OUANEX' M� OR u - ORS SJPER SPACER 'JXT E" `CUANEX' SUPER cu^CcR. NX1 HY OR - — OR T Io KODISFACE 4SG TPS. KODISPACE 4SG TPS- Ev 'KOMVEF-I%G' EY `K04111ERLING' c, v G.L_VSS 'TYPE 't" .2 a o'o 17-Itl�c - o drowino� ro. (sheet .2 of 15 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES V & 'E' GLASS TYPES A' & 'D' GLASS TYPES C' & D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 33-1 /4" 35" 45-1 /4" 47" 51-1 /4" 57-1 /4" 69-1 /4" 54-1/2° 70.0 80.0 80.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 70.0 80.0 90.0 120.0 80.0 80.0 90.0 120.0 67.5 77.2 77.2 - -77.2 86.8 80.0 115.8 106.7 62.2 71-1 71.1 71.1 64.0 64.0 56.0 64.0 72.0 96.0 56.0 64.0 64.0 64-0 72.0 96.0 33-1 /4" 35" 45-1/4" 47" 51 -1 /4" 57-1 / 4" 69-1/4 66- 1 /2" 70.0 80.0 80.0 80.0 90.0 90.0 120.0 120.0 70.0 80.0 80 0 80.0 70.0 80.0 67.15 77.2 62.2 71.1 80.0 �� 80.0 90 0 � 120.0 77.2 77.2 86 8 1 15.8 71.1 71.1 80.0 72.0 106.7 96.0 56.0 64.0 63.9 63.9 - - - - 60.0 80.0 33-1/4" 35" 45-1 /4" 47" 5 l -1 /4" 57-1/4` 69-1 /4" i 78-1/2" 70.0 80.0 80.0 80.0 90.0 -; 90.0 120.0 -- 120.0 70.0 1 80.0 80.0 80.0 70.0 80.0 67.5 77.2 80.0 i 80.0 90.0 120.0 77.2 77.2 90.0 115.8 62_2 - 71.1 - 71,1 ! 71.1 90.0 90.0 100.0 100.0 - - - - - 75.0 83.3 33-1 /4° 35" 45-1 /4" 47" 51-1/4" 57-1 /4" j 90-1/2" 1 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 - 80.0 80.0 90.0 90.0 120.0 115.8 - - - - - +- - 90.0 106.7 - - - - 90.0 100.0 75.0 83.3 3 -1 /4" 35" 45- 1 /4" 47" 57-1 /4" 102-1/2' - 90.0 120.0 - - - _ - - 90.0 90.0 - 90.0 120.0 120.0 - 115.8 - - - - - - - - - 90.0 90-0 100.0 100.11, - - 33-1/4" 45-1 /4" -1/4" - - - - 90.0 90.0 90.0 120.0 120.0 120.0 - - - - 90.c 90.0 100.0 G0.0 { 33- 1 /4,. 35` 45-1/4' 7" -1/4' 57- 1/4" 126- 1/2' - i - - 9C 90.0 90.0 9 0. 0 120.0 120.0 a0.0 00.0 - - - - - - - - --- - - - - - _ --_ - - - -90.0 82.9 10C. 92.1 - - 33- 1 /4" 35" 138-1/2" - - - - 90.0 90.0 uC.0 9G.0 120.0 1211M, 10111.0 100.0 - - - - - - - - WA r, I n w� o! i O it I 'I z D.L.O. WIDTH �I i I �E I�u NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). m 'Z : Z N;Q oou Q '1 N W N V = a M 0'1 Qaoaal aq a etiE V) V) 0 1 It N 1 to Z J LdNLL O i, LL z�g ^� J z In w W. C) m �r �� •ski• J•h�r•;*.y u; � 00 �I -row •cn F- • 3 Q -0 c o C Z LQ _ CD v ccn () - Q i� u �I o n e> �� / = C. drawing no. W 17-52 sheet 3 of15; GLASS i• • • MULLION DESIGN LOAD CAPACITY - PSF NOMINAL. DIMS. MULLION 'M1' MULLION 'M2' MULLION 'M3' WIDTH (W) IIFRAME HEIGHT EXT.(+) INT.(-) EXT.(+):INT.(-) EXT.(+) INT.(-) 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 60" 90.0 90.0 90.0 120.0 90,0 90.0 , 90.0 90.0 120.0 120.0 120,0 120.0 90.0 i 90.0 90.0 1 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 3i 20.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.O 90.0 120.0 120.0 120.0 90.0 j 90.0 90.0 120.0 90.0 90.0 90.0 �120.0 90.0 i 90.0 90.0 120.0 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4' 54 60" 72" 72" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 9O.0 120.0 90.0 120.0 90.0 120.0 - 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 -90.0 120.0 90.0 90.0 90.0 90.0 900 120.0 90.0 90.0 90.0 ! 120.0 120.0 120.0 90.0 120.0 82.6 { 82.6 90.0 120.0 68.8 j 65.8 1 90.0 1120.0 1 90.0 120.0 24 30" 36" 37-3/4' 48" 49-3/4" 54" 60" 72" 84" 090.0 90.0 90.0 90.0 90.0 90.0 I 90.0 00.0 120.0 120.0 90-0 90.0 + 120.0 120.0 90.0 120.0 90.0 90.0 90.0 ! 120.0 120.0 120.0 90.0 90.0 90.0 120.0 74.8 74.8 90.0 120.0 72.2 : 72.2 90.0 120.0 90.0 120.0 66.5� 66.5 59.9 59.9 90.0 ! 120.0 90.0� 90.0 90.0 120.0 120.0 120.0 90.0 120.0 49.9 49.9 90.0 102.5 24" 30" 36" 37-3/4" 45" 49-3/4" 54" 60" 72" 96" 90.0 90.0 90.0 120.0 90.0 90.0 120.0 120.0 90.0 90.0 90.0 120 0 75.4 75.4 71.9 71.9 9 0. 0 120.0 90 0 90.0 90.0 120.0 120.0 120.0 90.0 120.0 56.5 56.5 90.0 117.7 54.5 54.5 90.0 i 13.5 90.0 90 0 120.0 120.0 50.3 50.3 90,0 104.6 90.0 -- 94.1 45.2 45.2 90.0 116.3 37.7 37.7 78.5 s 78.5 90.0 97.0 24" 30" 36" 37- 3' 48/ 4 49-3/4" be 50" 72" 97-3/4" 90.0, 90.0 90.0 120.0 90.0 1120.0 87.1 87.1 90.0 120.0 90.0 120.0 90.0 120.0 90 0 9C 0 12C.0 120.0 90 0 120.0 90.0 12 0. 0 90.0 11 ' .9 90.0 93.2 72.6 72.E 90.0 120.0 69 2 69.2 ! 90 0 n 9. 0 120 0 1 1 i 3.5 54,4 54.4 52.5 52.5 - er8.4 90.0 109.5 9C.O 100.9 43.5 43.5 36.-3 36.3 90.0 90.8 75.7 75.7 24 8' " 48 /4" 54" 60" 72" 108` - - 90.0 90.0 ' 20.0 120.0 90. 120.0 - - -� ---- -- -- -__ - - 90.0 90 90.0 90C 9C n 90.0 90 0 ' 20.0 120.0 20.0 1'2 6 , 08.6 100.1 90.1 90.0 20,0 90.0 1 18.2 9C.0 93,0 89.7 89.7 82.7 82.7 - - - 74.4 74.4 62.0 62.0 75.1 75-1 MILLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'Ml' MULLION 'M2' MULLION 'M3' WIDTH (W) FRAME HEIGHT EXT,(+) INT.(-) EXT.(+), INT.(-) EXT.(+) INT.(-) 24" 30" 36" 37-3/4" 48" 120" 49-3/4" 54" 60" - - 90.0 120.0 90.0 90.0 120.0 120.0 - _ 90.0 120.0 - - 90.0 100.4 90.0 119.2 - - - 90.0 : 95.8 -75.3 90.0 113.7 89.4 89.4 - - 75.3 - - 72.7 72.7 86.3 86.3 - - 67.0 67.0 60.3 �_-60.3 79.5 79.5 - - 71.5 71.5 24" 30" 36" 37-3/4" I 48" 132" 49-3/4" 54" 59-15/16" - - 68.3 68.3 68.3 68.3 68.3 68.7 68.3 68.3 - - 68.3 68.3 - - 68.3 68.3 - j - 68.3 68.3 62.2 62.2 60,1 60.1 68_3 68.3 - - 68.3 68.3 66.7 66.7 - - - - 55.3 55.3 61.4 �61.4 55.3 55.3 - - 49.9 49.9 24" " 36 37-3/4" 44" 48" 49-3/4" - - 68.3 68.3 68.3 3 68 3 88.3 68.3 ! 68.3 68.3 i 68.3 68.3 67J 67.7 - - - 66.5 66.5 - - 52.3 52.3 53.2 53.2 - - 50.5 50.5 1 51.4 51.4 w MULLION 'D11' 3 _- Q Ix IN-4 Sx IN-3 4.3185 j 1.724 v1 T t� w O T H C J O C fy W f- z i MULLION 'N12' _ -- Ix IN-4 Sx IN-3 rALUMINUM 4.3185 1.724 STEEL 3.4782 1.465 +-- -- TOTAL 14.4-05 Ix ALUM + be ST_ X 2.9I MULLION 'M3' Ix IN-4 Sx IN-3 12.293 4.907 INTERMEDIATE - HORIZONTALS (OPTIONAL) i I w L LL C �I WIDTH (W) W1 + W2 AT FRAME MULLION 2 ,_eat S:.x t`=.• r��atf�. 1 f l V , r I,U I Ni cc l 0 F � 0) -I z N I!Q� w I �Nllal Op�p!O J N d N x w 11 a" C r LL ! I j d U y =O LLF H Qaool G.6La Q z _5 LI u- U LL O Lie z 02 al j a (D Zma -wi Llo)2 J I rn •V) •�• • •� •� O �,•OLi w co N '- o Q Z Lo 3 a o cn C J i c L O V Y drawing no. °.� W17-52 Y (sheet 4 of 15) MULLION ANCHOR I:OAD CAPACITY - PSF ANCHOR TYPE ANCHOR nTE 'A' ANCHOR TYPE 'A' ANCHOR TYPE 'C' SHIM SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM WIDTH (W) LENGTH (L) 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS EXT. (+) EXT. (+) INT - IN7. - EXT. (+) EXT. (+) INT. - INT. - EXT. (+) EXT. (+} INT. - INT. - 24" 30" 36" 37-3/4" 48' 49-3/4' 54' 60" 72" fi0" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.O 120.0 120.0 120.0 1 -- 120.0 120.0 120.0 j 120.0 - 120.0 120.0 120.0 120.0 120.0 120-0 120.0 120,0 120.0 120.O 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120_0 _ 120.0 120.0 104.0 120.0 120.0 ^ 20.0 120.0 120.E 120.0 20.0 120.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54' 60" 72" j 72' 120.0 120.0 120.0 i 20.0 i 20.0 120.0 120.0 120.0 120.0 120.0 i 20,0 120.0 120.0 120.0 120.0 120.0 i 20.0 120.0 120.0 120.0 - 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 126 00 120.0 120.0 120.0 120.0 120.0 115.6 120.0 104.0 120.O 86.7 115.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 i 120.0 118.3 120.E 120,0 I 120.0 24" 30" 36" 37-3/4' 48" 49-3/4' 54" 60" 72" 84" 1 120.0 120-0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 - 120.0 120.0 120.0 120.0 12C.0 1 1 i .4 120.0 107.5 120.0 _120_0 120.0 120.0 120.0 120.0 120.0 12C.0 120.E - 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 99-0 89.1 iI 74.3 120.0 120.0 120.0 120.0 120.0 120.0 1180 120.0 120.0 120.0 -- 99.0 101.4 120.0 1 111.7 120.0 24" 30" 36' 37-3/4" 48' 49-3/4' 54" 60" 72" 96" 120.0 120.0 120.0 20,0 i 20.0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.O i 20.0 120.0 120.0 120.0 120.0 120.0 120.0 97.5 120.0 94. i 120.0 120.0 120.0 20.0 120,0 - 120.0 - 120.0 120.0 120-0 20.0 120.0 120.0 120.0 86.7 1 , 5.6 118.3 1200. 106.5 120.0 88.8 ' 18.3 120.0 117.3 120.0 120.0 78.0 65.0 104.0 86.7 97.8 120.0 24" 3 36" 37-3/�' 481, 49-3/4" Ea" 60" 72" 108" 120.E - 120-0 115.6 120.0 120.E 120.0 120.0 12C.0 '20.0 ' 20.0 12 0. 0 120.0 - 120.0 120.0 120.0 20.0 2G.G 12G.0 120,0 120-0 120.E 120.0 110 2 20.E 86.7 115.E 83.E a 1 1.5 20.E 1 i0.0 118-3 120.0 1 4.2 120.0 120.0 115.9 -- 104.3 120.0 20.E 120.0 _ 77.0 102.7 C5.2 2C.0 -- _ 94.7 120.0 78.9 105.2 - 69.3 92.4 57.8 77.0 86.9 115.9 MULLION ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TITE 'H' ANCHOR TYPE 'C' SHIM SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" ?SAX. SHIM i WIDTH (W) LENGTH (�) 6 ANCHORS 8 ANCHORS 6 ANCHORR$ 8 ANCHORS 6 ANCHORS 8 ANCHORS EXT, (+) EXT. (+) INT. - j INT. - EXT, (+) INT. - EXT. (+) INT- - EXT. (+) INT. - EXT. (+) !NT. - 24' 30" 36' 37-3/4" 48" 120" 49 3/4" 54" 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0- --1 120.0 120.E -- 120.0 120.0 20.0 - .0 - 120.0 120.0 120.0 104.0 120.0 99.2 120.0 120.0 120.0 -1 - 120.0 120.0 78.0 104,0 106.5 120.0 117.3 120.0 75.3 100.3 102.8 120.0 113.2 120,0 69.3 92.4 62.4 83.2 _94.7 120.0 85.2 113.6 104.3 120.0 93.6 2M 24' 30" 36" 37-3/4" 48" 132" 49-3/4" ! 54" 59-15/16" 68.3 68.3 68.3 68.3 68.3 68.3 68-3 68.3 68.3 6B.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 6 .3 68.3 68.3 63.0 68,3 ----_1- 58.3 68.3 68.3 68.3 68.3 686.3 56.8 68.3 ---; 68.3 68.3 68.3 68.3 24" 30" 36' 37-3/4' 48" 144" 49-3/4" 68.3 68.3 68.3 68-3 68.3 68.3 6&3 68.3 68.3 68.3 68.3 68.3 68-3 6 8. 3 68.3 68.3 68.3 68.3 68.13 68.3 65.0 68.3 68.3 68-3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68,3 62.7 6P_,.3 68.3 68.3 SEE SHEET 9 FOR ANCHOR DESCRIPTION 0 w O J J Q V) c� [C 0 V) H- 0 S w w m z G Q C d OC L�j F- Z I U', 1 � z $ m,�I rZ 0 l; 0) J M cq z N I Q OU 0 WNW N i + O ail I G�vh ' + 0 LU V ? M o �Q aka CI ds a � it z .j W ] LL �n IL6zV) ;I 02 J�; zmQ W�4) r •••.•• v . «r) • . • LLJ J r I' >�`. p�,•••G_ 1z F- u-)- �I 0 a �zL o n nI I p I i � II I �c C C a J'. d V ANCHORS a� o R F ' � Y G U r .. d cwinc no. W 17-52 sheet 5 of 151 MULLION ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHORS 'AM' ANCHORS 1131, ANCHOR TYPES 'A I' & 'B1' ANCHOR TYPES 'Al' & 'B1' ANCHOR TYPES 'Cl' SHIN SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM 1/4" MAX. SHAM 1/2" MAX. SHIM 6 ANCHORS 6 ANCHORS 6 ANCHOR; 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 6 ANCHORS WIDTH (W) LENGTH (L) INT. - EXT. (+) INT. - EXT. (+} EXT. (+} INT. -1 INT. - EXT. (+) EXT. {+) INT. - INT. - EXT. (+} INT. (-1 EXT. (+) INT. - 24" 30" 36" 37-3/4" 48" 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 12&0 � 120.0 120.0 120.0 120.0 49-3/4" 54" " 72' 120.0 120.0 120.0 120.0 119.0 120.0 120.0 120,0 120.0 120.0 120.0 12C.0 120.0 109.7 120.0 120.0 120.0 120.0 �.,.c 120.0 1200 _98 ....7 120.0 120.0 120.0 120.0 120.0 120.0 104.4 120.0 82.2 109.7 120.0 24" 120.0 120.0 120.0 120.0 - 120.0 120.0 120.0 120.0 3o" 36" 37-3/4" 48" 72" 120.0 120.0 - 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 j 120.0 12C.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 102.8 120.0 120.0 49-3/4" 54" 60" 12 120.0 120.0 120.0 120.0 116.0 120.0 99.2 120.0 91.4 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 114.3 104.4 120.0 87.0 116.0 52.2 109.7 120.0 120.0 120.0 68.5 91.4 24" 120.0 12C.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 36" 37-3/4" j 48' 84" 49-3/4" '', 54" 60" j 72" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.0 120.0 120 0 120.0 120.0 120.0 1 11 9 120.0 88.1 1 17.5 120.0 120.0 120.0 120.0 108.0 120.0 99.5 120.0 85.0 113.4 120.0 120.0 120.0 78.3 104.4 120.0 120.0 120.0 120.0 117.6 120.0 89.5 j 119.4 70.5 94.0 120.0 106.2 98.0 114.9 74.6 99.5 56.7 78.3 24" 30" 36" 37-3/4" 48': 96" 29__3/4" 54" 60" 72" 120.0 120,0 120.0 120.0 120.0 120.0 12 0. 0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 97.9 120.0 102.8 120.0 120.0 120.0 12C.0 12C.0 95.0 120.0 12 0. 0 120.0 720.0 120.0 77.1 102.8 120.0 120.0 120.0 120.0 94.5 '20.0 87.0 '116.0 74.4 99.2 68.5 91.4 120.0 1143 120.0 1200 100.5 12C.^ C 12C.0 120.0 2.9 85.8 78.Z 1C4.4 61.7 82.2 111.5 92.9 65.3 87.0 51.4 68.5 24" 30" 36" 37-3/4" 48" 108" 49-3/4" 54" 6C" 72" 12 0. 0 120,0 ; 20.0 120,0 _ 120.0 i 20.0 120 0 120.0 20.0 20.0 120.0 2n.0 20.0 i20.0 120.G 120.0 1200.120.0 109.7 120.0 116.0 120.0 110.7 120.0 91.4 i 120.0 87.1 1 16,2 i20,O 114.3 120.0 120.0 120.0 120.0 120.0 120.i) 120.0 87.0 116.0 68.5 91.L 120.0 119.5 1 1 0.1 110.3 10' .6 84.0 112.0 77.4 103.2 69.6 ! S-2.6 S&C 77.4 66.1 88.7 1 19.5 60.9 81.2 54.8 73.1 120.0 1201.01 1 ' C.9 91.5 07.2 1 89.3 99." 82.6 76.2 45.7 60.9 MUILION ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHORS 'Al' ANCHORS 'B1' ANCHOR TYPES 'Al' & 'B1' ANCHOR TYPES Al' & 'B1' ANCHOR TYPES 'C1' SHIN, SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 3/8" MAX. SHJ.Nl 1/2" MAX. SHIM 1/4" MAX. SHIM 1/2" MAX. SHIM WIDTH (w') LENGTH (L) 6 ANCHORS 6 ANCHORS 6 8 ANCHORS 6 ANCHORS i 8 ANCHORS 6 ANCHORS 6 ANCHORS EXT. (+) INT. - EXT. (4) INT. -1 EXT. (+) EXT. (+) INT. - INT. - EXT. (+) EXT. (+) INT. INT. - EXT. (+) INT. -) EXT. (+} INT. -` 24" 30" 36" 37-3/4" 48" 120' 49-3/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 98.7 120.0 120.0 120.0 102.9 120.0 104.4 120.0 82.2 109.7 120.0 120.0 120.0 120.0 120.0 120.0 99.6 120.0 78.4 104.6 61.7 82.2 78.3 104.4 75.6 100.8 120.0 111.5 99.3 - 116.4 59.5 79.3 120.0 107.6 54" 60" •, 91.5 82.3 107,2 96.5 69.6 92.8 54.8 73.1 4g.3 65.8 120.0 119.9 99.1 89.2 627 R3.6 24" 30" 36" 68.3 68.3 68.3 68.3 68.3 ; 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 66.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 37-3/4" 48° 132" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 56.1 68.3 65.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 5 4. 1 68.3 54" 59-15J16" 68-3 68.3 68.3 68.3 63.3 68.3 49.8 66.5 68.3 68.3 68.3 68.3 57.0 68.3 44.9 59.9 24" 30" 36" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 j 68.3 68.3 68.3 68.3 37-3/4 48" 144 49-3/4" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 65.4 68.3 68.3 68.3 68.3 68.3 65.3 68.3 51.4 68.3 49.6 66.1 65.3 68.3 63.0 68.3 SEE SHEET 9 FOR ANCHOR DESCRIPTION m w Q C/7 v w rY 0 In t- • • • . • _L 3 ' w ' w •••••• •••• oo z • • .. •• _O �~ ...... • • G • • a L • • L.J • • • t- • • • Z '�. +ter iz I 1 0 cp z I W Z N i(�I (L- jm Ln 'L� Q 4! N �j a � x o �0Uv�i� p ui *i aItIm o ii 0(L0Q'A V) N i uj � O N LLK'°' 0 IQ wm� v . on ull i • s^ •�• l 0 E1.0w ' w cc I Q w S"• "6•••� LL Vi � • •�•� �- o 0 *� a'�� D c�r C i O Q I ' I C iO •o. �L. I ANC'IIORS oio .,. C4i 4� O I C _ .-Jib i.iZc i'}Ff(7]F7_;'(?a u drawing no. t rff i W17 52 sheet5.1of 15, F 1tE`� • • i• • DOOR MULLION DESIGN LOAD CAPACITY - PSF .NOMINAL DIMS. MULL 'DMI' MULL 'DM2' MULL 'DM3' WIDTH (W) FRAME HEIGHT EXT.(+); INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(-) 24" 30" 36" 37-3/4" 48" 49-3/4" 54' 60" 72" ' 8D" I M ! 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 i 20.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 1 120.0 120.0 90.0 90.0 90.0 90.0 90.0 120.0 II.90.0 90.0 120.0 90.0 90.0 120.0 90.0 120.0 90.0 ; 120.0 81.7 - 51.7 90.0 120.0 24" 30" 36" ; 37-3/4" I I 48" 84" 49-3/4" 54" 60" 72" 90.0 90.0 90.0 120.0 90.0 1120.0 90.D 90.0 90.0 90.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0- 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 90.0 88.4 88.4 90.0 120.0 90.0 120.0 90.0 120.0 90.0 j 120.0 90.0 90.0 , 120.0 90.0 120.0 73.7 73.7 115.6 90.0 120.0 24" 30" 36" 37-3/4" 48" 96" 49-3/4" 54" 6p" 72" 90.0 90.0 90.0 1120.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 90.0 90.0 120.0 90.0 /20.0 90.0 120.0 90.0 120.0 90.0 115.7 90.0 120.0 81.5 81.5 90.0 120.0 78.7 78.7 90.0 120.0 72.5 72.5 90 0 120.0 65.2 65.2 90.0 104.2 90.0 120.0 54.4 54.4 86.8 86.8 90.0 100.6 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60 72' 97-3/4" ( 90.0 90.0 90.0 90.0 12D.0 90.0 120,0 90.0 120.0 90.G 90.4 120.0 90.0 90.0 90.0 90.0 12ao 120.0 90.0 120.0 90.0 90.0 90.0 120.0 77.2 77.2 90.0 LL 120.0 90.0 90.0 90.0 -t 1120.0 1200 120.0 116.} 74.5 74.5 90.0 '20.0 68.7 68.7 90.0 1 1 1 .3 61.8 61.8 90.0 100J90.0 51.5 51.5 83.5 8390.0 96.7 24" 30" 36" 48' 108" 54" 60" 72' - - 90.0 1290.0 120.0 - - 90.0 1290.0 }2C.0 - - - - 90.0 1290.0� 120.0 90.0 120.0 90.0 120.0 90_C 1 D1 ,0 90.0 97-4 69.8 59.8 90.0 1 ' 6.8 90.0 112.7 - 90.p 103.E - - - - 80.8 80.8 90.D 93.4 77.9 77.9 67.3 67.3 24 30" 3G" 37- 3/4' 48" i 2p" 49-3/4'. p" - - - - 9 0. 0 1200 90.0 1 70.0 90.0 1071 9C.0 102,2 80.3 80.3 9 0. 0 2C.0 90-0 120.0 - - 90.0 120.0 - 90.0 17.9 9D.0 92.8 89.5 89.5 82.5 82.5 74.2 74.2 - - - - 77.-5 77.5 71.4 71.4 64.3 64.3 - - WIDTH (W) = W1 + W2 2 9 Sl ANCHORS AT DOOR MULLION SEE SHEET 5 'CGI WINDOWS' 3.. Typ ENTRANCE DOORS SEE SEPARATE NOA 'CGI WINDOWS' ENTRANCE DOORS 14 N� T ± SEE SEPARATE NOA I r =_ QILL I <ILL i { I i � I --,.------�+i , . - �I t11Lt�Tj �- --�-} j-{-;-,}�{'� - - = t I�� t�-� • • e e • • w1 W2 _I 'W2 W1 ••...• WIDTH (W) _ -21 + - -- WIDTH (W) = W1 2 W2 ...••. • • • ANCHORS AT `- DOOR MULLION • • SEE SHEET 5 •••• • w Li (1 1 A 11 F. Li C CL MULLION 'DMI' MULLION 'DM2' MULLION 'DM3' Ix IN-4 Sx IN 3 Ix IN-4 Sx IN-3 ! i Ix ItJ-4 Sz IN-3 5.580 2.60 10.750 4.30 12.759 5.10 iLwu4XX.. DOOR MULLIONS IN Ul N Ln: � _ I 3-1 i z Cc Q 1- �;- W N Ia iQ(L MI Q L-j 0 0 U oP wl j Q C.) t.� owe Cmit 0 IQaoo4'; Q N 0 0CD Xz j N W IL ili:2- OII 0 ro Q ro ij J rn �I «li•�• �+ •rLu •� •V C L •Q • I. 0 WLLJ v i �Y p w 41-.. (~ t•• z I,• U) r j aLL ',�� Tss Z J cr II �:: C) o Ii O � -J I I c Q .L a W c U 0 0 c v v o - - M C c li a s? I � o u c � drawing no. � W17-52 !.sheet 6 of j 51 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DM2' MULL. 'DN13' WOTH (Wt) WiOTH (W2) ;FRANE HEIGHT,OO INCHES INCRa ! INCHES DR HEIGHT NCHES EX+T. INT. ) ( ) (-� EXT.(+) INT.(-) 24 30 36 337 3/4 104 - 48 49 43 54 60 24 30 36 37-3/4 i t0 48 75-3/4 80 49 3/4 54 60 ( 24 - 30 36 37-3/4 116 48 49-3/4 54 60 24 30 36 --7/4 120 48 49 2/4 54 60 90.0 120.0 90.0 120.0 90.0 115.3 90.0 120.0 90.0 90.0 1106.E 90.0 108.5 90.0 120.0 96.9 90.0 -+ 90.0 . 120.0 112.6 90.0 95.5 90.0 90.0 110.9 i 106.9 90.0 192.0 87.6 i 87.6 90.0 101.8 90.0 106.3 90.0 120.0 90.0 99.8 90.0 115.9 90.0 + 90.0 94.0 92.5 90.0 109.2 90.0 107.4 90.0 97,9 84.3 84.3 - 83.0 83.0 B0.1 - 90.0 96.5 80.1 90.0 93.1 76.4 76.4 88.7 88.7 90.0 93.2 187.6 90.0 10&3 90.0 101.8 87.6 82.7 81.3 82.7 81.3 90.0 96.0 90.0 li 94.5 74.3 74.3 B6.3 86.3 73.2 73.2 70.7 85.0 85.0 82.1 82.1 70.7 67.4 67.4 78.3 75.3 85.9 85.9 60.9 80.9 90.0 99.8 90.0 93.9 76.3 76.3 75.1 75.1 68.7 68.7 68.7 88.7 87.3 87.3 79.5 179.8 67.7 67.7 78.6 : 78.6 65.4 65.4 62.4 62.4 24 '9C.0 36 37 3/4 1 G4 1 48 49-3/4 1 54 60 i 24 1 30 36-- - 37-3/4 48 7.,-3/4 84 40 3/4 54 60 ,4 3C 3b 37 3/4 1 i 6 48 4� 3/4 54 6C 24 30 36 37-3/4 L0 48 49-3/4 54 -7 60 90.0 120.0 972.572.5 ~ 118.8 90.0 111.5 90.0 109.5 90.0 99.2 90.0 97.7 90.0 94.1 89.4 89.4 90.0 120.0 90.0 115.2 90.0 113.4 90.0 i 109.2 90.0 I i 03.8 90.0 108.8 9C.0 101.9 90.0 95.9 90.0 120.0 20.0 1184 90.0 1'.1.3 90.0 94.3 goo 109.4 65.7 85.7 84.4 84.4 90.0 99.5 9C.0 98.0- 90.0 94.5 8' .4 81.4 77.5 77.5 9 0. 0 9O C 9C.0 94.7 90 C D.0 88.9 88.9 83.8 63.8 82.4 82.4 90.0 03,3 90.0 97.3 9C 0 95.7 87.3 87.3 75.1 75.1 74.0 74.0 86 0 86.0 83.0 83.0 - 71.5 71.5 66.1 68.1 79.1 79.' 87.0 87.0 90.0 101.1 90.0 95.0 8 .8 81.B 77.2 77.2 75.9 75.9 69.3 69.3 89.6 89.6 88.1 8B.1 60.5 80.5 68.3 68.3 65.9 65.9 79.3 79.3 76.6 76.6 73.0 73.0 62.9 62.9 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DM2' MULL 'DM3' WIDTH (W1) HCHES WIDTH (W2) INCHES FRAME HEIGHT DOOR HEIGHT INCHES INCHES EXT(+) TINT. - ( ) 75-3/4 - 24 30 36 �C 37-3/4 104 48 { 49-3/4 54 60 24 30 36 37-3/4 110 48 9G 49-3/4 54 60 24 30 36 h 37-3/4 -� 116 4 '! i 49-3 4 54 60 24 - 30 36 37-3/4 120 46 49-3/4 f - -54 60 90.0 120.0 90.0 90.0 120.0 120.0 90.0 120.0 90.0 117.5 90 0-il 120.0 90.0 115.3 90.0 120.0 90.0 103.9 90.0 120.0 90.0 102.1 90.0 1 18.5 90.0 98.2 90.0 113.9 90.0 : 93.1 90.0 108.0 90.0 113.9 90.0 120.0 90.0 106.3 90.0 ! 120.0 90.0 115.6 90.0 99.7 90.0 ; 97.9 90.0 113.6 88.7 88.7 - 87.2 87.2 90.0 90.0 102.8 101.2 84.0 84,0 90.0 97.4 79.8 79.8 90.0 92.6 90,0 98.0 90.0 113.6 90.0 1917 90.0 90.0 106.4 100.0 86.2 86.2 84.8 84.8 90.0 1 98.3 77.0 77.0 75.8 75.8 89.3 89.3 88.0 88.0 73.1 73,1 84.8 84.8 69.6 69.6 80.7 80.7 89.5 89.5 90.0 103.E 83.9 i 83.9 90.0 1 97.3 9C 0 91.6 90,0 90-1 82.0 82.0 80.7 80.7 79.0 72.0 77.6 77.6 70.7 70.7 69.6 69.E 67A 67.1 77.9 77.9 64.0 j 64.0 74.2 i 74.2 'S-J /4 24 30� I 36 37-3/4 1 104 48 49-3/4 54 60 24 3C �36 37-3/4 48 96 49-3/4 54 60 24 30 36 37-3/4 116 48 49- 2/4 54 6C 24 30 _ .. 36 37-3/4 2 48 499-3/4_1 54 ! 60 i 90.0 j 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 90.0 120.0 120.0 90.0 ~ 120.0 90.0 110.2 90.0 120.0 90.0 108.2 90.0 ! 90.0 120.0 120.0 90.0 103.8 90.0 98.0 90.0 1116 90.0 120.0 90.0 120.0 90.0 12C.0_ 90.0 112.4 90.0 105.0 90-0 90.0 90 0 120.0 107.4 90.0 103.0 9 0. 0 92.7 GO.0 91.1 900 90.0 90.0 105.5 10' .5 96.2 87.6 ' 87.6 83.0 83.0 90.0 102.5 900 90.0 90.0 18.8 1 10.9 03.9 90.0 95.7 89.E f 89.E 88.0 88.0 79.6 79.6 90 0 90,0 02C 92.3 78.4 78.4 90.0 90.8 75.4 ' 75.4 71.6 71.E 87.4J 53.0 87.4 83.0 90.0 92.9 86.8 86.8 8' 5 8 5 90.0 107.E 90.0 00.E 90 0 94.5 80.1 8111.1 72.6 72.6 90.0 92.8 84.2 84.2 82.9 ! 62.9 71.5 71.5 68.9 66.9 79.8 79.8 75.9 75.9 65.5 65.5 DOOR ML'LLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DMI' ML7.L 'DM2' MULL, 'DM3' WIDTH (WI) WIDTH, (W'2) INCHES INCHES IFRWEE HEC-HT: DOOR HEIGHT INCHES INCHES D(TtNT .(+} ,(-] .() 1. EXT+tNT(-) . + EXT( ) TNT.(-) 24 30 �:6 314 75-3/4 48 49-3/4 r 54 60 97-3/4 80 j 90.0 1 93.3 90.0 120.0 90.0 120.0 87.2 57.2 90.0 120.0 90.0 j 120.0 81.7 81.7 80.3 80.3 90.0 1200. 90.0 120.0 90A 90.0 120.0 t20.0 ---- --- 72.7 72.7 90.0 114.2 90.0 120.0 71.5 71.5 68.9 T68.9 90.0 j 112.3 90.0 120.0 90.0 ' 108,2 90.0 120.0 65.4 65.4 90.0 1102.8 90.0 119.4 r. MIJLLiON 'DMI' MULLION 'DM2' - - Ix IN-4 I Sx IN-3 5.580 -- ix 1N0. 2.60 ' Sx I - 10.750 4 4.30 N0. Or ANCHOR.. AT DOOR MULLION ANCHOR 1/4";3/8' 1/2" TYPES SHIM 1 SHIM SHIM A 11 f - C 'CGf WINDOWS' Al 6 11 13 - ENRANCE DOORS B1 7 ii 13 I SEE SEPARATE NGA C1 6 y 8 9 iI -- __ ----- -dI1E T -- I� -- <I i 7 I II I - ' I i I I u C r, 4 2 - .. ---- 1---.-_ U^ S H 0 140. OF ANCHORS AT DOOR MULLION u TYP c SH;IJ SHIV SHII1, B. EC 6 _ 0 2 L z 11B 3 Yv MULLION %VX86 • • err-•-� Ix IN-4 �' Sx IN 3 3 iU N; M r� a z M �Ia1 N IL OJT O;�I 0>>Wa ro,UI W W X U N h I V o Li rl 0 - M 1 0 a a tANp N, � z J Zto LL O I Z M Q J Ld0� h - I• 0 0) w• wI.Ow X • p cn • • I � • � � i� Q i N t+) L p r� c CD o O Q J W' U f c .Q J �a DOOR MULLIONSi I� D w rC '.0. e drawing r,o. ` o W 17-52 sheet 7 of 1 51 EDGE DIST, TYPICAL ANCHORS SEE ELEV., FOR SPACING 2 rz. c x TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST, 1 BY WOOD BUCKS TYPICAL ANCHORS -1 1-- EDGE DIST._ 4 A X L Lo LLJ Li 1 BY WOOD BUCKS 1 EY WOOD BUCK TYPICAL ANCHORS SEC ELEV. - FOR SPACING EDGE -D.1ST-. A) T (1A; TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 4 Lo I 4 Cc Z Film o Ir LL U) V) 0 (n m cli U-j ull 2 ul cy 0 < 0 o m Vi V) 0 z -j 04 ul D LL F LL w v) o z C) -j z M Lu CIRCULAR OR ANGLED FRAMES oo*.** La* a •0 0 : 0 0 4 QLn 000* 0 91 • 9 "co 4cb o Li ... • S.: L-� J 0 ' a) LL" fr .00 —c/1 06 0 0 a rL 0 1: Lr) r Lr) to 0 < C) it Lr, r N� IV t2 r -owina cc. 'k- C�� d , Y/j W1 7-52 'Sheet 80f 15: METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCIiORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING ' TYPE 'A'- 1 /4" DIA ULTRACON BY 'ELCO' (Fu=177 KS, Fy=155 KSI) TYPE 'Al'- 5/16" DIA ULTRACON BY 'ELCO (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) v THRU 1BY BUCKS INTO CONC. OR MASONRY I THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY f 1 -3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED Intl"0 CONCRETE (HEAD/JAMBS) I 1-3/4" MIN, EMBED INTO FILLED BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 0 H DIRECTLY INTO MASONRY DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)-3j4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES ANCHOR EDGE DISTANCES >� < INTO CONCRETE AND MASONRY = 2-1/2" MIN INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = i" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. = ANCHOR CL TO CL DISTANCE ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN. INTO FILLED BLOCKS = 5" MIN. -- �NPE 'B'- 1 /4" DIA ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) TYPE 'B1'- 5/16" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) T' DIRECTLY INTO CONCRETE DIRECTLY INTO CONCRETE M?N. EMBED NTC CONCRETE (HEAdfS!LLJJAMB5} 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) r ANCHOR EDGE DISTANCES ANCHOR EDGE DISTANCES cf)_ INTO CONCRETE = 2- 1/2" MIN. INTO CONCRETE = 2-':/2" MIN, V' ANCHOR CL TO CL DISTANCE ANCHOR CL TO CL DISTANCE d INTO CONCRETE - 3" MIN. INTO CONCRETI E = 3" MIN, IN-0 FILLED 5'_OCKS = c" MI,N. NTO FILLED BLCCKS = 5' M-N. TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'Cl'- 5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MAM'-DACE COUNTY APPROVED MULLIONS INTO MIAMI-D,ADE COUNTY APPROVED MULLIONS OR OR p INTO METAL STRUCTURES 'NTO METAL STRUCTURES 13) THREADS MIN. PENETRATION BEYOND META- SUBSTRATE ;3') THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE cn ` ALUMINUV: 1 /8" THK. Y,N. (6C63-T5 MIN) ALUIJINUM.: 1 /8" THK. MIN, (6063-T5 MIN.) STEEL: 1 /8' THK. MIN. ( f v = 36 KSI MIN ; STE=L: 1 / 8" THK. IJIN. {Fy = 36 KSI MIN.; c (STEEL IN CO'�TACT ',,�'TH ALUMINUM -0 BE PLATED OR PAINTED) (S?EEL I:: CONTACT WITH ALUN,INUM TO BE PLATED OP PAINTED) ANCHOR EDGE DISTANCES ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1 /2" MIN. INTO tJETAL STRUCTURE = 1 /2" MIN, WOOD AT HEAD OR JAMBS SG = 0.55 MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING i Z ari 'i I 0 z " `�'�Q H N 0- IC �o0c o 0WN �I 0 �cjti j�o°>M � Ix °o Q iL 0 " �0NOI M • uutV e il••' •:• WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' • •.... �. • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • 0 • • 0, AND TRANSFER THEM TO THE BUILDING STRUCTURE1 00 .� •' r----------.---------- j MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I .ISEE SEPARATE NOA I! TYPICAL ANCHORS SEE ELEV FOR SPgCIN� * . • ID � •I•T W 4 i L C ME N�r_ �I �I 3 aI ,q o'j �z�j Lr) 3 0 0 off,., Q c, 0 -o. cm iv c c O r^, drawinlq no. W17-52 (sheet Q of15� 1/2- MAX. SHIM SEE SHEET 1 4 2 Li oV)! uj TYPICAL ANCHORS SEE ELEV,7L-' FOR SPACING' STRUCTUR i D.L. OP.G. 1/2" MAX, SHIM SEE SHEET 1 Li 4 TYPICAL ANCHORS SEE ELEV. SCR SPACING -IBY WOOD BUCK 1/2" MAX. — SHIM --- SEE SHEET I FRAME WIDTH 1/4- DIA. BOLT WITH NUT —AT 12" FROM ENDS AND 24" O.C. MAX. EXTERIOR D.L. OPC u 4w I 1 /2" MAX. C4 Ln SHIM r- SEE SHEET 1 V) o cl v4 c) z < LLI LLJ 0 LO 0 c c); If -j 0 w N N j IL! w m❑LL #A f ri 0 TYPICAL ANCHORS SEE ELEV. 0 > a X c. FOR SPACING M 0 J 04 a 0 M Z 1 .5 LJ ;p LL • Z 2 0 *eq < 0 00*000 ------------- '0000 :600*0 X ,/2- MAX. SHIM SEE SHEET 1 0 TYPICAL ANCHORS SEE ELEV.- LJ LLJ X< FOR SPACING 0 < o -J J, L�IA Li 110 < -n, 174 /1 XI j �1/ crawing no. I c, Wl 7-52 V/D sheet 10 of 15 REINFORCING AS READ. SEE SHEETS 6 & 7� FOR CAPACITY C, I ILL T I TI ', II II - - - - r -- - I I D.L. OPG. `L �l II II i II -- C C D-L. OPG. MIAMI—DADE COUNTY APPROVED II LARGE MISSILE !,PACT RESISTANT TRANSOM II II ; 7 II II ==_______ IL------------- F,'XTERIOR -- - -- MIA,I—DADE COUNTY APPROVED -- LARGE MISSILE IMPACT RESISTANT DOOR jp— — — — — — — — — — — ------------- = f r C==___— — — — — — — — — — — EXTERIOR SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. jc. 0' a V Q% -o 'sI Q)oc, i drawing no. N , o � W17--52 `sheet 11 of 551 EDGE DIST TYPICAL ANCHORS SEE ELEV.-, FOR SPACING Lu uj fil, HII Ui Ln lilt IM I f < 0 M -J-11 L 7 1T] I fill zDza fill 0 IIII C) Z fill 0 0 fill 1 Z lilt lilt i 0 fill LLJ L'i Z IIH P Ln t III 111 4 - - - - - - - - - - - - - ----------- jp� I ----—---—— EXTERIOR D.L. OPG. 4 - - - - - - - - - - - - - ----------- jp� I ----—---—— EXTERIOR D.L. OPG. 4ft ly i 1 z 11 co 10 z < w I < 2 a- 15- 7 iml o J 0 0 w II LL 0 Wei i > m 0 0 0 d00 H o E 2 � Lo V) o cr Zj LU .5 LL 4(A < x 6ZI *0:00: J�J0 • 11 00 00 00 !o 009 0 C/-)• c :0*:0: a 0 0-1 Lr)• 0 0 0 0 0 .0 •too (D •�o � 0 0: 0 !o LLJ 0 0 l� , c Lr) o o z < 1E UJ Li c" c- 2 ioi drciwinc no. W1 7-52 -she-et i 2--ofi 5 m L F Li > D LLJ Ln cr E-j < 021 > D: < '0 I OJI ✓ LJ c� < ir < 2 c/" Li Li "c 1 I. ,YP!CAL ANCHORS SEE ELEV. - FOR SPACING EDGE DIST. FOR LOUVER FRAMES WITH INTERMEDIATE VERTICAL MULLIONS REFER TO APPLICABLE CHARTS ON SHEETS 3 & 4. LLI V) z 0 a to Ij /I L.j 0 WIDTH (W) — Wl AT FRAME JAMB WIDTH (W) = W2 + W3 wi W2 AT FRAME MULLION 2 WIDTH (W) — Wl AT FRAME JAMB WIDTH (W) = W2 + W3 wi W2 AT FRAME MULLION 2 Ln 0"00 Lc) 0 iy- 0 0 4? ]:is >�' elf' < C) U" cn 0 TYPICAL INSTALLATION OF LOUVERS IN THE WINDOW WALL SYSTEM CD Ln .CD USE ALUMINUM LOUVERS HOLDING "URREN' NOA Lrl II D /2' MAX. SHIM SEE SHEE- I 2'7 Ld c r -YP.lCAL ANCHORS rLr- ; SEE -- E LEd,'-- FOR SPACING wo ji STRUCTUIR E 1 REINFORCING AS READ. —SEE SHEET 4 FOR CAPACITY LOUVER VDTH- Wl W2 C) 0 C) ti CD z T drawinc no. W 17 -52 sheet 13 f al 5.000- - --- 2.750 —4.031-- FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES 5-000 5.000--- 1.750 .094 TYR. 1.750 1.750 2.750 'l—, FRAME HEAD/SILL/JAMB 1 A, CIRCULAR OR ANGLED FRAMES �094 653 Typ. ANCHOR CHANNEL 16" CIRCULAR OR ANGLED FRAMES .094 .S44 --4.192 2 FLA, SNAP .4b 1.453 ;1 L .094 Ty P. 3.6-26 MODIFIED FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES --1,521 .697 87 3357 4.751 5 MULLION REINF. 2.908 -- 3 FiN SNAP .062 4.192 1,121 1.000 5,7 i. ,094 Typ. INT. CLASS STOP 4 3.1 MODIFIED FIN SNAP LAM. CLASS 1,125 j--- ITEM NO.; PART QUANTITY DESCRIPTION MATERIAL MANF,/SUPPLJER/REMARKS 19501 AS REQD. FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-T6 - - 1.1 19501 AS REOD. MODIFIED FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-T6 1 A 19572 AS REOD. FRAME HEAD/SILL/JAMB (CIRCULAR OR ANGLED FRAMES) 606 1 B 19571 AS REQD. ANCHOR CHANNEL (CIRCULAR OR ANGLED FRAMES) 6063-T6 2 19505 AS REOD, FLAT SNAP 6063-T6 3 19502 AS REQD. FIN SNAP 6063-T6 3.1 19502 AS REOD. MODIFIED FIN SNAP 6063-T6 4 i9503 AS REOD. INTERIOR GLASS STOP (LAM. GLASS) 6063-T6 4A 19504 AS REQD. INTERIOR GLASS STOP (INSUL. LAM. GLASS) 4B 19573 AS REQD. INTERIOR OR GLASS STOP (CURVED GLASS) 6063-TT6 5 19509 i AS REQD. MULLION REINFORCING 6063_T6 5A 19532 AS REQD, I -MULL6N REINFORCING STEEL A36 6 13144 4/ LITE INTERIOR GLAZING SPACER (DUROMETER 65±5) SHORE A EPDM 7 61823 41/ LITE EXTERIOR GtA71NG SPACER (DUROMETER 80±5) SHORE A SANTOPRENE 6 - 2/ LITE SETTING BLOCKS (-LAM. GLASS}, AT 1/4 POINTS EPDM DUROMETER 80±5 :31-IO�%A 8A 2/ LITE SETTING BLOCKS (INSUL. LAM. GLASS} ATF 1 /4 POINTS EPDM DUROMETER 80±5 S!'HIORE*A 9 #12 X 2� AS REOD. ASSEMBLY FASTENERS ST. STEEL PH SELF DRILLING,, • sou 10 #6 X 1-5/8" AS REOD. GLASS STOP FASTENERS, AT 2-1/2" FROM ENDS & 13-1/2' O.C. ST. STEEL PH SELF DRILLING too* I 11 19�56 AS REOD. DOOR MULLION l 606:1-TI • - •too lA 19510 AS REOD. DOOR MULLION REINFORCING 6063-T6 - 116 952fi AS REQD. DOOR MULLION REINFORCING 6063-T6 4.750 lu l�51 4ft 1 c'4 z 0 z N Lu (0; 1 0. 0 d0 CL uj u V) Lj ri 0 0 Ix (L a 0 0 � — z l( W Ic u. z 0 2 < _j "p 0 40f j�. t - Ob L.L� *. I in LLJ x F-- -0 c i 0 z Lc) _j 0 <II Lj r, C) 1 0 --1.749— 1.223 r.Ln i.076 ,125 Typ. 3.893 II 4.999 4,540 L 1 DOOR •MULLION REINIP. DOOR MU -LION KlULLION �REVF 'c' 2.185 -- -062 Ty PT `ram 121 1.000 2.140 INT. CLASS STOP INSUL LLAM. GLASS 062 Typ. 990 865 1.201 INT. GLASS STOP 4E CURVED GLASS 41 w, z drawing Al nc. W -52 17 f sheet 14 cf 15, FRAME TOP CORNER EXTERIOR FRAME BOTTOM CORNER WELDED JOINTS CIRCULAR OR ANGLED FRAME CORNE a op ° Of Ak drawinq no. ffinwh MIAMI-DADE MIAMI-DADE Cot ,N'1Y PROM CT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) if 805 Sw 26 Street. Room ?08 BOARD AN]) CODE ADMINISTRATION DIVISION T (78fi" 315-2590 F t,786) 315-2594 NOTICE, OF ACCEPTANCE (NOA) www.miamidade.govleconwn_j CGI Windows and Doors, .Inc. 10100 NW 25" Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in _Miami bade County and other areas whcre allowed by the.Authoritti Having JUrisdlctlon (AI-1.1)• • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CMrityl'rodiet C`tmtrol • • Section (In Nliami Dade County) and/or the A IJ (in areas other than Miami Dade CouK*I—eserOc t11(? right •••.% to have this product or material tested for quality assurance purposes. If this produ� o� material fails to ; • • • perform in the accepted manner, the manufacturer will incur the expense of such te'tj49•a'tld tlr.-"V1.may ' • immediately revoke, modify, or suspend the use of such product or material within Q"ii.4urisd1ction.• RER ••�••. reserves the right to revoke this acceptance, if it is determined by Miami -Dade C?tnirrty-ProdUr "(Introl ...... Section that this product or material fails to meet the requirements of the applicable h:Mt91&'1lg code. • This product is approved as described herein, and has been designed to comply wiTh thc'Florij4.Q;ilding....:. Code, including the High Velocity Hurricane Zone. DESC.RIP'11ON: Series "Sentinel 110" Aluminum Single Flung Window — L.M.I. .... APPROVAL DOCUNIENT: Drawing No. W10-03. titled "Series Sentinel 110 Alum. S.H. Wdw. sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation; signed and sealed by Javad Ahmad. P.1., bearing the Miami -Dade Counter Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Nliami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant. LAI3FLtNG: Each unit shall bear a permanent label with the manufacturer's name or lotto, city, state, model/series, and following statement: " Nliami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sliall 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 manuFacttire 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. ADVERTISF.MVNT: The NOA number preceded by tare 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_ INSI"V,CTION: 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 Ruilding Official, This NOA revises NOA# 15-0512.10 and consists of this page I and evidence pages F,-I. F.-2 and h,-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MlAM6DA�E COUNTY [ /; I NOA No. 17-1018.08 e` Expiration Date: Septernber 22, 2020 HNOW Approval Date: December 21, 201 _- �1 it Yztoct CGI Windows and Doors, Inc. NOTICE OF AC'CF.PTANCC: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and. sections. (Submitted under ,VOA Vo. 10-0510. 11) 2. DrawingNo W10-03, titled ``Series Sentinel 110 Alum S.I1. Wdw. (L.M.I./S.M.1.) sheets I through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad, P.E. • B. TESTS • . • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per•F;3C::I`AS (may ;h • • •.. • 2) barge Missile Impact Test per FR(:'. TAS 201 #i ee• • 3) Cyclic Wind Pressure Loading per FBC, TAS%..0% along with marked -up drawings and installation diagram of a serlc..7;Q0 PVC' tied Nvindo-w, to qualify DuPont -Butacite-PVB interlayer, Durase,114- 44 upew:S��>ttr��` insulating glass spacer, prepared by Certified "Pest Taboratories, T!_,SCIteport Na. CTLA-3056 WA, dated 03/03/ 15. signed and sealed by Ramesh.*(.,. P,,Tel, P :...:. 2. Testreports on: 1) t niiorm Static Air Pressure "Pest, I,oading pci'FJK;TAS�2O�,94 2) barge 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,,vndow, to qualify DuPont "Butacite" PVB interlayer, Duraseal(k) and Super Spacerrw insulating glass spacer, prepared by Certified "hest Laboratories, 1-est Report No. CTLA-3056 W 11 dated 03/03l l 5. signed and sealed by Ramcsh C. Patel, P.F. 3. 1-est reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20- 94 2) Large Missile Impact'[ est per FBC_ TAS 201-94 3) Cyclic Wind Pressure Loading per HIC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed Nvindow, to qualify DuPont "Butacite" PVB interlayer. Duraseal4_ and Super Spac erk) insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patcl, P1. 4. "hest reports on: 1) Air Infiltration "hes(, per FBC, TAS 202-94 2) Uniform Static Air .Pressure 'Kest, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, 7'AS 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 "hest, per FHC. 2411.3.2.1. TAS 202-94 along with marked -up drawings and installation diagram of a. series "Sentinc l" aluminurn single hung window, prepared by Hurricane Test Laboratory, LLC, "Pest Report No..HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (.I"ubmitted under :VOA jVo.10-0510.11) - Product Control 1 xa finer NOA No. 17-1018.08 Expiration Date: Septem1wr 22, 2020 Approval Date: December 21, 2017 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis. complying with FBC-5" Edition (2014) dated 09/08!14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahma.d. P.E. (Submitted under NOA No.14-0915.06) 2. Glaring complies with ASTM E 1300-09 D. QUALITY ASSURANCE w 4 :•w•w L Miami -Dade Department of Regulatory and Flcoriomic Resources IRXR-�. . • . • w w••• w . •. • w w O w• • E. MATERIAL CERTIFICATIONS • • • • • • • • w 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerieai',*hrc.. for llj�i;-w•w•www "SentryGlask (Clear and White) Glass Interlavers" dated 06/%5115,wcxpi 9mg on •�;w•w 07/04/18. r� • • w .. w w w w w w w •w •• • w 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameriga,•ine. for their • "ButaciteCR� PVB Glass Interlayer" dated 04/25/15. expiring onwl2/1 I'/16. ;..•;. ••••:• 3. Notice of Acceptance No. 14-0423.15 issued to Eastman CheTni;pj,,6.tmpan), (NIA) for their "Saflex CP — Saflex and Saflex IIP Composite Glass Interlayers-01t)w PET Core" dated 06/19/14. expiring on 12/11/1 S. 4. Notice of'Acceptance No. 14-0423.17 issued to Eastman Chemical Company (NIA) for their "Saflex Clear and Color Glass Interlayers" dated 06/1.9/14, expiring on 05/21 / 16. F. STF1'I'F:VIFN'1'S 1. Statement letter of conformance, complying with FBC-5t" Edition (20I4}, and of no financial interest, dated 08/26,/ 14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous ,,VOA No.14-0915.06) 2. Laboratory compliance letter for "lest Report No. IITL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham. P.F. (.Submitted wider NO 4 No. 10-0510.11) 3. Test Proposal for the qualification ol' ButaciteIR) PVB glass interlayer by DuPont as well as DuravealO and Super Spacer<�) Stattrlard wartn-edge flexible insulating glass spacers, dated December 16. 2014, issued by RER, l'rodttct Control Section, signed by Jaime Garcon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors [or their Series `'Sentinel 110" Aluminum Single Hung Window - L.M.T. approved on 02/05/15 and expiring on 09!22 /20. ` - - V'Ianucl'('er ,P.E. l ProductCont�ol Aaminer NOA Ni . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21. 2017 F,-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SURINIITTED A. DRA%V[N(-',S t. Dra«ing No W10-03, titled `Series Sentinel 110 Alien S.11. Wdw. sheets 1 through r) of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad, PT.. 13. TESTS 1. None i ••• �••••• C. CALCULATIONS •••' 1. Anchor verification calculations and structural analysis, complyinj-,-f^ S FBC 6': Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporati6)Y's1gned 7>��•, • sealed by Javad Ahrnad, P.E. . D. QUALITY ASSURANCE •••••• .. 1_. TvIlami-Dade Department of Regulatory and Economic R.esources`(Rr];) • • w • E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for tiiLir "SentryGlas(k (Clear and NVhite) Glass Interlayers dated 06/25/15, expiring on 07/04118. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol() Ultraclear, Clear and Color PVB Glass Interlayers"' dated 01/19/17, expiring on 07;'08i 19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex IIP Composite Glass Interlavers -with PET Core" dated 09/07/ 1.7. expiring on 12/1 1 /18. 4. Notice of Acceptance No. 1.7-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 0/21/21. F. STAT14:M LN'I*S 1. Statement letter of conformance, complying with FBC 5t" Edition (2014), with FBC 6'" Edition (2017), and of no financial interest, dated September 14, 2017, issued by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS I Notice of Acceptance No_ 15-0512.10. issued to CGI Windows & Doors for their Series "Sentinel 110" A.lurninum Single 1-Jung Window - L.M.I., approved on 08/061`1 and expiring on 09/22-`20. Manuel 1 Ele., P.E. Product Control Examiner NOA No:`-i'f-1o18.08 Expiration Date: September 22, 2020 Approval Date: December 2t, 2017 E - 3 Y FLANGE WIDTH I 47 7/16" D.L.O. (FIX. LITE) 20 9/16" 6" MAX. MAX. HEAD/SILL j HEAD/SILL CORNERS I �� l 4 M FALSE MUNTINS (SURFACE APPLIED) OPTIONAL i w / r DLJ / O C:)F- Jam- ----- _� I I x z 5 r `o- w i z " < n �= T �4_ ; I i F- W s t� Y U m \ 00 t7 S rr � z 10 +'7 > f 47 7/16" °7 / <� D.LO_ (VENT) ' o 50 1/4" VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SDE COMBINATIONS OF S.H./S.H. OR S NGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND NSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S !N'STRUCTIONS. SPECIFIED EMBEDMENT TO EASE 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 NOl LIMITED TO STEEL/METAL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE iNFORNv :IiON FOR A SITE SPECIFIC PROJECT, i.e. L'FE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVAG 'HIS 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. '2 1/g„ BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" 5 1 /2" MAX. MAX. *'k HEAD/SILL CORNERS / I HEAD/SILL � X 6i I it ii IIl / h I Il II / II II / e � �6� p I. II 6 I I I'. r^ II ' II 47 7/1F" D.L.O. (VENT) I 50 1/4- VENT WIDTH EQUAL LEG FRAME CENTER ANCF-:OR REQUIF)ED WHEN SPACING EXCEEDS 20/16" FALSE MUNTINS (SURFACE APPLIED) OPTIONAL IT 16 5 1/2" MAX. HEAD/SILL CORNERS 52 1/6'. BUCK WIDTH 47 7/16' D.L.O. (FIX. LITE', } j 20 9/16"x MAX. I r HEAD/SILL j I i _ as I, 7 7 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL_ ELEVATION 47 7/16' D.L.O. (VENT) 50 1 /4" VENT WID'H FIN FRAME rn U C rn 0 Z CO Gz �� N < Q N IL Z 0 Q o j N m w-- U L O u (1) w cr fh g `= Ln G 0' FF G O W (no "o ------ T �aW=LL� W V p U. go � I • �': Z'� W • • • • • • • • N Cel • � u� yes•• I '' • S �. I -i �I U � • i w<,• • `� tfi • �• O� • n mw I I -0 ~ N <a O < { C N (V F_ w C) rC O Z L L LLJ vt _ O " r ^ O Q J L_&_MIN ATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT 2 a SMALL MISSILE IMPACT;o •Nj� c oc oI_..I ° r xA FCF drowinc no. 01\�� W10-03 .v<<\ �I sheet- 1 of g EQUAL LITES �INDGWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS FYPES 'A'&'Al' GLOSS TYPES 'BTEl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 26-1/2" 37" 49" 53-1 /8" 26' 18-1/8" 25-1/2' 36" I 25" 48" 52-1 /8" ( 75.0 75.0 80.0 85.0 75.0 75.0 75.0 75.0 80.0 80.0 0 85.0 - -85.0 75.0 75.0 80.0 _ 85.0 75.0 75.0 80.0 85.0 26-1/2" 37' 49" 53-1 /8' i 38-3/8' 18-1/8' 25-1/2" 36" 37-3/8' 48" 52-1 /8" 75.0 75.0 80.0 65.0 75.0 75.0 75.0 75.0 80.0 80.0 85.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1 /2' 37" 49' 50-5/8" 18-1/8" 25-1 /2" 36" 49-5/8" 48" 52-1/8' 75.0 75.0 50.0 85.0 1-75.0 75.0 75.0 I 75,0 75.0 80.0 80.0 80.0 85,0 85.0 85.0 75.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37' 49" 53-1/6' 63" 18-1/8' ! 25-1/2" 36" 62" 48" 52-1/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0` I^ 85.0 75.0 75.0 75.0 75.0 75.0 - 75.0 - 80.0 85.0 80.0 85.0 --80.0 85.0 19-1 /8" 26-1/2' 37" 49" 53-1/5" 76' 18-1 /8" 25-1/2" 36' 48 52-1/8' 75" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.D 75.0 80.0 85,0 75.0 75.0 75.0 75.0 80.0 85.0 80.0 85.0 19-1 /8" ! 26-1 /2" 37' &5• 45-1/2" ', 18-1 /8" 25-1 /2" 36' 45-1/2' 84" 75.0 75.0 80.0 85 0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 r c: winTH EQUAL LITES NOTE: GLASS CA=DACITIES ON THIS SHEET, ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Y'" TW U\EQU,'L LIILS WENDO S DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP L1TE GLASS TYPES 'A'&'Al' GLASS TYPES 'B'k'131' WIDTH HEIGHT WIDTH HEIGHT 'A.' DIM. EXT.(+) 1NT.(-) EXT.(+) 1KT.(-) 53-1/8" 76' 52-1/8' 75" 36-1/4" 75.0 75.0 80.0 85.0 49" 79' 48' 78" 39-1/4" 75.0 75.0 80.0 85.0 26-1/2" 31" 33" 185" 37" I 43" 25-1/2" I 30" 32' 84" 36" 42" 70-5/8" 75.0 75.0 80.D 85.0 63-5/8' 75.0 75.0 80.0 85.0 60" 75.0 75.0 BO.D 80.0 85.0 53-1/2' 75.0 75.0 85.0 45-1/4" 75.0 75.0 80.0 ( 85.0 BUCK DIMS FLANGE FRAME FLANGE DIMS BUCK DIMS I I EQUAL LEG FRAME I� BUCK DIMS k' jI FIN FRAM,_ I'I 1! AIL; BUCK DIMS IIJ� U. l FLANGE ADAPTOR FRAME L J,L - FLANGE DIMS WIDTH UNEQUAL LITES (ORIEL TYPE) z J w --r u M o -� o_ Z rIzl M b 0E- M Z cl aLu (D[L IQi 00 o �� N U j UJI H U. Q'0- �Z Ljj mJ 0aoo'A ;lOto I�� Y. Z� NI yaw LLZa • • • • • jZ� rD Q j �/ itJ Q1• � t` • •••• • • • • v • \ r ,n • • J � • • • 4••��.. o �• I L a^•I • • • • 00 i x •••• •b Led � � al p �.' 1 3 N to J V-) W ; 0 K] V Z� z Lil O co o V) o - w C% O Q Ex o ',w 'c U i�IU� al � mI.O rn t mI mlo•- rn:a a, �. ! �•, �I � h lcy � I O y I YF OF - drawing no. P. `Sheet 2-of 9J �1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemicol Co.' OR tt .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' — OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interloyer 1 Trosifol PVB By 'Kuraray America, Inc.' ,-1/8" ANN. GLASS m ` ; z Cf) � M1' SILICONE CN o l�DOW CORNING 899 ,il i \ DOW CORNING 995 — I v ), AT 1/4 POINTS ON LITES t-- WIDER THAN 36" GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) -1/8" ANN. GLASS .075" inter;cver Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1 /4" AIR S=ACE .090" Interlayer SentryGlas By 'Kuraray Americo, Inc.' 1 /8" ANN. GLASS—,,, OR i .090" Interlayer 1+ 1 Trosifol PVB I By 'Kurcroy Americo, Inc.' + a Z aw a�Q F L H L-: 1/8" HEAT STREWD GLASS .075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Gloss By 'Eostman Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuraray America, Inc.' OR +l .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' HEAT STREN'D CLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 �\ AT 1/4 POINTS ON LITES U WIDER THAN 36" GLASS TYPE V 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE-, 1/8" HEAT STREN'D GLASS —1 /8" ANN. CLASS a- F ` C H m SILICONE z m u> a GE 1200 \ _ /f DOW CORNING 899 �� u; V) S C�4 It DOW CORNING 995 N C� XL EDGE SPACER. C l' ST. S-EEL BY 'CARD'�.NAL' ) --- OR N DURASEAL BY `QUANEX' 0R C EQ'� /� SUPER SPACER BY 'QUANEX' �/ r (W_J AT 1/4 POINTS ALL SIZES GLASS TYPE _'Af 0.70" OVERALL INSUL LAM. GLASS (S. M. 1.) ;N ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY 0= GLASS TYPE 'Al' & '151' MUST BE TEMPERED. E9 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer 1 Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Inte; layer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer 1 Trosifol PVB By 'Kuraray America, Inc.' —1/8" HEAT STREN'D CLASS SILICONE I •'' GE 1200 j DOW CORNING 899 DOW CORNING 995 S ^; XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR ORDEAL BY 'QUANEX' SUPER SPACER BY 'QUANEX' M4 AT 1/4 POINTS ALL SIZES GLASS TYPE _T-1' 0.70" OVERALL INSUL. LAM. GLASS o Z °D O� z Q Lu Q 2 . N 'o 0. 7� � 0 0 C) N W �Nuu H V) M U o w rf I� > ct7 CrO — oi o;t O arch tY Z O N LLJ LQ�4A o II 4 02"?'• • � c drawing no. W10-03 TY'FICAL ANCHORS i - SEE ELEV. 1BYi FOR SPACING WOOD BUCK Z a r EDGEq DIST. x a c --- .- c Ln C —7J, — r 7- -- — 1 1 :4 I - �-z l I EIDGE;'DIS'," i BY _I WOOD BUCK SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL ' TYPICAL ANCHORS --SEE ELEV. FOR SPACING METAL T STRUCTURE TYPICAL ANCHORS 1, SEE ELEV. FOR SPACING EDGE DIST. G? x c N FLANGE & FLANGE ADAPTOR FRAiME TYPICAL ANCHORS - SEE ELEV. FU-t SPACING 2 3/a' MIN, 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. S ��---------- -- ----- MIAMI—DADS COUNTY APPROVED I MULLION & MULLION ANCHORS j I II SEE SEPARATE NOA IF T1 II II EDGE_ DIST. ------ ----- I TYPICAL ANCHORS SEE ELEV. FOR SPACING -- — f • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.•• • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • • • • -1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy-1 oD KSI) • • • • • • 1/4" DiA. ULTRACON BY `ELCO' (Fu=177 KSI, Fy=155 KSI) :•• INTO 2BY 'WOOD BUCKS OR WOOD STRUCTURES • 1-1/2" MN. PENETRATION INTO WOOD (HEAD/S!LL/JAMBS;.'•: THRU 1 BY BUCKS INTO CONC. OR BLCCKS 1-1/4" MAN. EMBED INTO CONCRETE (-lEAD/SILL/JAMBS) 1- 1 /4" M.N. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1 - 1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAM'-DADE COUNTY APPROVED 1"JLLIONS OR INTO METAL STRUCTURES (HEAD/SILL/.IAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1'/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MiN, WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. r t V I� I� 0 Z �t3' O z QI (Y Q� �uJ (DI d ¢ 0 Q: 0 c) fCL N Q 0 V=1 h V p ui r1 cy O QdFOa 0 NI, Z u1 5 k J • uj c• N ••• m • ,n ••• •••. LO ( a •••• 0) • rn • I � • �I. • • • � Uj o • -� I=' cti XI IoLLJLi J a = N p j V) f L I J 1 w z CZL w �n cn O o L' _ 0 IL`' C�pQ Iw U�r V CIE w CL '., O', J u U a' - U) C U G Tom' I I p O N �— drawing no. I wl 0-03 `sheet 4 of_9 ��r�, FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCH SEE E FOR SPA( M ETAL STRUCTURE TYPICAL ANCF SEE E FOR SPA 1BY WOOD BUCKS 1/4" MAX. 1 /4" MAX. 1/4 " MAX. B':jCK WIDTH 1/4" MAX. SHIMS - - - 5F;IMS MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH i 1/2" TYP (PICAL ANCHORS EE ELEV. DR SPACING 16Y WOOD BUCKS ;Al_ ANCHORS ELEV. SPACING ---- L J 10 o z co o z �IQ F' w m i Q N 2 FLANGE ADAPTOR FRANIF moo o o 0 2 c't ` M CL o eq L j 0 0 UT �! a � g 10ac¢� O uN� 0 w. .. (A i • • �•z o ••••• Lu so 9 p- r •••••• • y co 00* •••• •• •• �• [n •• ••• f+'{ I (O i • rz •••••• mw �• • � • • • • • jw !Icr ki Ln M rn Z D cn O O 1 a "' � C� pQ LJ w o � . it p,a of Ih ' 1NTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH. FLANGE FRAME AND FLANGE ADAPTOR FRAMES. i'�a a to :,Jjo oator�j��, 13. v » � --ATE DP drawing no. W10-03 5 of 9 TYPICAL ANCHURS SEE ELEV. FOR SPACING 1BY \ WOOD BUCK EDGE, DIST. I x�� SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL D�; Esc EDGE ;DIST, 4 1BY WOOD BUCK T cn T z w E6 X _ Q TYPICAL ANCHORS �. SEE ELEV. FOR SPACING METAL j STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV, FOR SPACING 1/4" MAX. SHIMS F- t L, M3' BUCK WIDTH w 1 0 0 r iE3� EB; EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STF,UCTURES WITHOUT THE NEED OF A WOOD BUCK, 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2-/e THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. X EDGE N � LO TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH u I EQUAL LEG FRAME � �4. IU _ _ _ L l p j I MIAMI-DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS j SEE SEPARATE NOA j W II II N d I I EDGE DIST. Q it d N MLI IL cc> - - - - - - - - 1---------J 41 U. v L "4 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MU LICK & MULLION ANCHORS SEE SEPARATE NCA BUCK WIDTH cy M M ! o 0 H 0 • • •LL M J 00 10 :• • :.... .... too:W • . ... . •••• LO • �L•�.•. ,n • • • • ••••• s Li • � ' 1� Ow pi 3 N —14 X1" FP!. SMS. w J O Z_ 'D ?� F-- Z z i V) O 0 W I 7D O Q J w , C.) UJ U I iz m I© of ?� O U _ CL LL w Q W G. z TYPICAL AN SEE ELEV. FOR SPACING L ` a C U n fi 4 14 �. 2', SK 3V�li`1'a _2\,1--- �- .Cl.N l' ` } +E`;-.-rF OF ' drawing - no, W10-031 of _9_ ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 'C II TYPICAL ANCHORS -SEE ELEV. FOR SPACING l Z 1 ,,1 /2° I f � xl \ Q �I BACKBED CAULKING J V I I I SWEEP LOCK OPTIONAL TO �, EGRESS LOCK ,E AT SILL D i � 1C21 -iOUSE WW-'� NOT B`' CGI z W z Y U D m (14 Z_ WOOD STRUCTURE NOT BY CGI V 14', BACKBED CAULKING a Z CL CJ TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. _TYPICAL ANCHORS: SEE ELEV. FOR SPACING 18 SM (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD A) irk' HEIGHT FIN FRAME z m �' M � ',J1 0 M (U z: Iss W y ' Id 2 a 0: 0 V 0 O � M U I a N W X; N Q W O L) N V owe cr 0 - 0 ado �I 4�S N Np N Q'� '• a • •••• • • �• W y •••• � �i(`3.0� � i •• • ••.••• Q•z (4 1••••• ..I • 4! 0)!�" 91 j • • •• •• \ rn •••••• lr • go so ' • ' U • _ 1/4" MAX. = O x GAS MIN. -0 m j oI0=tea i � r` m I �Ntoin to _ I W O V') M Z U 'u7l) i W LL i, O O :� z O J o W: (A no W o iU o ` C. I rC7 z1�z i ff1 I O j M,O�n fnl '!G Cl.jff! a, O.a lm.. 1? e _ 5 .' `� drawing r:o.�� W10-03 (sheet 7 of 9 � i ITEM PART # QUANTITY DESCRIPTION E1 CGI-100 1 FRAME HEAD E2 CGI-101 1 FRAME SILL E3 CGI-102 2 FRAME JAMB — E4 CGI-103 1 MEETING RAIL E5 ( CGI-104 1 j LOCK RAIL E6 CGI-105 1 j HANDLE RAL E7 CGI-106 2 SASH RAIL E8 CGI-107 AS REQD. AS READ. j 5/16" GLAZING BEAD E9 CGI-108 0.700' GLAZING BEAD E1O CGI-109 AS REQD. CGI-110 AS REQD. CGI-135 I 1 CGI-136 2 CGI-137 1 - - CGI-605 _ OPTIONAL FRONT FLANGE ADAPTOR E11 NAIL FIN ADAPTOR E12 FLANGE FRAME HEAD E13 FLANGE FRAME JAMB FLANGE FRAME SILL E14 E17 SCREEN FRAME VI CGI-382V M2 CGI-111 M3 CGI 112 M4 - M9 :;SUPER BOOST M10 - M11 W2320ING M12 CGI-129 AS REQD. OPTIONAL AS REQD 2/ UTE 2/ WDW. i 2/ WDW. I AS REQD. 1/ KD14. Mi3 CGI-13I_ - 2/ WE4 M14 E26018WN M 15 CGI-1 33 �4/ WDN'. M16 CGI-130 ',A30730401-32 2/ WDW. 1/ WD'W, 2/ WDW. 2/ WDW. 2/ WDW. 2/ WDW. - 2 OR 3/CCRNER M17 M18 CGI-132 CGI-125 - 146-6 CGI 134 - M20 M21 M22 M23 S2 S4 _ 4/ WDW. S5 - 2/ WDS. S6 - 2/ LOCK -- —_--� - -' RATERLAL MA-NF./SUPPLIER/FEMARKS 6063-T6 - 6063-T6 - 6063-T6 - 6063-TS - 6063-TE - .i -- - 6063-T6 - -- 6063-T6 6063-T5 - 6063-T5 - 6063-T6 6063-T5 - -__i- 6063-T6 - 6063-T6 _ t 6063-T6 - - -• • • j 6063-T5 GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) SCREW COVER WUAL LtG UUVLN/SHIM, 3 LUNG Al ANGHUK LOCATIONS SETTING BLOCKS SPIRAL BALANCE BLOCK/TACKLE BALANCE PILE WTH CENTER FIN EGRESS LOCK HAND-E RAIL END CAP D BULB-T SLOT SASH GUIDE(SPIRAL BALANCE) SASH TOP GUIDE(SPIRAL BALANCE) CAM LOCK SASH STOP, 2" LONG SASH CAM (B/T BALANCE) B/T BALANCE TAKE OUT CLIP WEEP COVER SILL SPACER PVC PVC PVC EPDM WOOL ALUM. NYLON PROTOTYPE OR EQUIV. ...•. DUROMETER 80±5 SHOJEC! BSI OR EQUIV. SSI OR EQUIV. • ••' ULTRAFAB OR EQUIV_ - S U LLIVAN M&M PVC ULTRAFAB OR EQ- IV, NYLON M&M - NYLON M&M ZINC TRUTH OR EQUIV. PVC PROTOTYPE OR EQUIV NYLON M&M - I BSI OR EQUP✓. NYLON i AMESBURY OR EQUIV PVC PROTOTYPE OR EQUIV 10 X 1 1/4' LG. PHL. PH. SMS, ST/ST. ASSEMBLY SCREW j - - 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW 8 X 1" LG, FH. SMS. ST/ST. SPIRAL B. ASSEMBLY 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK u to U 0 z as 3 0z z a� �Nla �00u0 0 d " xi 0IS(:n:1M f` 0 Q L m i cr 0 adQ H 0 :3 t, i• � .• o(n Z ° N �L _ C �`02 m (7 fL• J/ Z m Q w i Q u � F- VI • N I \ 0) J f' UC to 1 •--o • ice''.••+ �' 0 s O 0 w x < Q C o II O = N o U) L � 3 CNI 0 z zLf N li p o 17 I� U�Qw � � o o'h c� L' T � a _• y a U Y I drawing no. W10-03 sheet 8 of 9 i •st• • • 2.505 1.745 L�J� 745 _.065 TYP. -- 1.015 FLANGE FRAME HEAD 3.675 1.4129 1.000 IEI FLANGE FRAME SILL .500 1.301 2. .811 3.175 - 2.505 i 1,2.811 1 45A� �} .745 065 TYP. -;~ 1.015 h FLUSH FRAME HEAn .5 2.440 .065 1.550 1.680 ,050� 1 .395 ;E NAIL FIN ADAPTER 1.007 .74 5 .065 �� 2.113 TYP. t 1.368 75 1.015 �w 1.220 1 E4 MEETING RAIL --1.220 FLUSH FRAME SILL 7-- 301 1.043 o; .745 -a .745 - �- 2.846 2.346 \t3) FLANGE FRAME JAMB �J FLUSH FRAME JAMB -490� 120-�' 705 050 Tyr. i r C --. ��5 - 050 TYP. 864 k .864 5/16" G;_AZI' G 6EAD 700" GLAZING BEAD r- r.180 .o5o p = 1.449 1, 2 .060 �1.413 M3 ; M 19; FLUSH FRAME COVER �; SCREW COVER LE5 _ L rv� 1.7sa .065 TYP. s 1.015 B- LOCK RAIL 2.195 .oss 1.043 TYp. I i i i 1.015 h E\' HAND RAIL 1.395 -�- .745 1.025 .065 1.015 U SASH RAIL fi 1.892 FRAME TOP CORNER - 1.450 -.180 55a_ L .050-i Ems` FLANGE ADAPTOR U col �- J CD _ 0~ �ol Z 'N z Q cv �, � 0 p�M o UI N .. a wLa r` V La o ' C p IL La tq Flo Z4"eofcp� / .• U.N •-•0I . % 6 i ..... • •••••• j..1�Q �I� I Q w a) tW- • .•••• VENT TOP CORNER •••• ��.-_" `� • VENT BOTTOM CORNER w iP •••• r-.- - 0•04 Cf I N • ••••�• ( • QI • • • • I .� is • • • f-J .. .. • Ln X V? li 0 Lli s2' U Ln r` w p z z iC O raj V) O �- 0 3 Q J w� L r �74 EOF �u drawing no. 6R;D w 1 0 - 0 3 `sheet 9 of 9