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REV-18-2119
BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village '�'�' Building Department AU 0 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. All Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 200 Master Permit No.RC ( Q� — 11 Sub Permit No. ,Cy 1 1;-Z119 ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION [-]SHOP CONTRACTOR DRAWINGS ��n JOB ADDRESS: � � R2S / / City: Miami Shores County: Miami Dade Zip: 2 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Aelt>��� . Phone#: %9 1979 v/Y Address: 67740 15�w Z A',t-- C City: /n1 U-�41 State: Zip: ✓ 3 �J� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: VeM4- 4*AlWm Phone#: �b5'V3 -1 ?V Address: w&I-r City: i VJ411u A State: Iw Zip: �• Qualifier Name: Phone#: State Certification or Registration #: 66G *M�0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ C% Square/Linear Footage of Work: AO Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑_Demolition Description of Work: 4-nyloo -fy G1nrr�DiC NCB/-J . j Specify color of color thru tile: Submittal Fee $ Permit Fee $ ' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 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 reinspection fee will be charged. Signaturd55 Signature (/lJ OWNER or AGENT CONTRACTOR n 0 0 ZMo�' M W The foregoing instrument was acknowledged before me this day of 110RQ5T 20 49' by who is personally known to me or who has produced �pr1�el5 GAC&4-6 as identification and who did take an oath. NOTARY PUBLIC: 0 eV o try Public Sta lorida Sign: s a am163766 Pri o es o The foregoing instrument was crfowledged before me this � day of 20 &- by LOW - k4*111 Ot who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: LL 40 �N N 'Sign:_ g Print: yCcA, [GG 103768 a - _ � ca Seal: $ 'Z: ' a U^Aop APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RE AU 0 9 1018 nn JCL MIAWDADE MaAf -DAD>E COUNTY, FLORIDA NNW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINMEATION DIVLSION T (786) 315-2590 F (M) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County.p. R- Product Control Section to be used in Miami -Dade County and other areas where allowed. by the A49iity Having Jurisdiction (AH1). • • .. . This NOA shall not be valid after the expiration date stated below. The Miami-Dwtev County.R?Q&ct Control Section (In Mann -Dade County) and/ or the AHJ (in areas other than Miami'D2tlWCounty) reserve the right to have this product or material tested for quality assurance purposes. If t1A' uct %- Meted al fails to perform in the accepted manner, the manufacturer will incur the expense of suct"19ting and'the•AHJ may immediately revoke, modify, or suspend the use of such product or material wi leir juNslitd1jon. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Qpgnty0Produci Mtrol Section that this product or material fails to meet the requirements of the applicable bvildtng code., • This product is approved as described herein, and has been designed to comply with th@ Floridlt•BJ41ing Code, including the High Velocity Hurricane Zone. •..' : .. • DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.L • • • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.MSJ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1. 4 through I l of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Ai-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 kxla-7A herein. of this NOA shall be considered after a renewal application has been filed and there has be o ]range ' the applicable building code negatively affecting the performance of this product Q`a ON of this NOA will occur after the expiration date or if there has been a revision or char o C`�ia s, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsemi t, for sales, advertising or any other purposes shall automatically terminate this NOA. Faili lye any section of this NOA shall be cause for termination and removal of NOA. YgRnf MENT: The NOA number preceded by the words Miami -Dade County, Florida, a F v4pid a expiration date may be displayed in advertising literature. If any portion of the NOA lae CIO_ t n it shall be done in its entirety. N- A copy of this entire NOA shall be provided to the user by the manufacturer or i d shall be available for inspection at the job site at the request of the Building Official. NOA No. 1541929.13 and consists of this page 1 and evidence pages E-1, E 2, E-3 an fl n n It 41 approval document mentioned above. ��� documentation was reviewed by Jorge M. Plasenda, P. E. Q Q NOA No. 17-0918.09 c0L97Y Expiration Date: September 22, 2020 ,012i b-) Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN TTTED 1. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through i 1 of 11, dated 03/29/10 with revision "G„ dated 05/02/16, prepared by Al Farooq Corporation, signed. and, ealed•ly-T"ad Ahmad, P.E. • • .. . B. TESTS •••••• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201 94 . • • • • 2) Uniform Static Air Pressure Test, Loading perM�, TAS 262.94 3) Water Resistance Test, per FBC, TAS 202-94.'.. • ' •; • • 4) Large Missile Impact Test, per FBC, TAS 204 -94•; 5) Cyclic Wind Pressure Loading, per FBC, TAS 20 Wi3.94 ...... 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 •. . along with markedup drawings and installation diagram of a series Seniine1.120 aluminum horizontal sliding window, prepared by Certified Test Laboratones, 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 20394 along with marked up drawings and installation diagram of a series famed window, to qualify DuPont "Butacite" PVB interiayer, DumsealOD and Super SpacerO 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, Durasea.10 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. 1S--05I2.05) orge 1VL Plasencia, P. E. Prod et Control Unit Supervisor NOA No.17-091&09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Rerjo4:Alo. CTLA-3056 WC, dated 04116/15, signed and sealed by Ramesh +C Vattl, P.E... • (Submitted under previous NOA No. 1 S-051205) • • • • • • • • •' .' 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 ..• 2) Uniform Static Air Pressure Test, Loading perM TA&202194 3) Water Resistance Test, per FBC, TAS 202-94..... .. 4) Small Missile Impact Test, per FBC, TAS 201 •;4. 0 • . ; . • 5) Cyclic Wind Pressure Loading, per FBC, TA$02Q3;94 . 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202 94 • ; along with marked -up drawings and installation diagram ot. a• *series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory] �.LC, Test Report No. HTL-0080-0102-10, dated 06104/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5� Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Mami--Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "ButaciteO PVB Glass Interlayer" dated 04/25115, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. OeTge M. Plasencia, P. E. P—M t Control Unit Supervisor NOA No.17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMT17ED E. MATERIAL CERTIFICATIONS (CON HUED) 3. Notice of Acceptance No.14-042315 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-042317 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. • • F. STATEMENTS "" • • • • • • • 1. Statement letter of conformance, of complying with FBC 51 EdrtW 12014) an& of no financial interest, dated 08/17/15, issued by AlF arooq Co fl�ratiti sa$d Wed .i e .... by Javad Ahmad, P. E. . , • 2. Laboratory compliance letters for Test Report No. CTLA-3062 Wr'dated'pj/J�?/15, issued by Certified Test Laboratories, signed and sealed by RamtSh J.-Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15,:4gp;4 by Jaime Gascon, P. E., Section Supervisor. • • 4. Laboratory compliance letters for Test Reports No.'s CTLA 3056 W4• 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 IV& 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. HT"080-0102-10, 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 I 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. PraOuct Control Unit Supervisor NOA No. 17-091&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. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE • • • • 1. Miami Department of Regulatory and Economic Resources WM. • • • • • -Dade .. • . E. MATERIAL CERTIFICATIONS • • • • • • • 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America We for tN& • . � • • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer�;01/1V/17, "; • • ,.dgVd expiring on 07/08/19. ' • • • .. .. .... • • • • • ...... 2. Notice of Acceptance No.14-0916.11 issued to Kuraray Americo f. for their • "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, 6xpiriflg on Q7({1l18. ....:. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chem;cal•C'ompaby (MA) • for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers 4.#h,*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 to FBC 51 Edition (2014) and FBC 6th 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 415-0929.13, expiring on 09/22J20. orge M. Plasencia, P. E. Pr act Control Unit Supervisor NOA No. 17-091&09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 E BUCK WIDTH 8 1/2' 13 8/18" x. HEAD SILL S•, MEAD SILL MTG. SMUE 6 - ' \ e n • c J I I - _ L i� II 1 I II 1 \ FALSE MUNTINS (SURFACE u 32 7/8- 32 7/8' O.L.OPG. D.L OPG. 38 3/8" SERIES SENTINEL I20 ALUMINUM HORIZONTAL SLID .WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 k 3. PRODUCT REVISED n APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS .• ••mplyIny with the ►World• Coding C•d• No"*. 17-0910.09 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS lapiratlen-rZ/2020 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL M •I m • uo •ninT WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2014 (VH EDMN)/2017 (8TH EDMON) FLORIDA LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H'M2). INSULATING LAM. GLASS iSY OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT iY To THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION��11��StS5'Wj�ji" SPACED AS SHOWN ON DETAILS AND INSTALLED PER MAWrS$NSLl RUCTId10 SPlOFRO EMBEDME14 TC♦I A5E• • SMALL MISSILE IMPACT ��yy yp{` L' "' ' 1` 1 / N Y MATERIAL SHALL BE BEYOND ALL DRESSI 01� vwco• • • A LOAD DURATION INCREASE IS USED IN•D=SIG% &• qwM WOOD ONLY. r:' U�N•4F''•• ALL SHIMS TO BE HIGH IMPAQLT•A bN-1E••T:ucomD•No*-c(;PR� fl4E. • • \�� i ' MATERIALS INCLUDING NOT UMITED TO stuL�l•'.AAL SeREWS••TH/f • • BUT COME INTO CONTACT WITH OTHER DISSIMILAR MAITEPWS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE 4 ADOPTED STANDARDS. _ K` THIS PRODUCT APPROVAL GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SRE SPECIFlC�CT. I.•. Nt.NE SAfiTY QF•THIS._�000CT. ADEQUACY OF ' OF STRUCNRE RECE TINS PROSUCT AND TEAMING QPENIN• FOR . '• Dr.•:�, �nqD WATER INFILTRATION RC99ARCE ET•. • • • CONOITIONS NOT SHOWN III THIS OWWINOrvcr•TE E AAL*W SEP•RATBLY. • - • • i S�/�A` � • G, AND TO BE RENEWED Sir BWLDNCOASM • • • • 1t 11 ••• • • • • ••• • 00 ••• 0 •• •• Growing no. W10-18 TYPICAL ELEVATION ,,, 110" FLANGE WIDTH FLANGE WIDTH I 8` n = n MAX, — S• MAX.I , �L MAX.e`^ � MEAD/SILL ryp, HEAD/SILL e _ MTG9TILf 1 _ UYC. STILE 'C it { a {{ F po e 6 ii /. II a �. a s•a II' a- __xx_ I�xx��x {%:az<az �i G �� i II II VVVC D J I i{ I� _ _ • 6 :csry�s cz ss sc3lsmsac_.II x_ _ •. '1 II _ - I - I II II ' M i�r li II II II 1 Sj II J � u FALSE MUNTINS _ - AODI. ANCHOR REOD. FALSE MUNTINS ADDI, ANCHOR REM,�1 (SURFACE OA�a 24 1/2" 49 6/e" AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2• 49 n/e• AT CENTER OF ALL PANELS ^ D.L. apa. FIXED OR OPERABLE OPTIONAL G, D.L OPO. FIXED 0R 0• PANEL OPNEL WIDTHS Est ABOVE 30' PANEL WIDTHS ABOVE 3 2e• AT HEAD/SILL 2e• AT HEAD/SILL V VENT IDTH VENT WIDi C N Fr eT1rF x. MANGE ADAPTOR FRAMF. EQUAL LEG FRAME BUCK N BUCK WIDTHy' 8 MAX,6' MAX. AX' HUD/SILL HEAD/BILL STILE e `\ n H. I II it p � eM I� n 81 B II a ii i{ 6 �j � I/ II ., II •/ alai n u xoz< kzcz: cs:c c34.x. _=-xttx ____ II j� Ij r/g� u s AT. all • • • • • i • • • • • 0 • • e • o0ol•Uvlyyl�1��yyR•1EeR� PbAd• ` 'F06g2 yy8 - r FALSE MUNnNS NOA-No. :7-0918.09 - B (SURFACE API'UtD 24 ,/2' 49 n/e• - 0.1.. OPC, D.L. OM • • • • Cxplratlon Dat• 9(22/2020 OP �((A�: drawing no. 10— MV— VENT WIDTH FIN FRAME • • • • i • • F.e :... • YF 1 eh•et of • • • • ••• • • • • ••••• • • ••• • ••• • • • ••• •• ••• ' DESIGN LOAD CAPACITY - PST (XO OR OX SIZES) FIANCE DINS. BUCK DIMS. sm. B'Y0. RAIL B.D. WIG. RAIL 91A32 TYTD1 'A'k'AI', 18'11,181• mm mills '9' 1 .11, WIDTH HDCHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' 37• 3- 51/8' 74• 20• 25-1/2' 34. 52-1/8' 1 73`r 26` $&a 63.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 e5.0 e0A 60.0 65.0 65.0 80.0 60.0 25-1/2' 37' 53-1/8• 74• -3/6. 25-i/2' 36' 52-1/8 73' J7-3/6' 95.0 6610 $0.0 00.0 86.0 65.0 $0.0 00.0 65.0 65.0 00.0 00.0 05.0 03.0 60.0 90.0 28-1/2' 37' 53-1/8' 74' 50-5/8. 25-1/2- 36^ 52-1/6' 13' 42-3/8' 68.0 $3.0 $0.0 90.0 65.0 85.0 60.0 90.0 66.0 $&a solo 90.0 63.0 65.o 80.0 90.0 26-1/2- 31' 83-1/8- 74' 25-1/2` 36• 52-1/6^62' T3' 65.0 66.0 80.0 90.0 5.065.0 90.0 90.0 .065.0 [1-.2 80.0 90.0 .1 60.2 $0.0 90.0 (1 ,�2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PS? (X0 OR OX SIZES) FLANOE DOTS. BUCK DD/S. M. IM. PAL H.D. 1M. EAII. R,D, MINI. RAD, CL166 TITRS 'A•k'AI', '9•kll, Q= Tym '6' k 11' GLLt9 TYP66 'C' k 101' WIDTH MEW Y60TM HEIGHT e(T.(+) INT.(-) E + INT.(-) -. + INT,(-) 88-3/4' 8-15/16 63-1/2` 26• 34-3/4' 7-15/1e 62-1/2' 25- 85.0 65.0 mo 80,0 65.0 $$.a 63.0 $5.0 90.0 9010 65.0 65.0 65.0 65.0 e0.0 90.0 65.0 06.0 58-4/4' 6-15/16 63-1/Z' 38-3/6' 54-3/4' 7-15/16 82-1/2' 37-3/8' 65.0 03.0 80.0. 90.0 65.0 45.0 65.0 63.0 80.0 90.0 85.0 65.0 68.0 55.0 40.0 ".0 65.0 65.0 35-3/4' 8-16/16 63-1/2' 60-5/e' 54-3/4' 7-13/16 82-1/2' 49-5/6' 65.0 83.0 80.0 00.0 05.0 85.0 - - - - 65.0 $5.0 - - - - 65.0 $6.0 1-3/4' 6-15/18 63-1/2' 63' 54-3/4' 7-15/10 82-1/2' 62' $5.0 65.0 80A polo $5.0 66.0 - 68.0 ".a (Iy (2/3W) C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' ' TYP. 5 Al TIP. BUCK 11MGE FRAME F111d .FRAME FLANOF M m e4 E4 MTG. RAIL' fJ.O. MTG. RAIL• NOTE: GLASS CAPACITIES ON THIS SHEET ARE SUCK DIMS FLANGE PTOR FRAM JACE Diu PRODUCT REVISED n o•mp In wlta the Florida Solid NOA-M. 17-09111.09 lnplratlon Date 09/2212020 By MIamFD*:! pr not Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • / • • • • • • • • • \� of �. • • • • a • • • • v ''Ve9N BASED ON ASTM E1300-09 (3 SEC. GUSTWe e • • • AND FLORIDA BUILDING COMMISSION • • • • DECLARATORY STATEMENT DCA05-D%-t19 • e e • • • • • ••• • • • • ••• • • e • drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XOY SIZES) n ANGE DIMS. DUCK DIPS. M. MTG. RAS N.D. MTG. IIAIL OAST Tym TVA111 1BA1l' CASs TYPt9 11 A 'Jill W10TH HEOO WIDTH HEIGHT EXT,(+) INT.(-) -.(+) INT. - 74' 10S-1/4' III" 26' 73' 105-1/4' 110' 28` 65.0 OAO 60.0 00.0 06.0 65.0 solo 90.0 85.0 06.0 solo 00.0 74• 106-1/4' 111` 38-3/6' 7s" 1oe-1/4" 110' 37-3/8' 68.0 80.0 00.0 [105.: 65.0 $0.0 polo 65.0 65.0 00.0 90.0 74' 106-1/4' I11" 00-5/a' 73' IDS-1/4• IIo• 49-5/8' 65.0 65.0 10.0 00.0 05.0 65.0 80.0 00.0 6s.0 45.0 1 60.0 1 so-0 74• 106-1/4' I11• 53• 73" I03-1/4• 110' er BS.O 16.0 60.0 90.0 61.5 21.6 50.0 Solo 00.0 00.0 00.0 00.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH IXOX, DESIGN LOAD CAPACITY - PSF (XO% SIZES) FIANGZ DIMS, BUCE DINS. BID. MTO. RAIL B.D, WW. RAM N.D. MTM. RAIL OA99 TYPES TwAl', 1'A11' 61A87 TYPtB 11 A 11, MASS TYPES '0' A TV WIDTH HEIGHT WIDTH HOW W.(+) INT.(-) E%T.(+) INT.(-) INT.(+) INC.(-) 74• 106-1/4' ill' 26" 13• 108-t/4' 110• 25' $3.0 66.0 6D.o 90.0 65.0 85.0 68.0 66.0 80.0 60.0 68,0 68.0 65.0 6s.0 80.0 90.0 8E.0 65.0 74' t0a-1/4• 111' 36-s/e• 7Y 105-1/4' Ii0' 31-3/6• 60,0 Bs.o Solo 90.0 65.0 88.o 68.0 66.0 90.0 90.0 0.0 60.0 6a.0 88.0 $0.0 90.0 4310 6610 74' 108-1/4' 111'I 80-8/8' 73' 105-1/4• Ila• 49-5/5' 6510 65.0 00.0 90.0 0&0 65.0 - - - - 65.0 65.0 - - - - Oslo 74• 63' »• 108-1/4' BZ' ••.o e5.0 80.0 Salo 6e,o - - - 86.0 M108-1�4- (1/4W) (1/2W) (1�+ N OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' TYP. BUCK DIM )1` TYp. DK DIM KI. ANC FReM�PQLJAL E • F AM FLANGE I E6 E4 &�4 SIT) MTG. RAIL•. (LTG. RAIL: PRODUCT REVISED u efm le with the FWd• •uIldln0 A Now-N•. 17-0918.09 laplrftWf Dstf 0912=020 y MaY ue o6�•T- 9 IM FLANGE ADAPTOR FRAME FLWE FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • •• • • • • ••• "i • • • • • • • 06 Odle •• •• • • ••• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. -PUSTW • AND FLORIDA BUILDING COMMISSION• • • • • • • DECLARATORY STATEMENT DCAO5-DL•C-t19 • • • • 669 • • • • • • • • • • • • ••• • • • ••• • • %NU 1x . 7�061q OF drawing no. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DW. M. IlT'0. RAM B.D. MTG. RAIL Gulls Tyru TW&I'• i'8'61' Ouse TYPIS 18, 8 ,81' WIDTH HEIGHT W.(+) INT.(-) W.(+) WT.(- 25-1/2' 38' 52-1/8" 73' 2S' 66.0 03.0 60.D $0.0 66A 85.0 50.0 80.0 65.0 65.0 80.0 80.0 1 68.0 65.0 840 80.0 25-1/2' 36" 52-1/8' 73' 37-3/6" $5.0 65.0 60.0 50.0 65.0 $5.0 80.0 80.0 66.0 65.0 50.0 00.0 03.0 45.0 80.0 50.0 25-1/2' 38" 8' 62-1/ 73' 46-5/8' 654 85.0 80.0 110.0 66A 05.0 80.0 00.0 $5.0 65.0 50.0 80.0 05.0 65.0 80.0 80.0 25-1/2" M. 52-1/8' 73' 52' 65.0 85.0 00.0 $0.0 6s.a $5.0 solo 80.0 68.0 66.0 50.0 00.0 00.2 e0.2 80.0 solo (1/2W) (1/2• ) 0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' SUCK Dims FIN FRAME DESIGN LOAD CAPACITY - PSF r (XO OR OX SIZES) BUCK DEN6. 6TD, MTG. RAM H.D. M. PAM B.D. NTO. RAM cuss rues 'A'6'AI', veal, Gua ma V k 11' Gush T1TE6 'C A TV WIDTH HEIGHT ca.(+) It(r.(-) DEL(+) 54-3/4' -15/16 82-1/2' 25' 65.0 $5.0 solo 60.0 63.0 $3.0 03.0 0&0 60.0 6o.0 $5.0 65.0 $5.0 65.0 solo 80.0 0.0 68A 64-3/4' -15/16 82-1/2' 37-3/8" 68.0 65.0 80.0 80.0 65.0 $5.0 65.0 66.0 80.0 80.0 65.0 88.0 65.0 6'3.0 80.0 00.0 05.0 88.0 54-3/4' -15/10 02-1/2' 46-8/6' 68.0 05.0 00.0 80.0 65.0 $5.0 - - - •• $5.0 65.0 - - - - 06.0 66.0 54-3/4' -15/10 82-1 2' 52' 65.0 65.a 60.0 $0.0 05.0 wo - - - - 66A d0.0 $5.0 5s,0 (I/3W) (2/31) O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED as aomP1 n with the Plorlds �ijssu 6Wldinp • NOA-No. 17-0911i 08 ., Explretion Data 20 F k tly ` R Mlem ee on g � �ry1ryry5 � IYy� -8 FIN FRAME • ......... I w .. ... • . _ N6. oe62 . NOTE: 64 [a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC, •GUST)• ' OF � drowinq no. AND FLORIDA BUILDING COMMISSION �6 • STATEMENT pCA05-DiC-�c19 • • • � • • • '• D�;.•',E1w w 1 0- 1 $ shut of 1 ,. MTC. RAIL: H.D. MTG. RAIL: DECLARATORY • • � � � � n L � Is • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCY DIIAB. M. MT'G, MIL B.D. A(TG, BAIL. Qum n?66 'A'A'AI', 1j1111' Gun Irm 13, Y 11' WIDTH HEIGHT EXT4+) INT.(-) EM. + INT.(-) 73" 108-1/4" 110" 25" 63.0 45.0 Bolo 80.0 63.0 65.0 90.0 $0.0 05.0 45.0 60.0 00.0 73" 103-1/4' 110' 31-3/5" 63.0 1134 w .0 so.0 W. 65.0 80.0 $0.0_ 66.0 43.0 50.0 810.0 73' 106-1/4' 110' 4s-8/8^ 65.0 66D I so.0 50.0 85.0 BD.O solo w.0 66.0 68.0 60.0 80,0 73" 105-1/4" 1 TO" 82' 68.0 05.0 80.0 so.0 SIX it I'll wA 609 $0.0 sox 80.0 wA (I/3W) (1/3W) (1/3Y) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' Su K 011,18 FIN FRAME DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCX DBl3. STD, YTG, MIL B.D. AATG. RAJ. B.D. 00. M6 CUSS TYM 'C691', Twill, Gum TYPtS '8• 11,111 GIAR TIP13 'C' A 'CA, WIOTH HEIGHT EXT.(+) IHT.(-) EXT.(+) INT.(-) EM.(+) INT.(-) 73' too-1/4' 110" 25" SSA 55.0 80A Mitt $5.0 85.0 65.0 65.0 60.0 80.0 03.0 63.0 85.0 56.0 80.0 00.0 65.0 65.0 73' 105-1/4' 110' 37-31W 65.0 66.0 80.0 $0.0 65.0 60.0 83.0 solo solo 80.0 65.0 65.0 63.0 63.0 80.0 $0.0 65.0 $5.0 73" 105-1/4' 110, 40-5/6' 65.0 $5.0 w.0 80.0 06.0 03.0 - - - - 63.0 65.0 - - - - no $5.0 73' no^ 83.0 08.0 60.0 60.0 "0 8�.0 810 05.0 ES E4 E4 STD. MTG. RAIL* H. MTG. RAIL- (1/4W) (I/2W) 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 OCA08-DEC-219 PRODUCT REVISED n eomytrkl• with the Fbrld• Building Ced• NOA-No. i 7"0918.08 a^ Exph•tlen Date By NI•m • uu ry a FIN FRAME b Y • • • • • • • • • • �� ``1 A)J. OF drawing no. • ••• �•• ••• ••• • .'' y/10-18 • • • • • • • • • • SS/ • • • • • • • • • • • r I111114 11 \ sheet of ) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" AIR SPACE 1/0' ANN. CLASS 1/6' ANN. CLASS 073' Mbrtayer Saflex CP With PET Cora By 'Eastman Ch"Cal CO,' 090' atedoyor SaMx Clear And Color Clan OBR 'Eastman Chemical Co.' 090' Interayor SentryGlas Sy 'Kummy America, Inc.' 090' InteHayer 7rmffol PVB By 'Kurcray America. Inc.' f-1/6" ANN. GLASS S99 995 AT 1/4 POINTS ON LITES M7 WIDER THAN 36' CLASS TYPE 'A' 5/16' NOMINAL LAM. CLASS 1/$' ANN. GLASS 076' Intorlayer Saflex CP W1th PET Care 0 'Eastman Chemical Co.' 090' Mtorl r Safls Clear Md Color Close & 'Eastman Chemical CO.' 0110" Intarloyer 1/4" AIR SPACE Sentrycax 1 By 'Kuroray America, Inc.' 1 OR 090' IMaayer 1/0" HUT SIREN-0 GLASS irosltel PY9 By 'gummy America, Inc.' r-1/S' ANN. GLASS HEAT STREN'D CLASS 075' Intorldyar Soflex CP With PET Cora Br 'Eootman Chemical Co.' MO" Intuloy.r Soft- Goer Ad Color Clan Sy 'Comb— Chemical Co.' 090' Interlayor Sentry0be By 'kuroray America, Inc.' R090' Intorlayer T.8"raraPVB By 'Kuy America, Inc.' f"1/6' HEAT STREN'D GLASS SILICONE OE 1200 y DOW CORNING 699 3 DOW CORNING 9995 AT 1/4 POINTS ON UITES M7 WIDER THAN 36' alAS3 TYPE 'B' 6/16" NOMINAL LAM. CLASS 1/0' HEAT STRE:N'0 GLASS 075' IntarLoyyer Saflex CP Wtth PET Con By 'Eastman Chemical Co.' 090' Interlaya Saflex Clear Md Cobr Caw 8v 'Eastman Chemical Co.' 000" Interfayer 1/4' OUR SmtryGWe Oy 'Kuwroy America, Inc.' 090" InbHnye 1/6" HUT STREN'D I TroeNol PVB By 'Kummy America, Inc.' r•-1/B' HEAT STREN'D GLASS F SILICONE ONE GE 1200 yr200 DOOM CORNING 609 M1 DOW CORNING 997 3 CORNING 699 ,N CORNING 095 XL COCA SPACER XL EDGESPACER SSTT.. STEEL BY 'CARDINAL'SST. STEEL BY 'CARDINAL' *.70 BY 'OUANCX DURASEAL BY 'OUAIEX' G DQRASEAL E9 SUPER SPACER BY 'OUANEX' SUPER SPACER BY 'OUANDX' M7 AT 1/4 POINTS ALL SIZFS S ALL SIZES y` ♦SS TYPE 'Al' 0,70' OVERALL INSUL. LAM. CUSS ,{.LASS TYPE 'Hl' 0.70' OVERALL INSLA. LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'At', '91' At 'C1' MUST BE TEMPERED. 1/S" HEAT STREN'D GLASS 076" Intel)ayef Saflex CP W1lh PET Core d'Eastman Chemical Co.' 090' lotorlayar SentryGae 9y 'Kuraray AmedcR, Inc.' r1/8" HEAT STREN'D GLASS DOW CORNING Bog DOW CORNING 995 O �WJOER ATPOINTS ON LR[9 M M7 THAN 36' QLAca TYPE 'C' 5/16" NOMINAL LAM, GLASS 1/6" HEAT SMEN'D GLASS 075" InterIq Saflsx CP WNh PET Can OR 'Eastman Chomiaol Co. C090" Intarlayor ISernrycas By 'Xmmray America, Inc.' f-1/6" HEAT STREN'D GLASS PRODUCT REVISED {�pv as co nV NNOptlCods Wtth the Ptortel• .17-0918.09 a expiration Date 0012212020 C 7yy By INI•rr1 at vontroll aa HZ g�tg� 0 � Y F g SILICONE x? Ot 1200 rj DOW CORNING No Mt DOW CORNINO 903 XL T. EDGE SPACER • �ITE% BY 'CARDINAL' • • R C AQ�VP�C BY:0UR�IEX• • • Ell• 41UPLIA SPACLtI DO to 9UR.'» • • • • • • • • - M7 11'1/4 ObAT9 ALL MS • • • • • . LRS�_c TYPR ICL' 0.70' OVERALt•INSUL•L" CLASS • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 1J�N66" :vr'�i R lit ` drawing no. o► W10-18 TYPICAL ANCHORS • toy SEE ELEV. W006 BUCK FOR SPAdNO FIANGF & FLANGE ADAPTOR FRAME = --- =--=-=-=-==1 ys� ML1MI-DADS COUNTY APPROVED I I 0 I SEE SEPARATE NOA ANCHORS ---------------! SPACING 2 3 S" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY 001 WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELLv. FOR sPAallo 2-3/5' MIN. 1 /4" nL•- ULTRACON BY 'ET CD' ("177 KSI, Fy-103 Kill) T`' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU L 1-1/BSUCKS CONC. L 4"MIN.EMBED INTOCONCRETE(HEAD/SILL/JAMBS) WHEN USED THE MIN. WOOD SUCK 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) DEPTH SHAU. SE 21P. THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS GD•rER oR SEMM WOOD•UCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ' 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CA$) INTO MIAMI-OADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (8083-T8 MIN.) PRODUCT REVISED STEEL: 1/8' THK. MIN. (Fy - 38 KSI MIN.) as aomp In■ with Um Florlda (MEL IN CONTACT WITH ALUMINUM TO EE PLATED OR PAIRED) WNdlnr or7• MCA -No. 17.0918.09 1ypICAI EDGE DISTANCE ExpiratlonDa 09 / 0 0 INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. lAla ♦ ro uo •n ro INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR aWEIS SO . OM MIN. CONCRETE AT HEAD, SILL OR JAMBS id - 3000 PSI MIN. W>EPHOLES: C-90 HOLLOW/FILLED BLOCK AT JAMBS f rn - 2000 PSI MIN. W1 - 1/4" X 1-1/2i WEEP %L% At 4-,1/4r%OL:LSA:H • • • �N 1A1 irT END WITH PLASFIC COVER • • • • • �•..� • • �� JAR..• k W2 - 1/8" X 1/2' WELP•SLOI•tr � r 14' FROM `P*. ND •• � )P'• ���� W3 - 1/8" X 1/2' ALOP SLSI•Rr 3-tA" FROM EOCH•ENI►• • • • • • +, i• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • eiC drawing no. W10-18 Q CIO �►�VFill'! I WOOD @MKS EXTERIOR MIAMI-OADIE COUNTY J E—:• TYPICAL fOR O SEE ELEY. FOR SPACINU SCREENS OPTIONAL FLANGE F 1/4' MAX. SHIMS 1 1/2 W000 9 W000 STRUOTUR TYPICAL ANCHORS/ SEE ELLV. ►OR SPACING OALTERNATE ..00K L TO LOCK AUTH 1/4' MAX. SHIMS O© TYPICAL ANCHORS EXTERIOR c FLANGE ADAPTOR FRAME �ylrV 1 FLANGE ADAPTOR FRAME Q 1/2' Tw. 9 all 1 O N 3 SIZ ELEV. ..,..._.._ FOR SPA61NO INTALLATiON DETAILS SHOWN ON PACES 5 v,. AND 6 APPLY TO BOTH FLANGE FRAME AND NCE ADAPTOR FRAMES FlA r u x • M+RoepseryRlMSEtI• • • • • lalldl 4 CodowllR the Piorld• 8 1SY ' WOOD BUCKS NOA-No. 17-0910.09 �, drawing n o. ��18 T ' • 1110 lon O•t• V 20 i • • • • • • • BY • • • • • Al Sheet 0, of -111 - MI••1 a n • • • • I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL. EQUAL LEG FRAME j I MUJAI-DACE COUNtt APPROVED I lMULLION A MUWON ANCHORS I i SEE SEPAPATE NOA ____ I EQUAL LEO FRAME CAN BE INSTALLED DIRECTLY INTO WOOp, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. :I x-a/B' MIN, WHEN USSb THE UK WOOD BUCK W" SHALL BE 24'. THE USE DP 'I DEFTER OR t ra= W000BUCNB 0 /fAAInm. SEE CIM. FOR PRODUCT REVISED an •vmgyln wlth the ►lvrld• t1u11dInB CON rl al yi NOA-«u. 17 oSle.oa McpIr•tlen Dot* Ileity$020 5xb By • uO •n p n M"I-OADE COUNTY g _ APPROVED MUMIJUANCH w O SEE SEPAPATE NNDAM BWi di i . ......... . .. ... .. . .... TYPICAL. ANCHORS �^ ? • (ij •., ..,-.! SEE ELEV. • • • • • • • • • FOR SPACING • • • 000 000 • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. �t•; P�',p..� 11 W10-18 ILLUSTP.— nn a —u EXT. 0 NOT 81 HOUSE NOT BY I HOUSE W NOT BY i MIG6 ANCHORS MIC L ANCHORS: SEE ELEV. FOR SPACING I$ SM (fu . 74 NSI MIN.) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD FIN FRAME �%0_ PRODUCT REVISED N aemPlyylnnO� with the KI•rldn /ulHlno Cogs NOA-Ne. 17A91S.09 � g �. uplration Dote09/22/2020 u my „F Miam ue of G Rim c STRTURE 1/4" MAX. 000l SUCKDTH CC OAP 1/2' MIN. 1/2' MIN. OI N ggg C 2L E2 1 � Ug�� 1 eAcwED GUWNG i ii I A P�T - - -SCREENS air, ae�sz et HouSE WRAP NOT BY COI e EXTERIOR • • • • • • • • • �7 T w w u s 3 .. . . . . .•. .•v G .........Iq drawing no. • ••• • • • •• • • • • •' • • • • D •'' �� W10-18 • • • • •• • • • • • • ALA. 1 eMet of • • • • • • • • • • ill I 1 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED u umPl in with the ibrlh N0AA-tng N6. a• 17.0am09 P.R Amillon onto 09122*020 By Mlam a •u•1 on •• ••. • • • . • •• • • • • • • • • • V'^ t • • • • • . • • • • • ��:• VOBN,tq••. �� • • • • • • . • • • •. • • • • • ,.i • • EOF ?�•" • • • • • • • • • • • i AL • •• / 1 I111 G F A = Q O� _ M y C rrI O C O QQ n a� A CG H� • j �t6 u ii . • drowtnq no. W10-18 chief 9 Dt - IT1SY PART / OUM`ITITY Of9C111PTTON 1NAt'f1tfAL IGPIF./SVPPLIE%/RfMAR10 E1 Cd-t00 FRAME JAMB O FlXEO GLASS OOeJ-T6 CGI EtcTRUOER F2 Cd-1f] FRAME SILL Q083-Te CGI EXTNUOER to cq-tot - FRAME HEAD fou-Te cal ExrRuoat E4 COI-t0] MEETING RAIL 8003-T6 C01 EMRUDER ES COI-101 LOCH RAIL 0063-T6 Ca EXTRUDER !0 CGI-I0.1 MAN- MIL eoe]-1f CCI EXTRUDER E7 Cq-toe SASH RAIL eOeJ-T6 CGI EXTRUDER Es— CCi-107 - 5/16" GLAZING HEAD foeJ-ts Cal EXTRUDER !V CGI-IOe - 0.700' GLAZING DEAD 008J-T6 CGI CXi1tU0ER e10 cq-toD FRONT FLANGE ADAPTOR eoe]-76 ca LXTRuOER Ett cq-Ilo - NAIL FIN ADAPTOR eoe3-ro ccl EXTRUDER E12 CCI-I35 - IF FRAME JAMB .FIXED cuss w63-n CGI EXTRUDER CiJ C01-13e - TF FRAME HEAD 6063-Te C01 EXTRUDER E14 COMiJ9 - IF PRAMS JAMB 0063-70 Cal IXfAUDEA E10 CCI-140 - 1` MUNIIN f06J-79 Cal [XfRUOtR lie COI-14t 2.6' MULLION f0e3-TO C01 EXTRUDER E17 Ca-e00 SCREEN RUMS WBS-TJ C01 !%IRUDER Elf Cq�-114 SILL SNAP M 0003-78 CGI IXfWUOEA L19 Col-110 FILL FILLER e003-70 C01 EMRUOER E10 CGI-116 - FRAME JNAf eoeJ-Te C01 EXTRUDER [11 Cq-117 - HD LOCK MIL 0003-TO Cal EXTRUDER E22 COI,•IJf - IF FRAME FILL e083-T6 CGI EXTRUDER E23 COI-109 FRONT fIANGL ADAPTOR e003-Te CGI EXTNUOEP M1 CGI-3e2V - GLAZING YIXB VINYL DUROMCTSR 7!S-e0 SHORE A PVC - MT CGI-itt SCREW COVER (OPTIONAL) PVC - MJ CCI-112 3' • ANCNOR9 EQUAL LEG COVER SHIM PVC - M4 0.700' X 0.040" BEAD OE1200 SILICONE SILICONE OE M6 - 0.700' % 0.040' BEAD DOW 99e fIUCONC DOW Me - 0.700" % 0.040` BEAD DOW 690 81lICANE DOW M7 - 2/ LTIE BCTTINO BLOCK LPOM DUROMETER e010 fNOR! A MB - PROTCCTO WRAP WATCRpR00fIN0 OR SOON. - - MD ee4 ROLLER TRACK _ � - M10 COI-12B 2 PER SASH ROLLER HOUSING NYLON M11 W23201N0 PILE WITH CENTER FIN WOOL ULiRAFAB OR CWN. M/2 CGI-119 1 PER SASH EOIIESf LOCK ALUM. SULLIVAN M73 C01-131 2 PER LASH HANDLE RAN. ENO CAP NYLON MkM M14 Jot-N 1 PER SASH ANTNJFT BLOCK NYLON MAIM M1] OPTIONAL RlTICVUTED FOAM 30 PFl - - Mie CGI-t 34 JAMB SPACER PVC PROTOTYPE OR EWN. M17 AJ0710401-J7 i PER WD. CAM LOCK ZINC TRUTH OR EOINV. MIS C01-131 1PSR W0, 2' SASH STOP PVC PROTOTYPE M18 C01-111 • fR. HEAD SCREW CODER � PROTOTYPE M20 CGI-118 2PER SASH SASH CAM (B/T BALANCE) NYLON MkM M22 - VM16 M-FLO WEEP COVERS PVC AMESBURY OR f01JN 51 1 OR 3 PER CORNER 10 X t 1/4' L.Q. PHL PN, SMB. Si T. ASSEMBLY SCREW - - 53 1 1/4` EMBED. e X 1 1/1' lC. PHL. PH. SMS, FIN ANCHOR SCREW 54 - ♦PCR W0. e X t 2 RI. SMS, ST sr BALANCE 6MCKET sgtCw - 60 1 PER WD. / e X 1" lL'. Fli. SMS. ST >T. SPIRAL B• ASSEMBLY - >qS. O CCI-133 k CAM LOCK - S! - ♦ •M. RNL I f0 % 4' L0. PNL. PIL SAIS. ST/ST, ASSEMBLY MEETING PAL - SQ 2 PER ANRLIFT 10 % 6/e' la. PHL. PH. SMS. ST/ST, ANTIUF7 SCREW - ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB (MOVIN .811 2.600 .OB5 TW. L018 1.000 ,.74a FLANGE FRAME JAMB (FIXEC U FLUSH J FLUSH FRAME SILL FLUSH FRAME JAMB (MOVING, All 2.608 .0e0 TYP. Boo .24s FLUSH FRAME JAMB (FIXED) 1.015 1 I [�,.5jj .743 L f4 MEETING RAIL 1Jee oes 'rrP. 1 A 1.220 EB 1.043 LOCK RAIL 1.7e8 2.110 1.018 066 T9. t A20 1.043 f1t ALT. LOCK RAIL 1.892 .065 1YP. 2.199 1.043 HANDLE RAIL 1.01y ,.39s .746 O88 ,.o1s SASH RAIL E1J Oe6 � 1.660 1.6e0 .D60 1 A" Ett NAIL FIN ADAPTER SILL 1450 t60 0 _ .030 .490 T- 0801YP. .eed /18" GLAZING BEAD �.1eo ,aeo� .oee MJ FLUSH FRAME COVER 1-- ,7 Ay0 T1P .e•4 .700' GLAZING BEAD 1,4411 .19J .060 1.413 SCREW COVER PRODUCT REVISED as o.moMn! with tho Florida ■•Rd,n• Cod• NOA-No. 17-0918.09 Expir•don Dot• RVLRW1020 III,- Mlam •71proauct Gontrol •. ••• • • • • • •• I II III • • • • • • • _. • �.'. a V dMWing no... • • • • . ... , • • s ��•' �C s�Al w 10-1 s • i • i • i i • • �� sheet of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT With the MMdo 41 v NOA-*O Cede ! / NOA-No. 17.0918.09 i! rRpir"on D•es09122/2020 F FRAME TOP CORNER VENT. TOPIROTrOU CORNERS bl M to C n � # N � Lao 8_4 N RHO fill Ile 110: .00 All • • • • • • • • • J�,p Ay • FRAMF BDTfDM C.•RN R00 • • • • • • • • • • � �!,���� �� � R • • • • • •000 • • • �i • • • • • • • r ot< ,,,' �R� drawing no. FIXED MTG. RAIL CORNEk • • • • • i i i • • • • i ' R i AL aMet 1 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• • s• •• • •• •• ••• • • ••• • • MIAMhQADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulatioi materials. The documentation submitted has been reviewed and acce Product Control Section to be used in Miami -Dade County and other Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Section (In Miami -Dade County) and/or the AHJ (in areas other than I to have this product or material tested for quality assurance purpose perform in the accepted manner, the manufacturer will incur the expe immediately revoke, modify, or suspend the use of such product or m reserves the right to revoke this acceptance, if it is determined by I Section that this product or material fails to meet the requirements of th This product is approved as described herein, and has been designed Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Outswing Aluminum Casement Wit .APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-, (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, wit by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.l Product Control Revision stamp with the Notice of Acceptance numb Dade County Product Control Section. MISSELE IMPACT RATING: Large and Small Missile Impact R LABELING: Each unit shall bear a permanent label with the man model/series, and following statement: "Miami -Dade County Product noted herein. RENEWAL of this NOA shall be considered after a renewal applicat no change in the applicable building code negatively affecting the perfo TERMINATION of this NOA will occur after the expiration date or: in the materials, use, and/or manufacture of the product or process. Mi of any product, for sales, advertising or any other purposes shall autor to comply with any section of this NOA shall be cause for termination a ADVERTISEMENT: The NOA number preceded by the words followed by the expiration date may be displayed in advertising liter, displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to i distributors and shall be available for inspection at the job site at the req This NOA revises and renews NOA No. 15-0512.19 and consists of 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. APPROY-D MUM-DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidaft ov/economy governigg thg use o#; pppstructipp.... ed by Mla04)aade County RER - . • ms where eilawed b}%W Authority..:. Jami-Dadtlftnty ftaddetControl • uni-DadeWuonty) res W the rilrA If this pF git or maitnal' fails to ..0 e of such testjug and the AHJ may . • srial within their jurisdiction. RfilL.:. nni-Dade Cocmty P uct ContPol0 • • �pplicabletuilding cgde.. • 0 • comply with the Flo1fda' Building - L.M.I. 8 Alum Outswing Casement Wdw. *evision K dated 08/30/17, prepared bearing the Miami -Dade County and expiration date by the Miami- 's name or logo, city, state, Approved", unless otherwise n has been filed and there has been aance of this product. there has been a revision or change ise of this NOA as an endorsement itically terminate this NOA. Failure I removal of NOA. Miami -Dade County, Florida, and are. If any portion of the NOA is user by the manufacturer or its of the Building Official. page 1 and evidence pages E-1, NOA No. 17-091&11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Page 1 • CGI Windows and Doors. Inc. 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Ou sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dates 04110115, prepared by Al-Farooq Corporation, sign P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, 2) Large Missile Impact Test per FB 3) Cyclic Wind Pressure Loading pe along with marked -up drawings and installation dig window, to qualify DuPont `Butacite" PVB interlay insulating glass spacer, prepared by Certified Te; CTLA-30% WA, dated 03/03/15, signed and sealed 2. Test reports on: 1) Uniform Static Air Pressure Test, 2) Large Missile Impact Test per FB 3) Cyclic Wind Pressure Loading pe along with marked -up drawings and installation dial out window, to qualify DuPont "Butacite" PVB Spacer(O insulating glass spacer, prepared by Certif No. CTLA 3056 WB, dated 03/03/15, signed and se 3. Test reports on: 1) Uniform Static Air Pressure Test, 2) Large Mssile Impact Test per FB 3) Cyclic Wind Pressure Loading pe along with marked -up drawings and installation diag fixed window, to qualify DuPont "Butacite" PVB in1 SpacerlD insulating glass spacer, prepared by Certifi( No. CTLA 3056 WC, dated 04/16/15, signed and se 4. Test reports on: 1) Air Infiltration Test, per FBC, TA 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, per FBC,' 4) Large Missile Impact Test per FB 5) Cyclic Wind Pressure Loading pe 6) Forced Entry Test, per FBC 2411, along with marked —up drawings and installation d aluminum casement window, prepared by Certified No. CTL-3009WB, dated 03/24/14, signed and seale (Submitted under NOA # 14-0506.01) E-1 swung Casement Wdw. (L.M.I.)", 12/04/98, with revision J dated Led and Steed by g:jj -moo.... ...... ... ...... Loading�e ; P.BC T49 02-94' C, TAS 201,94 .. ..:..' r FBC, T49-263-94' •: • •' • • • • • • gram of:f Utts 7500 PVC fixed • . ,r, Dura ,ealcl and ' SpaceV ; t LabordtodeS, Test. Report 11tr . m• : by Ramesh C. Patef,-P 1 Loading per FBC TAS 202-94 C, TAS 201-94 - FBC, TAS 203-94 ram of a series 7400 PVC project interlayer, Duraseal(& and Super ed Test Laboratories, Test Report aled by Ramesh C. Patel, P.E. Loading per FBC TAS 202-94 C, TAS 201-94 - FBC, TAS 203-94 -am of a series 23 8 aluminum erlayer, Duraseal(& and Super d Test Laboratories, Test Report sled by Ramesh C. Patel, P.E. S 202-94 Loading per FBC, TAS 202-94 .AS 202-94 TAS 201-94 FBC, TAS 203-94 3.2.1, and TAS 202-94 agram of a series 318 outswing Testing Laboratories, Test Report i by Ramesh C. Patel, P.E. J Product Control Etaminer � > NOA No.17-091&11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 - CGI Windows and Doors. Inc. B. TESTS tCorrruAXD1 5. Test reports on: 1) Air Infiltration Test, per FBC, TA1 S 202-94 6. 7. S. 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, per FBC, 4) Large Missile Impact Test per FB 5) Cyclic Wind Pressure Loading pe 6) Forced Entry Test, per FBC 2411 along with marked -up drawings and installation d window, prepared by American Test Lab of Soul ATLSF-1109.01-12, dated 11/20/12, signed and sea (Submitted under NOA # 12-1220.14) Test reports on: 1) Air Infiltration Test, per FBC, TA 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, per FBC, 4) Forced Entry Test, per FBC 2411 along with marked -up drawings and installation di window, prepared by Hurricane Testing Lab., In( 0301- 07 for specimen A and B, and HTL-0080-09C 09/21/07 and 10/12/06, both signed and sealed by Vi (Submitted under NOA # 08-1010.02) Test reports on: 1) Large Missile Impact Test per FB 2) Cyclic Wind Pressure Loading pe along with marked -up drawings and installation diag casement window, prepared by Hurricane Engineeru No. HETI-08-2143, AETI-08-2144, HETI-08-028 i 06/27/08 and 07/17/08, all signed and sealed by Can (Submitted under NOA # 08-1010.02) Test reports on: 1) Large Missile Impact Test per FB 2) Cyclic Wind Pressure Loading pe along with marked -up drawings and installation di window, prepared by Hurricane Test Laboratory, Inc HTL-0080-0303-96 and HTL-0080-1107-98, dat, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA Is # 96-0417.03 and # 01-10 E-2 loading per FBC, TAS 202-94 AS 202-94 TAS 201-94 FBC, T:kS 2Q3 -94 • - • • • • • • ; • 1.2.1, an�TA$ 202. 4 • ; • ....:. gram of .ad �aluminurn casement : Florida- 4ne., Telt• HeVort No"' : .d by Heri1' Nattem,*P — 0 *:O @. . .. .... .... ...... 202-94 ..... . - :,oadingper F$C, To, �Q2-94• - - •: - AS 202:94.0- 0 :....: �.2.1, andtAA 202,44-,- • gram of an aluminum casement , Test Reports No. HTL -0080- 47 for specimen B and C, dated u J. Abraham, P.E. TAS 201-94 FBC, TAS 203-94 am of an aluminum outswing g & Testing, Inc., Test Reports and HETI-07-4298, dated ido F. Font, P.E TAS 201-94 FBC, TAS 203-94 gram of an aluminum casement Test Reports No. l 03/06/96 and 11/10/98, both Product Control E min r NOA No. 17 .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 - CGI Windows and Doors. Inc. B. TESTS (cowvwm) 9. Test reports on: 1) Air Infiltration Test, per FBC, T./ 2) Uniform Static Air Pressure Test, 3) Water Rcsistance Test, per FBC, 4) Large Missile Impact Test per FE 5) Cyclic Wind .Pressure Loading pt 6) Forced Entry Test, per FBC 2411 along with marked -up drawings and installation & window, prepared by Fenestration Testing Laborat 1003 and FT1-1041, dated 10/14/94, both signed an (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural anal dated 4/24/14, prepared by Al-Farooq Corporation, Ahmad, P.E. (Submitted under NOA # 14-050601) 2. Glazing complies with ASTM E1300-09 D. .QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and E. MATERL4L CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Ki "SentryGlasO (Clear and White) Glass Interlay 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Ki "Butaeiteg PVB Glass Interlayer" dated 04/25/1 3. Notice of Acceptance No. 14-0423.15 issued to Es for their "Saflex CP - Saflex and Saflex BY Com- Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.17 issued to Ea for their "Saflex Clear and Color Glass Interlaye 05/21/16. E-3 .S 202-94 Loading per FBC, TAS 202-94 CAS 202-94 C, TAS 201-94 .... r FBC, TMA3-94*••••. •••••• 3.2.1, and'TAS 202.94.'. '. U • • • • • • • CaSeril ant • warnRXL A� � umm unq, � )ry, Inc.,. Test Reports qNo. FIV * i sealed byY:t6l Kurt, P.E. • • : • • . .. ..... .. ..... .... .... ....... . . . . ...... .....0 iis, comFQyivgwith FBC-2010,:....: geed and scaled by da; ad• ' Resources (RER) ty America, Inc. for their dated 06/25/15, expiring on tray America, Inc. for their expiring on 12/11/16. man Chemical Company (MA) site Glass Interlayers with PET an Chemical Company (MA) dated 06/19/14, expiring on MsnuelPere F.. Product Control UfAgAner NOA No. 17 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. F. STATEMENTS 1. Statement letter of conformance, complying with F: 11, 2014, issued by Al-Farooq Corporation, signed i (Submitted imder previous _NO.9 # 14-0506. 01) 2. Proposal No. 13-1098 issued by the Product Contrc and revised on February 24, 2014, signed by Manue (Submitted under previous NOA # 14-0506.01) 3. Labuniiory compliance letters for Test Reports No. A and B and HTL-0080-0905-07 for specimen B an Laboratory, Inc., dated 09/21/07 and 10/12/06, both Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HET148-2144, BETI-08-4287 and HETI-07429! Engineering & Testing, Inc., dated 06./27108 and 07/ Candido F. Font, P.E. (Submitted under NOA # 081010.02) 5. Laboratory compliance letters for Test Reports No. l !fit-0080-1107-98, issued by Hurricane Test Labo: 11/10/98, both signed and sealed by Timothy S. Mat (Submitted under NOA # 96-0417.03 and 01-1002.1 6. Laboratory compliance letters for Test Reports No. l by Fenestration Testing Laboratory, Inc., dated 10/1, Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) ?. Test Proposal for the qualification of Butacite8l PVI America, Inc., as well as Duraseaft and Super Spai flexible insulating glass spacers, dated December 16 Control Section, signed by Jaime Gascon, P.E., SuIx • 5t° Edition (2014), dated April sealed by Javad Ahmad, P.E. Section, dated OctdlfeeQ2, 2013 Perez, N.J ,' . ; • • .... ...... rrL-0080);01-07 for spccunea...: l C, issued b� HurricAit'Test ' ' igned $jaed by. VjFp J. ..:..' •.•.•• [3ETI-08-2143, : • • • : • " issued by.I•ivaricaA... ; • • • •; 7108, ?l signed ncl' a"?e';1 by DOSO-0303-96 and , Inc., dated ON06/`96 and P.E. 1003 and FTL-1041, issued both signed and sealed by glass interlayer, by Kuraray ?r® Standard warm -edge 2014, issued by RER, Product visor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CG�j' Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and cxpirirg on 1 J/26/18. Product Control Es m' cr NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 • CGI Windows and Doors. Inc. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1. 2, 3; 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, si ed and sealed by Ja+w jkhmad, P.E. . . ..•• •••••• ..00.. • B. TESTS 1. None. .... •••• ..... . •. ••••• C. CALCULATIONS • 1. None. ......0 . • . . . . .... % D. QUALITY ASSURANCE • 1. Nficami-Dade Depar=ent of Reguilatory and Economic Resources (AER) • - E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Ku ray America, Inc. for their "Sentryt lasii� (Clear and White) Glass Interlaye "" dated 06i25i'15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kur aray America, Inc. for they "Trosifol® Ultraclear, Clear and Color PVB Inte layers" 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 PFF.T Cute" dated 00,/071117, expiring on 12111/ 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 51b Edition (2014), with FBC 6111 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad _P hmad, RE: G. OTBERS 1. Notice of Acceptance No. 15-0512.19, issued to C I Windows and Doors, Inc. for then Series "238" Outswing Aluminum Casement Window - L.M.I., appruvcd un 09/17/ 15 and expiring on 10/26/ 18. 1--, W 7) Manuel Per E. Product Control E m er NOA No.17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E—s . . ... . . . ... . . . . . . . . . . • . . ... . . . . ... .NF _P & SECTXQj • • • • • _jmgnON M ADME gRp • 000• ••• We • • • •30,b.—o ng SAT 7YFALT VLNDDKS DNl" 10=RIOR ISTRUCTLONS: USE CKWTS AS FOLLOW-. • • • D • i • s 2 • • � f ' i + FOR GLASS T'PES, REFER TC SHEETS 3 AND 4. hTFk I u T+Fmne PEJI.V W= LARD RFOU;MWV H&SED ON WMD VVUXT•', BRIG. NIEICNT. •MO ZONE USING APPUCQ.E AWE 7 STAN PAW). =-2 SEE CHARTS at SHEETS 3 AND 4 F:M DEMON LOAD CAPACITY OF DESIRED DNASS SMVP'PE. mp,3 US" om CH SHEET 6 m= ANCHOR OPTION MOH OESDN H4,tU4 MORE THAN DOAN WAD SPECM IN STEP I MO TL STEP 4' IF A AMUM 64CK SYSTMA A USED USE CHART ON SHEET T TO DfIERMINE C PACRY. TIME LOWEST VA-u RMLTMO FROM STEPS 2. 3 AND 4 SHALL APPLY P EMNE SYSTEM. 0 CAM LOCKS ALL SM I I I - III ,1. MAwM MULTI POW LOCK BY 'TRUiN' ALT. TO CAM LOC<S MAIc wxHr. LOCK f*30W I POINTs 2 2 I El�. ; Mick E(EVATION (AANGE "ME) MULTI POINT LOCK IN YpRERLOCNC ALT. ID cm LOCKS 11A)L MOO. tOD'< .� IHETDNT PgtTS 314 S•' 4•d-J 4 �• jr THMREC PRODUCT HAS BE .2 14 (57H AND TESTED T( COMPLY N,, THE THrSE WMIDOWS ARE IATED FOR LARGE 4; SMALL MISSILE IMPACT. I �' � RECt,RE111EMS OF THE .IDN 4 (STH EDR10N): 2o17 (6TH EDff10Nj F1AR1W 9W.DING CODE INCLUDING HIGH VELOC1IY F+JPotICANE ZONE (M'�. SHUTTERS ARE NOT R::OUMOED. ' LSY OR 20Y WOOD BUCKS # BUCK FASIET-Rs BY OTHERS. w'sT BE . DESIONED AND INSTALLED ADEOLNTELY TO TRANSFER APPLIED PRODUCT LOADS FOR MUWC-N/lAlr TIPLE UNC'S, REFER TO • ! TO '?{E BUMDW STRUCTLW- 2 ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS SEPARATE Cal MUL.UO : AND: OSTAL ED PER MAH.UF'S Wn"IUS. SPECFED EIHBEDM]aT TO RISE WTTLLL SWILL 8E BEYOND WALL. DRESSING OR STUCCO. ` `L A L'.IAD DURATION MCRLASE IS USED IN DESIGN OF ANCHORS !INTOOD WOONLY. •�p.JI•�'. A fA ALL SHIMS TO BE HIGH IMPACT. NON-METM.UC AND NON-COMPRESSSLE. C—D •• 3"�' I `. MAT RM S MCLLK" B-IT NOT LRNTED TO NMVMETM. SCREMS, THAT CDa E INTO CONTACT WITH OTHER DISSIM{tAP MATERINS sHALL MEET THE PRODUCT REVIS9D RPOtMAISIFtft3 OF THE 014/2017 ROAM BLDD. CODE k ADCPTED STANDARDS. a• wN• av RmM• i TKS PRODUCT APPROYN. S GENERIC 4XD DOES NOT PROVDE VOEWATION N m 17-0918.11 OF . FOR A SITE SPECMTC PROJECT, L•. LME SAILM OF TM PRODUCT. AOEOUMCY "'CDC wingno. 4 , OF STRUCtURE RECDAN3 THR PRODUCT AND SEALMG AROUND OPENING FOR nMlow D•a SOLtRJ�Y3 '�' '• WATER M.'Fi.MY M (�ISTAN CE M. ` 8� t ND CON;NITIONS NOT SHOWN M' 7HIS DRMNMi6 AM TO BE ANALYZED SEPARATELY. '� ATO BE REVIENED Ir BURDMG OFFIM __.TY1, �= " EXTERIOR . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . 000 Goo .. . . . . . • . • • . • . . • • • • . • . • .i�E2Yl�tAh wTr4no�1+' sE.�.1i4�g • .FLLE�!AZ� LEG P'R,�F. •• • • • •• ••• •• •'—s—i • • v oo, • • • • c OR GLASS TYPES, REFER M SHEETS 3 AND 4. 2 CAM MAY,N MUITI POW LOG: By YRUM' ALT. TO GM LOM MOT n 2 4 MWAM APPL: -D FALSE MAMNS MUL'1 POINT LOCK eY 'r4vtjDcw ALT. TO CAM LOOCi MAX N1011. .AJC NOfiMf I'dXtS m 2 S•' S 74, 4 "� a• s PRODUy" V EVNM ins Cei•�rtu nu FtuAd. q:-? 0 0 2817 RO14410. 17-CM 11 6Wmd" O•!• loMarium v 1 -1, 1 3 %r OF dro.inq no. ......... �.CC,"`;' W98—lac . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • 5 } • • • • • • • • • • • • • • 2.3 o_ • • • i6L7 • as2s 2A793.T"T ' 2.i2S L000 i 138T 97 TYP. 2523 4,u 3' F LPfi 2.46:; .720 1 IA IS0 4 •/• • • . • • • • • • !J �'.:T� STEEL RNER KEY OO o FIAN6E FRAYS ALLWWW t 1ZE2 o VENi (5/,E•- GLASS, A f , . .062p'MCK 28y. LAY. :757 C t AST 4% TTP. i1—�,.-lt 2465 i713 Jai .7E0 IA.03 .bM CgRNER aeo "YP. to PRWE EQUAL LEG ® VENT (WSUI- ;AY. CLASS) U .7 O ALL FW41 ANO VEttT CMEM M W SEALC3 MRH OE SEDRLIF :PR EOWV. 7TAt PAST ,� zDAtnar ,tl,samaoY ttar�TAt Lwa:/atmwmVzwAeas t 003--373 ♦ FLANGE FRAME - 8083-M vatmEf OR 5011V. to CCF-347 { EnLLYY. U°A FRAME at'-iB MGLbt OR FAw _ 2 COF-3)8 4 VOLE (S.1N UM. MAYS) ._ 808}-IM RCALEX" OR MAJW. 23�CM-�e—t ' a \ort arl LAY. aaa) eou•ae Ec,�LE+c as Saw. 1,737 A9' i,P. Ltri � i•: i D S 2C2C�C CW-30 { 3 CM,T78 _ SA CC$-3s8 4 - 4 VMff ,'7s• LAY. MAss) 4 OCEE MA2NM 6EAD 4 S . 3KA2s10 BE)o 4 A60 TW.R CORNS KEY wa-Ts BS.+IEIt MI WLVI- 80e3-45 WALEIK OR ET ft _ 8083-15 MC.•Y.pc MI EOLW. u:i8 1317 o yO 3 � ^p r 2 (� •. i3 g n _ s - _.. s AED T1EaK COMER KEY Sr. STEEL - % VENT (7/16' LAAI. GCA55, v fi b AP-425 0250-K-190 b 35-10-00-10-_ $ 24-13•-00-2M AS MM FRME rCCHRSTpt7W0 AS REM VENT WEAMUMM-PM tJ YtIQ 14 d1i HNCi AT TOP AND BDY7Y 2/ YD1T FACE IC :M LOCK - SC'L'33T1. AP7U3 - SCMEM:L O-tAN STEEL TRIM. An C"= M/ (2) e X 3 8. 96 S[Ql TMITK ATIACHM N/ (8). f8 X 3 8' SS 96L(DM-375: .754 383 tN - t/ VOR YLL11 PK;O,T LOCK _ _ - 7RUIFi 9B i/ VEM WUI P IINT LACK - M;PLOCK 2/ vEHf .tto ,ri:c 3Adc Id3t9£R, u rtwc.YotB FAaND ucx VVEL COLA W40 w/ (� iD x s SS Ars .i:7 Rik IKEi,A �ItNit:�.QCtV/ (?) �8 X 3PoSS LLS OGEE GLAZMG STOP11110 S � . 1 - . 12 3DI73 13 - 1 OPE7b1TDR (OPnmAL) t OPERATOR TRACK 2/ Cd.1l7i f1NYE AND VENT ASSEMBLY SCREYK 3STEEL STEfl. Tlk"11t. ATTACtilD B x 3Po- 53 SitS - t0 x t-t/{' SS SAM _.� .753 .BDE .bSp • • aC F 9 1 - 1 PRODUCT IMVISED tp wwubW rrlfA fY• t1er1Y EItDGq Card Bt7 ©Cq-39& SQUARE GLAZING SFC'' � _ •� Y '1 MOiAaio. '1%-09i11.'11 111117 / `` i , � L sYlislt��. Y'• �'Tj7 � g 7!!11 FRAME Ci;3NER OF ; [t/� •.... .. t[ s drotvinq no. 98-100 tM-f=7 , �111�� \ A • ... ... .. .. . . . .. .. . . . ... . . . . .. . �t/5' AM. GLASS • • 3/18' � N. G.ASS rS/f 8' WAT STRcWD O1ASS • • • • • • • • p'�3- Sa'fnlCP M40t PET C:+e , ATS` Silo CP 1NM PET Con �. 40 • • • • • • • • • gr•' Ear: lra+j te«nba Co.' N Tmtmon Cherrdool Co.' ADD' SIN Clear Co& GO$. • • • • • Ow Saft. �a And Cob: ataw � A90' SaAc. Char Md Color C ase ftt 741t7ltAYEft' 8r, . 1 w • • • • MTERIsl>F •fF.1 BVeE•r. `I1e1r1kal Co.' INTEIBAH:R4 B` TAstmtn Challow Co.' n { .oDO' TrwRa PVB S!nb;z. ADD- Sert•ya" PP�e Z B7 'KurOro7 imlerka, Eno.' By 'Kurr:roy Ar114e4a, L1 .' B7 'Kure-, Armko. Ow.' 1- j 090' T1ns8a PVB 090' Trostlo PVB • o 1/8' Art GLASS • • • : 0 • • • ByKu.:. tea' �' e7 ' -, kTMdca. lno .' �• • • • 3/�8' �. G1.1" 3f t8" N£AT STREN'D GLASS SIL1CUi • • i • • • • • • T J u•1204• Gt-12O0 q >w s73 a S=W am ALL CIASSOPTW4AL�1\,' E/16' NOMINAL / 7/18" NOWNAL 7/16- NOMLNA:. A GLASS TYPE '2' GLASS TYPE '8' GLASS TYPS '0' PEBrom D VALaW OF W.1Cr REMBIANr Rif,:SOWS PER80RISINt:E 7ALM OP WACT RESISTANT:BVID0118 P11MRMANC11. 9ALM OP OLPACT 6ESIS1'AXT WOMC'!S •D aslit0u r.3t1•Im 1a 11407O1S 1111,1S.0 NO $141116101 SIONAND mm 10 Sam D.4R1 7 I'R rJuelu m WQ u YOU -0 OWS b UW y "MDUXM_ OUAILS _ AM -7 PH= s 114V 7 Its VISALIA= OEALt � 4y wINDOf mm ai- TYPS W MASS TYPS b' I t,TA88 m2 '8' 119" DIMB. GLASS TTP91 Y run TYPE Y GLOBS TYPS 's' TVDOW 93M :OA! T7.'PE Y' mALL Trn Y at. w TM -w .. � •D111 woo (4) vm mDGw e. iNr. (-) o:. (+) Nf. AC (-) waN mww D.T. (+) 11. (-) W. (+) Imi. lxr (+) S(-) 4--u a9it [: 20' .110.0 1943 110A I"A 1iCA it" 20, WA 112.6 lt2.0 1s3A 110.0 is" 1s-1/3' i'mo Is" 110.0 19" 1100 195.0 24' _110.0 161A I1CA Iwo 110.0 1".0 20 1154111 25.4 11010 Ina 110.0 120.0 28••1/2' '1140 1960 1i0.0 1950 1100 195.0 i 2e _1f0.0 1311,111 110.0 115.0 tiOA 1950 1. 79.7 83.3 110A 120A 110.0 120.0 Jr � 10.0 143.4 1�aO 195.0 11G0 195.0 0}}y- 30'1fOA tis3 _.I10.0 t0A0 11QA 190.0 W. S, 73.2 77.7 110.0 120A 110.0 12U 42' '70A 125.1 f'0.0 193A 3r 110.0 121.4 110.0 SILO I',O.t 125.0 32' 702 724 110A 120.0 110-0 120.0 19-1/3' 'IO.O is0.e 11a.0 195.0 11Co 125A 3Y W7.111 1074 110.0 IWO 1';OA 195.0 38' 84A "A 11010 12" I1C.0 120A 20-1/2' fin, _tOA 1373 110.0 IOU lit 0 193A O T ry 40' 97.1 97.1 110.0 103.0 11di) 12OA 40' - - !OA WA 0:.0 a," 3Y 9" 933 12.0 194.5 SAGO 120.0 p 4Y s2 1 0" 10.0 120.0 4018" ar - - :OA 40.0 b:.0 80.0 4: MA 9SA 1' Z.D 120.0 11C.0 120A 3' N 5 2090. ' _ 110.0 13 IDA Is" 1.0.0 1950 20r 5&7 i 88.7 110.0 It"1104 19S" t0.7/8 '10.Z 144.5 1. 0.0 IOU 11C.0 19SA 0;; 24' iioo 13LB "10.0 1fr3A 1.0.0 IWO 2e 73A 73,4 1lao 12" 110.0 120.0 26-1/2' �5/e 99.7 1043 1'10 19&0 11C.O 19&0. c U.z(- ^ ' t0A 113.9 10.0 iS5.0 1-00 195.0 2e $4.2 643 1ICA 12" 110.0 120.0 -re 74.7 74.7 1'3A I= 11C.O 120.0 �:Lt $•,5 30' 42, 110A 1S1A '10.0 isSA 110.0 Ina SO' or WA 80.8 Imo Inc 1ta.0 120A .4 65.9 68A 113.0 12W 1fC.0 120.0 pq Up�J 32' 104.1 104.1 1lao IS&O 1'0.0 120A 327 "-7.5 37.5 116.0 120A 110.a 12U to-1/8' 95.7 104.2 773.0 /930 tlC,a 11gA .77CC L 311' 92.5 92.3 110.0 120.0 1.0.0 1=0 38' - - OC.O SOA &W S0.0 26-1/2' 1. 74.9 77.9 113A 12" :1C.0 120A 40' S13 833 :To 7512-55 1.0.0 120.0 SIG' - - eC_O 80.0 GOA 80.0 5T' EO.O 80.0 113.3 120.0 11C.0 120A 42' 723 79.3 !'OA 12U aob s0A 2C' 864 SSA 1 KLO 19&0 1111.0 120.0 �2. - - 6:t0 s0A ate s0A 20" 110.0 14S.7 tSOA 195.0 110.0 795A 24' S6.1 53.7 110.0 120A 11;1.0 110.0 19-�74-1/14- t3.0 117:-0 111.0 198.0 110.0 f20A 24' _CAA + 121.4 110A ISSA 1'0.0 is" 2e 43.9 469 1'3A 1200 11;1.0 120A 26t4.5 48.9 IS y.0 120.028' Ina f041 ti0A 19i0 110.0 12" :SO' 440 4A0 1'0.0 12U 117.0 1204 - - 51.9 S9A 39.930' �, 917.1 s7.1 110.0 1ffi.O 11C0 120.0 32' 434 43A 10.0 120.0 117.0 121XO - - 3`..3 5" 58.1 3Y 91.1 91.1 IIOO 120.0 111-0 120.0 w - - 00.0 HOLD 30.0 a" C 33' _ SOLI W.9 11OA 12U 71OA 12U 32' - - IW.O 90.0 80D 80.0 'Lt LIMIT MAX. LOADS -O 171.0 PSF �I 40' "A MA 110.0 12U 110.0 12U 3s' 1. 90.0 80A 1X.0 SOLO W"m DTI POOJr :ACK B7'9 7RLOC�' - - 4Y 59.4 50.4 110.0 120.0 F3A 80.0 22' $24 32A 1' 00 120.0 11-:.0 120A IS USED 20' Ilat) 129.3 1100 19&0 110.0 125A 2C 43.8 434 1'0.0 1200 11.:.0 t2O0 *>< SIZE 37" X 77' AFPLICASLE TO RANGE FRAMES ONLY 24' 98.0 107.0 SOLO le" 110A 1SS.0 28' 73' 30.f 3L1 1.0.0 120.0 11C.0 120,1) SEE SHMT 1 28' 81L2 92.5 'SOLO 120A I:OA I= 30' - - 1' 0.9 1204 8C a 80A 30' 84.4 13 ' 10.0 120.0 110.0 I= 1. 07 - - .0 SOA 8C,0 Sao PRODUCT REVISED F ib asLU HI• Ii•rlr• 11 i l I JJ 32' a" 9aA :10.0 12U 110.0 120.0 20' 41.5 41.5 110.0 120.0 110.0 120A s•elery t _^ � 1CA 120.0 110.0 120.0 24' 34.9 34A 110A 120A iIOA 120.0 17 •�T�ii `�l�w '�� yys Cj 40' 844 64-2 i1C.0 1204 11C.0 120.0 1. 04' - liCA 120A 54.5 5a"O•b T �' , i g 4Y 01.7 513 1ICA 120.0 CO.O 110110.0 30' - - g12 512 51.2 512 Ry J 4 .!3 483 48.3 43.3 3S• TiA 71A I See • NOTE: j LDttEC i CAPACITIESOM -HIS SHEET AF = �q,OP : ({i ` drawing .+o. D ON ASi'M E13:1a-09 (3 SEC. LUSTS) OAD/AREA UMrS 8-�FtOMDA BUILDM� COMMISSION FOR +110.0,-•120.0 PSF iE.34 54. FT. ;��IRATORY STATEUENT DCA05-DEC-219 +110.0, -195.0 PSF - 10.00 SO. FT. roNAI t a!w•t . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1/8• TaV. GGSS ' t- • • • • • • 1/8' 7T]IP. crass AIR SPACE • • • • • • • • • • • • AIR SPACC • • • • • • • • • • • tj6' ��N. prlSS• • • • • • • • • t/0"DAP. CLASS • • O�5_ Sd 4 CfJ wm f'� Can • • • .075' Safw. CP with 'ET Core • By '7=tmort Chem111N•':o.' 000 • B, 'EAstrltm CMmka :o.' Af )• SaAm Char And Co'or Gb3u A3+3' SeW Cba M+i Color Ohp 0-TERIAYERS 9" Eoetma6 Ctlemiwl 1x.' NTERLAYERS a11 S. 'EWtrrChemied Co.' AEO' SenlryCke .C•i0` SenUyGke Ati t-4 I i A i • • • .c 4 0• Treeft PJB • eye oiPro1►k*Ney 0, 'Kunr*y Me . Inc.' -1/8' ANM G9M9 • • • • • • • ' 1/8' TEMP. CU<`3 • • • • • • • 906 • • 3AIC13 c '�- GE-010 I. k XL EDGE Fww9" SPACE 14 EDOE SPACER ST STE7:T. BY 'OWpIfW.' �SE ELOOM St. SIEII. I 'CR . SE7T6�K: &_ C CF. SE -•--WJR41r'�At $Y�OWeiE•- -- y.�-„ill'_ CR WROYE'ER 6535 CR D11tODURO SUPER SPABY 'QWNE..' S/4" INSULtTED SLIPU.' SPACER BY 'WANEX' 3/4` INSULAT$D MiTER BSiS CER GLASS TYPE 'ZA' GLASS TYPE •SA' Y•1CPOEYANCE am VALUE: to 29M OF WACT REUF-*ANT mmm 11W4gp !I Mei 7 MR MIXtAWN M" WWOTS TYM 'SA' F<BIORNANCE vnmow VALUE:: mm M *am DUO. Ol No •6RR94 3 IM 7tlla (+) _. WAC4 EMSIANT feD11m 7 Po6 eSSDum:N TTP2 W KTA WAST WINDOW S TYPi '6A' PiM"M4NCB 411.084 0! Dit+ILT RtSIS]'1MI TWO" NO 94mW lfidf� mm 10 L®9 S i}aY 7 190 W Wf.aCN OE0.0 11Dp700 mm au9s 7fCp8 mTpow Dam•a.w TYPE W G:AW r7YJlH 20' 24' 28' 3p' ]Y 40' 42' 20' 2<' z• 30• SY :8' cY +"<' tEt011T 3ar 42' EIT. (+j 110.0 1M. O 19*3 IXt. (t) 1.0-0 iM. (-) Ima 'N0i}1 28• 3dr 32' 36` W a2• 20• 24• 28 '�I"' S2• .Te HOWEl.T. p, 66• 1M (-) 112.6 EXI. i+) 0 1M. (-) MIDtN 6-16• is-1/Y 37' 42• fmaw �, EX-. (+) I1CA fA' I INT. (-) i66-0 pm I" EXT. (+i tiCO SA' 19T. (-) 1t5A t700 71 . 4 1'0.0 12oA 11CA 2a1D lIOA 1010 110A -:10A 1311.E 11CA I93A Yi7 •73.2 $33 1:0A 12" I'C.0 •I`pA L 148.4 17CA 1964 128.E MIA IOU 77.7 1'04 120A 120.1 Liao 108.0 10.0 121A fi0-0 1"4 70.2 -a4a ?U 1'04 1204 1P-111r 26-1/2' 37• 4Y -I'-1yV 2(,-I/2' 37' 4Y 3D�/6' 710A IOU 110A IV"36• 37.9 107.9 1-0.0 IOU 64.E 11:.0 120.0 110A �9e3 137s 1'0.0 t0S.0 57.1 97.1 710.0 120.0 00A a" - 96.5 110.0 12a0 92.3 "0.0 amI 1SLS3" = 110.0 120.0 t95A 60.0 90.7 80.0 ee.7 _- - 110.0 - Imo 86A •10.0 a" 144A 1100 V0.0 I20A 19em 't0.0 134E fIQC 19a0 73.4 73A 110A 12" 9i.7 104.3 1'0.0 793.0 12ao 110A /169 110.0 3.0 19• .64.2 642 1:0.0 12a0 74.7 74.7 170A ;10A i71A ti0.0 70A0 t0.6 60.8 t10.o tf82 ESA e8A tiQA !mA 04.1 1041 1'0A 120A ?2.S 02.E 1:OA 120A 57.E 57.5 11CA 1122 16-1j6' 2E-1/2 Q. if-1/8' 26-1/2' 17• � 7i-1/4' 9!7 tos2 110A 19SA 74A 77.9 110A 120.0e3.3 61 O t2 SO OA 30.0 WA 11010 117.0 72.3 79.3 1' CA 1 120A =0' :24• :28' 30' J2' 36' 72' W4 e&{ 1 0A 12a0 100.3 30.7 T3.3 f0A 63A I'•0.0 120A 20' t4' .X' 32' Jr 40' 4Y 4„ 11CA 146.7 Y a0 193A SLI Se.t 1f79.3 '1oA 127A 1'3.0 19SA +6-9 40A fg.3 98.3 k6.6 46.E {)A 90A 104.1 1 104.1 1'0.0 12oA '07•1 1 97.1 I•-9.0 120.0 •t3.o 46.0 Q9A 80.8 me 4&- no ESA .w7• TY l55.3 36.1 11.1 91.1 1' ].0 12U dDA 00A * LU7 MAX. LOAM TO 171.0 PSF W"M M12.T1 P09T ..00K BY'#&rftU;cW IS USED : * SIU 37• X 77' AP?UCARE }O FLANGE FRAMES ONLY SEE SHEET I NOTE LOAD/AREA4 UY'TS FOR +110.0, -120.0 PSF = 15.34 SO. FT. 'itill 009 1' ).0 120.0 32• 36' „• 10.0 8a0 - - '12.6 72A 70.0 12CO .0A sea - - e9.4 69.4 t )A GA t2 20' 24• ;!6' :IY n2 o SSA 161.3 101.3 :0• :ts' 30' 72' z' _ 34' , f OA 129.5 1 • )A 19SA a3.6 43A 61.4 814 48A TQ79 1110 f03A :f6.1 3t1 7•,3 74.3 ?2.8 am 11•:A 720A 7010 bap 84.4 86.3 11')A 12to „Y 24• "6' ?.?' 64' titA 413 8:4 a" 10.9 a" 1100 120A :I4A 34.9 61.0 a" 713 110.0 720A `:f.8 S4A - 61A 10. 10 120A St2 $1.2 81.7 et.7 71uo t20A ;4y y3 ri. SOWRE BEADYPESALL GtAS: TYPES PRODUCT REYIEED 0e(• _"h me FIeA6 a ! MGM•• 17-0910.11_ I Ewka!1•N Da*1 pperS, ;�i NOTE: GLASS C-;PACMES ON THIS SHEET ARE BASED CAN ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA, BUILDING COMMISSION I DECLAPVORY STATEMENT DCA05-DEC-219 r ,' OR %4,1W� drawing r.,. AINSTILIATUIN FOUR S1 ftA -1-.'-NQ*PERr0RWANrX V"ES SEE SF41-Lr a L WKIL AWHOR; 0 0 00 000 0 TYW-AL AW:F� /-SEE VLEV FORSPACM SEE N-.EET 6 FM DEM'WN /-SEE El". FOR SPACING SHEET' $.MR besawmm A AM SEAL"' Ej 21/8' MN. p 2-1/e INSTALLATION TYPE "I -WOOD BUCK TYPE -1: INSTALLATION Dn -2 •WOM BUCK TYPE '2 PRESSURE TREIXED MgrFFW, PRESSURE TREATED TYPICAL INSMLLANA-mla Iff-'CAL INSTALIAMN DETAI Qtw ALL FOUR S11,FSAISING W0012 ON Al FOUR SQEk4U2WX= L TYWIL ANCHDRS rfPrAL AS>Cft /-SM TIEV FOR SPACM SEE SFEET 5 MR DES0WrCN /,,-SEE E!". -OR SPAMG SEE SKEET 8 MR VCSCWqM n SEALMT tt 65 • J 04STALLCM By 0TRERs BUCK DISTALLAMIN BY OTHERS _I:_— 1 1. WIN. INSTALLATK:.N TYPE '3* INSTALLATION It?E -4- AQW_f,,UCK TYPE 'jdj� PRESSURE TREATED MATFNW- PRESSURE TREATED TYPICAL IN L INSTALLAWN DEWL ZI ALL FOUR S1 ON ALL FOUR S1QE5,=14G woc)n 3/4- X 1- .1 AT ANC - WOW SUCKS NOT EN CQ CORP., MU---T SUSTAIN I u 1! LOK)S NPOSED BY , ;�AziNG sys-,W 1314D TRANSFER ALT, ANCH,Q&IQC&= THET A TO THE BUILD0.10 STRUCTURE WITH S iEAR CUP -44M "clim rows SU OZ. FOR SPACING SEE SM," 6 FOR DESCRM-1 ee METAL F S TFK WK TRU� 1/r ift rft1AL NCHORS SEE :MV. FOR SPACM FOR m= -Mm i it ATTACH -4T ursil F APPROVED.MULLIO I Ili 1i PRODUCT RMSEID ilk the Fforkle 0126*!)23 . ....... .. N drawing no. . .. .... IW98 —10C • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • • • ••• Z STBiLB,-ONDfTION�EO "AL• LEG ZEIAM�—(A:>PL'E TO ALi.�OL7g SID(� t. • • • • • • • • iOR ANSW* PMFORMiWCE VALLeS SEE SHEE" B • • • • • • • • • • • TYPICAL ANp1� lee: • • s • • • • • • M. • SEE ELFL; SFAbMG • • • • • • • • SEE SHM a " DESCftrroN C a R mm S? TYPkJw. I1iYPIGL AHCHO:S STRUCTURES --SEE . • .. . . .. EIEV. FOR !ICING ki SEE St /V Tim, ma HEE7. • 0 • • • • • • • , SEE S4W 8 FOR DEGMUP 4H t I . • • •103 . . . • . . ,� :�1..1 . , .. 1 h� . f III ds!: =��'•, � '-� . � . � ��:��. I _ -.or ►;.,. � �;,zit Sa 3•. 7: ll• �. !Ai al r G• . •V . •'BUCK .9-wmL1710M R,' OTHERS WOOD SUCKS NGT BY C31 CORP.. MUST cUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND-RANSFER THEM Ts) THE BUILDING STRUCTURE. &STAIL ATION TYPE -2- WOOD BUCK TYPE -2- JI EW PRESSURE TREATED TYPK_.AL INSTALaTION D ON AL FMR SIDES/USING WOOD SEE EtdV. FOR SPACNC SEE SHEET 8 F7R DESCFtWrM tz • c 1' 2 1 5' •'7 �• � MN. • -8= fWALI.ATIM 3r OTFIERS t' UK IN ST In —I enO I TYPE. WOOD BUCK TYPE '4' UAITRW, PROSURE TREATED •.a i•. • 7 •:� l !` is u4•U� METAL SiRthMRES r —ATTACHM I. a .. I/r UPC c Tl'PK'AL AM"ORS SEE ELEV FOR SPACMG Ir--r TI SEE SHEET 8 FOR DESCMMF , 0 nM r. ;O M ci II II 11 1 11 e y ii it .I 11 � `'f$ 111 APPROVED MU I hKC91211 PRODVCT REVISED Iron r•. 17-1)918.11 Date lei C� J �a1i J 70QiQ of,� drawing no.� ...,.......:.i3•F.W98-10G aumclr ma. gOOi .•?Opi 20' 24' I 26• k 30- ; 32- ; 3r air i 20: 2r 2W 30' 4r 40 4r 20' 24' 26' 30• �, s• 3r 4W 4r 20' 2r 29• 30' �. 3r 36' 40' 20" S - 24. 2r X. acr 320 3r 40' 42' 20' 24' iA 30' W .m• J6' 20' 20 26' 7r 30' sr .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . OF rMAIU1101 ANMOM Wt S FOR OWAS - - _ - - t PSRFOBYANCS • V REsA Ina 129.0 i 195.0 Me t95.o JtDi_ S 123.0 09.99 J 195.0 96.0 195.10 1693 11 T.9 171.4 73.7� i&3 154.3 03 Se.5 14&9 632 542 195.0 154.E ' 93.5 195.0 120.0 IWO 110.E '33.2 195.0 f032 !29.0 It" 96.6 ;2C.9 167.0 66A IC7.5 166.E 77.4 -;$A 190.7 w iE 125.0 137.E 195.0195A 114.7 172.0 19So 963 ' 47.4 197A 91.7 37�6 10SA 60.0 '2DA 19sA 76.4 ' 14.7 o"a" M63 123A1032A63 m '32_7 9Z6:77A -16-61 60.0 mi 1)32 6LO _ 61.9 i24 543 S9.0 48.5 140.0 1 19no I am 1 2.9 P8RFORMANC:I VALUES OF I WULLTION ANCHOR; WY" 1D SHEET 5 FOF DQA" 901D01F DOS. aKCSORS 11/0 OM-2 M& ANCHM VITA M110 a& A,T 11" O.C. AT 10. O.C. A7 !r OltlT 10' O.C. O'OTN I "psm "r.(+)/6YT.(-) Dt?.(+�LYr.{-) ExL(+)/atC(-i--(+)/Difd-) 12--1/A• 26-11/r 3r 2r _ 19" t9S.5 145.4 ! 195.0 195.0 - 19S.D 107.3 a-- 141.8 tn.0 195.3 772 115.9 29-•1/2' :.7• 39-3/3• 195.0 195.D 131.6 195A - 191.2 - 193a 109.6 14a1 139.9 162.E 7" - 1047 14••1Jr 29-1/2' "r 50--S/6' 195.0193.) 153.E 191.9 123.2 - 195.) 110A 1363 13AA 173.) 793 9a2 19•-1/6' 26•-•7/r :T U' Ina 195.) 1233 195.0 1553 IN.) a" 1559 1112 1043 SS6 111.6 19- ff6' 26-1J2' 74-1/4' Ina i9S3 13U 195.0 104.7 195'3 94.4 151.1 ii s AN P Z i TYPICAL �j;Q�$s s�EE Et.v. FOR sPAaNc n t .. {y I be DIA_ KWIK-CON 9 BY •1A1' 0%,-163 K% FT-157 IGI) (� i/e MA. UITRAQM Fty 'L1= F"177 K9. Fy-155 ds!) c INTO 20Y WOOD BUCKS OR WOO) STRUCTURES ' C n cmo� 1-1/2' MIN. P:_VETRATFON INTO WOOD THRU 1 BY BUC •:S INTO CONC. Cl MASONRY 1-1/4' MIN. ENBFD INTO CONC OR MASONRY 1 2E� ! DIRECTLY INTO :;ONC. OR MASON 4Y g 1-1/4' MIN. EMBED INTO CONC OR MASONRY U 1 j14 tlAG OR F SE 1ING SCF (WX 2 M) INTO MIAMI-WADE COUNTY APPRMCD MULLIONS (PIN. THK. - .OHO') f7 1 INTO META. STRUCTURES STEEL : 1/6' "-HK. MIN. (Fy - :SS KSI MIN.) 888 dyCS(Igg.1rJ0 ME"cup ANCHORS3[r ALUMINUM : 1/;5* THK. MIN. (6C53-T3 MIN.) g stash c131 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATEC OR PANTED) c! p fill:NTO CONCRETE AND MASONRY - 2-1/2' MIN. &l Y WO WOOD STRUCTURE - 1' MI•t. INTO METAL STPUCTURE - 3/4' CONCRETE AT HEAD. SILL OR JAMBS !'c - 3000 PSI 414. _ Idl C-90 HOLLOW/n:iW BLACK AT .14 tin - 2000 F31 MN. PRODUCT REVISED `,,11 u+rrrri i .. M wMr 96. i'lorli. Ali 01, �q � •• � W98-10C ,r1......1,1 �7 PIRFORMANCS VAU RS OF ALOMb'U BZXK OrTrALL17014 ANCH)RS . • .•. . . . ... • • • • • • • • • • • • ••• • • • • ••• ;NA&,m_!T--. I J • • -DF'SBTO 2D• 110A 195A 20' 2,V 110A 195A 24' 2e 110.0 SD6.5 2e' 30' �, 1f0A te2.1 30' TO 32' 110.0 179.E 32- • 36' 1HLO 177.3 36' 40' 105A 145.1 20' • • 4r I 97.0 120.0 24' 2ir 11" 179.E 20' 76' 24' 110A /59.6 30' 2r 1069 14" 32' 30' 103-5 141A 20' -.3'.-'. 00: '--2' 1- 6710 ,20A 28' U. 40' 95.2 120.0 30' 42' 95A 12D, 20' 24' 2e' 3w 4d. 32' 36' 4Cr 1 a2' i 11" t9S 11" 177. 110.0 1D0. 110.0_ 134. 106.1 120. 103'3 120. 9" 120_ 95.0 1ffi 20' 21 1. ii 3W ,x. 3r 3M 40' 4r 110A 174. 110.0 ,. 9"i 9A F� 12Da 95.5 r-,-z 91A 120.1 662 I m D22 112: D0.D 110- 20' 24' 26' 3D' M. 3C 40• 4r 60' 110.0 153i 97.0 1 133.4 a" eta f 79A - I19d ,;,, 73.0 701-1 eoA eDA _ 6" DOA 20• 24' 26' 32' 36' 40' 170A 1714 107.8 12" 95.9 120.0 913 120.0 073 119.7 DOA D0.0 60.0 55" 2D' 24' 30• 30' 1104 is" 07.0 120.0 91.7 /,2A WA 60A w I� 1204 120.0 12-Ir 26-1/2' 3" i 2E, 1103 60,W 1i'/i NJ 6;'e4 42' • 36-3/1 • • • • t2.0 12U 120.0 t9-1/0' 26-'/2' 31' 4;' 50-5/0• 1011 60.0 120.0 120. I17.3 V. 26-1/2' j1. 03' 00.0 604 26-1/2' 74-1/4' t9-IJ6' 26-1/2' 76• 2s_,/r 3, n• TYPICAL ANt:2=- SEE 9.Pr. FOR sPAC1NG A - 1/4• DUl KWIK_.CON It BY ' Tt' (FU-163 KSI, F•y-iC7 KSO DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. E1+30 INTO CONC. OR MASONRY B - 1/4' DU& ULTRA :hN BY Tun' (:u-177 KSL F7-155 KSI) DIRECTLY INTO CJNC. OR FILLED FLOCK 1-1/4- MIN. EN.3ED INTO CONCRETE 2-1/4' MIN. 0,0ED INTO GROUT FILLED BLOCKS C - 014 SMS (GRADE 2 CM) INTO 2BY WOOD BECKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO UDOO TYPICAL EDGE a -PTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRLCTURE - 1' MIN. CONCRETE AT HFA), SRI OR JAMBS t'a - 3000 PSI Mill C-90 HOLLOW/FV4D 91ACK AT JAMBS I'm - 2000 P:7 MN. $j jZMji, BUCK _ FRAMING I'�T_TAT1 c 4 i RF3•iR TO SHM75 3 TMet 6 FOR WPO W r.Afti IFS UN Lam AT471g6t.E V0.tYi8. �Y a in,lff I� 1 4 V � .i /14 SMS i ,- 0 AT 6' PRIM ENDS 'a a ..,: 17' O.C. IAA). AT AM ; 24' O.C. 44X. AT NEAR/SILL /14 SMS r� 0 � • AT 6' FROM FWDS ,0 a� /+�I�J 1T O.C. MAX. AT &M95 O 2 3 ' 24' O.C. W41 AT WAD/SILL p i� o t c ELM 0 rt f 9 i' C Z c" a � • � "TYPICAL AACHM TYPE 'A' 0R 'B' 7YPrGl_ ANCHORS TYPE 'C' c.4 '1 AT 6' FROM ETAS AND AT r FROM ENDS AND ;. +/2• M6l 1T O.C. IIdC. AT JAM85 17' O.L. MAX. AT JAMBS ' -� OtST .: 1T O.C. WX AT HEAO/SILL 1. 1aN. 24' C.C. MAX. AT HEAD/SILL lNSTALlATlON ,DZ W INSTALLATION TYPE '6' 1� ;BY WOOD R= OR WOOD STRUCTURES TYPICAL INST&JABON DETAIL PRODUCT aw 12 ON ALL FG,1R SID USIN;; ALUMINUM BU --K SYSTE]A ws ie4Ni the F mM• 174as»e.11 33 9i>QY7•tlo• D•4 10126f2021 2500-• w-�045 066 99� • -42 1 u {{ 1.125 ,y1 h 7 / 'K 1.430 ;L�INUM BUCKoFnm& COVER $ !' 9063-Te D063.: s G J a7 no �3r OF % dtawin9 W98-100. � � s COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) BOARD AND CODE ADMINISTRATION DIMON NOTICE OF ACCEPTANCE OA MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mrmm, Florida 33175-2474 T (796) 315-2590 F (786) 315-2599 www miamWade.gMYeeonomy 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 use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade RER Product Control Sew to be used in Miami Dade County and other areas where allowed by the Authority Jurisdiction (AHJ)' ....' This NOA shall not be valid after the expiration date stated below. The Miami- County Ludt Control Section (in Miami Dade County) and/or the AIU (in areas oth& 'dean Miami Dade ) rem-#& The right &kW this product or material tested for quality assurance purposes. if this product ur ummon,' fails to petim in the accepted manner, the manufacturer will incur the expense of such testing and the AlU immedigttriy tgvoke,.ututu ft, or suspend the use of such product or material within their jurisdiction reserves fhb• fight to rAmft this acceptance, if it is determined by Miami -Dade County Product Control Section this prc3dii' % mate¢i$ %Jls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to complywitl ' the Florio.UNMing Code,,, including the High Velocity Hurricane Zone. • • • • • DESCRIPTION: Series " Sentmel 150" Aluminum Sliding Glass Door w/ w once "Is y L.M1.. • APPROVAL DOCUMENT: Drawing No. WIO-31 Rev O, titled Series "150 tinel Aluminum Sliding'ft&s Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 0 10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade Co I� oduct Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami -Dade C Product Control Section. 1VIISSnx IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & si riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in t 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. T 3. Max shim not to exceed Y" at Headrambs & %z" at Sill (w/ High strength & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90° & 1350 exterior corners must be limited to Max Dp= +/ PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's eor logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted h RENEWAL of this NOA shall be considered after a renewal application has filed and there has been no change in the applicable building code negatively affecting the performance of this p TERMINATION of this NOA will occur after the expiration date or if there been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NO a an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this N A.4 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 Pokinly, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of i4OA 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 i nahufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offil iat This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence I ages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No.17-1218.20 MBAI OADE C+OI)tiTlr kation Date: September 22, 2020 wk. 6. %I Approval Date: April 12, 2018 CGI WINDOWS and DOORS. INC. 1. Evidence submitted under previous approvals A. DRAWINGS I 1. Manufacturer's die drawings and sections. 2. Drawing No. W10--31 Rev L, titled ',Series "Sentinel 150 Ism Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, da 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS l . Test reports on: 1) Air Infiltration Test, per FBC, TAS 2 2-94 2(1a-=94 2) Uniform Static Air Pressure Test, acing per FBC TAS • • 3) Water Resistance Test, per FBC, T S202-94 ; • • • • • • • • • • ; • 4) Small Missile Impact Test per FBC TAS 201--9T " ' ' 5) Cyclic Wind Pressure Loading per ...... ... ...... FBC, TAS 2Q3 2.4 • 6) Forced Entry Test, per FBC, TAS 94 • • • • • • • • along with marked —up drawings and installation diagram of 8- el, Alum SCiD w/ Pockts & 135; • • • and 90' corners, prepared by Architectural Testing, Inc., Testje�rt No. ]DYM.01-4$0-AX dated12/07/15 •, respectively, both signed and sealed by Joseph A. Red.E.(suhn-ittod under file #15-� •••••• 0619.06) 2. Test .reports on: 1) Air Infiltration Test, per FBC, TAS ( 0�-94 : .'. ;....; 2) Uniform Static Air Pressure Test, acing per At TAS 202* 94• ' 3) Water Resistance Test, per FBC, T S 202-94 4) Large Missile Impact Test per FBC, T!S 201-94 5) Cyclic Wind Pressure Loading per FB , TAS 203-94 6) Forced Entry Test, per FBC 2411 3..1, TAS 202-94 along with marked -up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Repo o. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed Ramesh Patel, P. E. issued by (Note this test reports have been revised by an addendum lette dated SEP 24, 2014, Certificd Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loadi gaper FBC TAS 202-94 2) Large Missile Impact Test per FBC TAS 201-94 3) Cyclic Wind Pressure Loading per BC, TAS 203-94 along with marked —up drawings and installation diagram of a eries 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB into layer, Duraseal6 and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super SpacerV insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed. by Fames _ Patel, RE. i - along with marked --up drawings and installation diagram of a s eries 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB i rlayer, Duraseal® and Super Spacer(10 insulating ,glass spacer, prepared by Certified Testing Laboratories, Test Report No. Cl'LA-3056 WC; dated 04/16/15 and revised on 03/09116, sigi Led & sealed by Itam�sh Patel, P. E. ishaq I. Chanda, P.F. Product Control Examiner Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS, INC. B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 2) Uniform Static Air Pressure Test, Load 3) Water Resistance Test, per FBC, TAS: 4) Large Missile Impact Test per FBC, T1 5) Cyclic Wind Pressure Loading per FB( 6) Forced Entry Test, per FBC 2411 3.2.1 along with marked --up drawings and installation diagram of Alm Laboratory, LLC, Test Report No. HTL4WO--12084M, dated by vinu J. Abraham, P. E. (submitted under files #12-0119.0411 along with marked -up drawings and installation diagram of Aluu Architectural Testing, Inc., Test Report No. ATI-COM.03-45( seated by Vinu J. Abraham, P. E. (submitted under files #13-112 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, 2010 and with FBC 5 h Edition (2014), prepared by Al - 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 Resoi E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray Am (Clear and White) Glass Interlayers , expiring on 07/0411 2. Notice of Acceptance No.144923.15 issued Eastman Cheri "Saflex CP-Saflez and SaBea MP Composites Intcrlayer 3. Notice of Acceptance No.15-1201.11 issued Eastman Cheer and colored g1ws interlayer", expiring on OS/21/21. 4. Notice of Acceptance No.14-0916.10 issued to Kuraray An PVB Glass Interlayer", expiring 12/11/16. F. STATEMENT'S 1. Statement letter of conformance to, complying with FBC S� interest, dated 02/24116, signed and sealed by Javad Ahmad, 2. Addendum letter dated SEP 24, 2014, issued by Certified Te Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test reps per FBC TAS 202-94 t01-94 .... AS203-9.4 '....' ...... ILS 202-94..' .. . .' GD, prepwaq by Hurika test ....:. y 30, 2010; ttgded and sealed ; )31.05) ...' ...... � iGD (0)QBjj by ..... • • 1, dated O&OWJ2, sigWOAid •; ...... 8 /#12-08�3k�63. . . . . ...... Once to, complying vAth F)IC- • :orporation, dated 02/24/16, (RER). Inc. for their "Sentry Glas@ Company (MA) for their ET core", expiring on 2/11/18. Company (MA) "Sailex Clear Inc. for their "Butacitee (2014), and of no financial lab, signed and sealed by f 11haq I. Chanda, P.E. Product Control Examiner NOA No.17-1218.20 Eipiratlon Date: September 22, 2020 P Approval Date: April 12 , 2018 E-2 CGI WINDOWS and DOORS. INC. G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22 2. Test proposal for the qualification of Butaeite® PVB glas as well as Duraseal® and Super Spacer® Standard wan spacers, dated December 16, 2014, issued by RER, Produc Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed 4. Test proposals # 13-1098, approved on Oct 02, 2013 and r Manuel Perez, P.E., test proposal # 11-1225 dated DEC R P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel sheets 1 through 28 of 28, prepared by Al—Farooq Corpon on MAR. 05, 2018, signed and sealed by Javad Ahmad, P. D. Ariala 1. 1V UllG. 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (60' edition) and No Fi Farooq Corporation, dated 09/14/17, signed and sealed by G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring ryer by Kuraray America, Inc., flexible insulating glass DI Section, signed by Jaime ;haq I. (thM4 P.E. •••• •••••• -d on FEB'24, 2014b, *Agtwd by ' . .... 11 signed2.*.f�aime I5.. (iascon;..... E-mail tmt propogAat�d 07-19' • • .... .... ..... ...... . .. ..... .... .... ...... . . . . ...... .... % unum SlidinjGlas' Ooor", ; • • • • dated 05/20/10 and'11ist revised a d interest, prepared by Al— Ahmad, P. E. Ishaq 1. Chanda, P.E. Product Control Examiner Fxniration Date: Centemher 22. 2026 Approval Date: April 12, 2018 E-3 �lo,u d Z � s � Y8 THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL. 150 ALUMINUM SLIDING GLASS DOOR �WNWBUCruy� Z Te �) U o DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28. USING A-gKampy MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. a'obwm oma~�s-frr7D APPLICABLE EGRESS REQUIREMENTS PER FOC TO BE REM-WEI) --BY-BUIlDING_OFFMAL^---EQUI — THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE RREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE g INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 20Y WOOD SUCKS k BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. • • • • • • • • • • MINATED GLASS AND ANCHSMALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS INSTRUCTIONS: : 0 •: : •LA ORS : : : : LAMINATED INSULATING GLASS AND INSTALLED PER MAKNF's INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS nXLah'- • • • • • • • • • • LARGE/SMALL MISSILE IMPACT MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 • • • 0.0 • M _ s 1 8 R Ni • • • • • • • • A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. DET�IE WIND LOAD REQUIREMENTA M •ON WOW VELOCITY _ HEIGHT. WV40 ALL SHIMS TO BE HIGH IMPACT, NON-HETALIIC AND NON -COMPRESSIBLE. USING AAPL1CAWASCE 77 STANDARD. ZDlrt eNYY�Ii, MATERIALS INCWDM BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT DETERMINE DOOR G1PAtxIY FROM TABLES ON SHEET t3 �• Y -•.- .... COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Stall MEET THE FOR THE GLASS TYPE AND REYRORCMG 1O USE• • • • • • 1 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. I Iswc rfNA�s SHEET t5 SELECT A0ACIM DPTaN nAR•0 (� THIS PRODUCT APPROVAL IS GENERIC AID DOES NOT PROVIDE RWORMAIION '�"'g WITH DES" RATING YORE THIN DESIGN LOAD SPITED• • • • • • • • • - FOR A SITE SPECIFIC PROJECT, Lc LIFE SAFETY OF THIS PRODUCT. ADEQUACY IN STEP t ABOVE. • • • • • • • • • • • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • • • • • • - CIO `� WATER INFIITRATHON RESISTANCE ETC. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 '• At ` CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. SHAU APPLY TO ENTIRE SYSTEM. •''�D . AND TO BE REVIEWED BY BUILDING OFFICIAL. � �O1YA1•LL ���� dro•ing no. w 0�`3 sheet 1 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3• a) A1C s�i1oWN ��% $ �s- rn. _` ro 0 .... , .... r .... .... .... r J TRACK HEAD ANCHORS 282 13/16- MAX t DOOR FRAME WIDTHHEAD CC 46 1 / 8' ANCHORS 14' MAX ANCHORS IN PAMIS 2. 3 OR 4 PAM W-/S AT W-V/SIWJAMOS AT STILE ENDS SEE SHEET 15 r, 1'1 1 13/16' MIN. FALSE 6M1INTIN OPTIONAL NOW. PANEL WIDTH AT Y O.C. FOR SEE CHART ON SHEET 15 F'CAP ACrn 8' MAX ar R y}� V i e AT� r I r H H j. SEE FOR cCAPP CITJ M i m 2 .L___= _ 2 POINT SINGLE LOCK FOR RDDESCRIPigN 10PG. D.L. 3d 3n R i �, ----� I o SILL TYPE 2. 82 ANCHORS //' 3 OR 4 PARS / _ -- _ 48 1/6' _ - i � ---- POCKET (♦SEE SHEET 12 • DETAIL @R g JAMa 6. A t t M ONPOCKET PANEL MADTH P�L46 ,p $ (8 Ik ANCHORS AT 574E ENDS 6rt0AT 3'ONC.-,.j SNEEF 23) JAAS (SEE ANCHORS SHEET 23 FOR 48 ANCHORS FOR CAPACITY {p I S� ANCHORS =[ 1Yt•W INA" i h ►4 l7 l 2r B D F •• ••• • • • • • •• =�ite.Q a 'j a. s- 6• a• e• a• • • • . S a- Nrl • . .. 4= -a p) vw ama (2) I ® =51FR (2) wo a1NSIDI (Z) WWEv aLslut (2) ,® 016IA (v nEFr D:lKIDt p) IFEP 4uSIR •._•'•'.� ELEVATION '� ^ TYPICAL • • • • • • • TESTED lRNff • • • • • •2011Q �.`-, �N) }a` • • • • • • • • • • OPENING 0 0 HEIGHT . DOOR FRAME HEIGHT - 9 11%6- ,O.LO.WIDTH . NOM. PANEL WIDTH - 8'PANEL ��,1A-%% ` HEIGHT . DOOR FRAME HEIGHT -1 3/16- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 t3/t6' t mar FOR 2 TRACK 1 JA118 ANCHORS ,a 7YP. gimmit SHOWN 14- n YAX. -, 190 9/16' MAX. DOOR FRAME WIDTH F muNnN OPT1 ANCHORS IN PAIRS HEAD ANCHORS 1H 4�� AT HEAO/S-/JAMBS 2, 3 OR 4 PARS AT STRE ENDS SEE SHEET SHEETS %AT 21 19 2t SEE CMNRT ON SHEET iS PANEL. iCHMENT Al C1 r-� 1 FOR CAPACITY - ,1 i_ :-: I c FOftING IN � 1 'T=== AT OPTOOL SHEET u FOUR 2 PONTL 42 1/8- 42 1/$- O.L OPG. D.L OPG. _ SEE SHEET 24 FOR OESCRIPTION It �i gt 01 SILL TYPE 92OR 4ANgORRSS / � 1/6 48 1/8- AT STILE ENOS.f/ I PAWL WOSt1 PANEL WOTH SHEET SEE CHART ON 15 2 TRACK HEAD ANCHORS C!ttl i � Y 15 tiQ I t t rlr POCKET dAA19 ANCHORS - - SILL ANCHORS • ^ _ • • • • • • • D.VO "EIGHT - DOOR FRAM NEICHIT - 9 11/16' g 1 D 1 ( • • • • • • . O.IYO. WIDTH . HOM. PANEL WIDTH - 6' II • • • • • • • • • • PAML HEIGHT DOOR FRAME HEIGHT -1 3/16- : e � 6" 8' 8' 6' 8- 8' � �• � `,, ut t r �4 0 F-=--I marum OctvOm 01t®am mwetm mtsttsm R 5 �Ta tAVt.0. (TESTED T) •• • ••• • •• • • • • • • / • • • • } k TYPICAL ELEVATION • • • • • • • • • • #Y* - • • • • • • • A,• • • • • • • • • • • s iJ� • • • •,• no. �10! n-31 REFER TO PAGES /4. 15. 17 & 18 FOR WEEP SIZE. ••• • • • • ••• • • • • A. • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ''77--�� CLUSTER 8() ANNW1t5 �6- ....3- .... .... (SEE SHEET 22)—� .. CLUSTER SHOWN TYP. (SEE SHEET 22) ,r o i4' EXTERIOR DaERIDR 3 TRACK 149 5/16' 146 9/16- 97 3/4' MEAD ANCHORS FALSE MUNTIN OPTIDMAL DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS 14' MAX. HEAD ANCHORS 46 6 1 - ANCHORS ON PAIRS / 2. 3 OR 4 PARS ��/SI L 2 OR 4 PARS 6' AT MEAD/SILL/JAMBS MOM. PANEL WIDTH AT STILE ENDS SEE SHEET 13 AT 3. O.C. AT CORNER SINE ENDS MAX. ON SHEET 15 A sy SEE CHART ON SHEET 13 1 FSEE OR CHART A C _ C. _ FORCAPACITY CORPS 1i REINFORCWGG AT INTERLOCKS H 11 H 0 SHEET/_0PTODOAL SEEM 3 11 2 POINT 2 1/M, DOUBLE LOCOS SEE SHEET 2 � 42 1X 42 1/6- .L OF jj -__===-T=== - 1P 2 PONT DOUBLE LOCKS7 O.L. OPO. D.L. OPO. SEE SHEET 24 FOR DESCRIPTION 11 I! li �1 d g1i SILL TYPE 82 ANCHORS /SILL TYPE 82 ANCHORS Imo. ,48 1/MI DiH _ 48 - fro. ' 1/ PAi1ET,ATM 2 OR 4 PAIRS 1 2. 3 OR 4 PARS 0 40v C io y�y y O 888Wc N rR ' 3 N� z LJ - a z; A xr comet — PANEL1 SEE CPMRT ON SKEET 15 AT 3' O.C. JAMB ANCHORS — -F'OR-CAPACITY---SEE_CIMRT_O.�L� 13—_--..---..-_¢.s— ACITY J6' 14' 3' (4i ANGi0R5� / (6 ANCHORSEXTERIOR 3 TRACK in MAIL' TYP. CLUSTER SHORN ( SHOWN • • • • • • • • • • • • SILL ANCHORS ,.t (SEE SHEET 22)p U • • • • • • • • • IXPICAL ELEVATION • • • • • • • • • • •• • • • • ••• • IN MAR 0 5 )A .. . • . . . . • • . . ••• • • • ••• • • o q drawing no. W10-31 XXX (gem) OXX XXO XXX (REVERSE) xxxxxx (SHOWN) OXxxxo ,a • - r. •a l I © I 1 0 EXT61OR 0 THIS APPROVAL QUALIFIES DOORS WITH APPROVED �V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE Sill£ CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING 90' 3 13S CORNER STILES p UW MAX. DESIGN LOADS TO t60.0 PSF L� 1 M W! 4 art i C�i�sE �>:� EXTERIOR v v v u v PANEL WIM 9O CORNER DETAt '0' ON SHEET 22 r NON. ++ 13V CORNM OETAN.'P' ON SHEET 22 OPTIONAL N LIEU OF A 11 0 EXTERIOR 0 11 O ll-�. II MY CORNER DETAIL '0' ON SHEET 22 13T CORNER OCTAL 'W ON SHEET 22 101 PAMEl WIDTH I H J H C H H N r © 0 EXTERIOR 0 Q • • 640 • ©• • • 1 0 W CORNER MAN. '0' ON SHEET 22 NON-REINF. INTERLOCKS 136 CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL N LIEU OF J .. 0:9 see .. .. see [�I�L NOTE: ! 1�. • • •Ml�t O 5 201a 1. CONFIG MTIONS SHOWN FOR ILLUSTRATION PURIjpSf� �YTs • • • • • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCES DESIGR PRESSURIMS SEE SHEET 13. • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SMALL MEET EGRESS REOUiRENENTS AS APPUCAME PER FBC. • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • xxxxxo (SHOWN) oxxxxo APPROVED CONFIGURATION NON—POCKF,g'D DOORS (NON-REIMFORCED SHOWN) SEE SHEET 13 MR Dp AM REWORCM OPTIONS THREE (3) TRACKS 0 r; drawing no. W10-31 PXXX(SHOWHI) XXXP DOOR FRAME WIDTH N J H 1 1 t Y 1 Y S r I i I 1 1 1� 1 I I i I 1 1 I I 1 I jj L PYYYYYYP ISN(IIMIT DOOR FRAME WIDTH I r- rS 1 W 1 UpY � g8 t+ 6 a P H H 6 1 1 iL Y K j PXXXXXX(SHDWN) XXXXXXP R-F7MYE-YI�iH—• --- --_._ -r— ——OOOas _� I I� 1 I � C Y a_-_- PXXXXXO(SHIOIHN) OXXXXXP APPROVED CONFIGURATIONS P -KETFD�ORC (NON -REINFORCED SHOWN) SEE SHEET 13 FOR OD ANO RENFORCNC OPTIONS THREE3TRACKSTRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHIJ, v.. W COINER DETAIL '0' ON SHEET 22 135' COINER DETAIL 'W ON SHEET 22 OPTIONAL N LIEU OF J DOOR FRAME WIDTH NON-RENF. RJTTRL.00KS /F SEE CHART ON SHEET 13 ® O EXTEROR O OCKET CAVITY NOT BY COI (IT PART OF THIS NOA o� II o W COWER DETAIL '0' ON MEET 22 13T CORNER DETAIL 'P' ON SHEET 22 OPTXINAL N UEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 13S CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' k 135! CORNER STILES Z LIMIT MAX. DESIGN LOADS TO 380.0 PSF 1 1 i I 1 1 I J V C O �T 1H n_ NM i M y 2 n R1oAlIH © � �H7•� �r ��Ii_o Q!• ��r��0©Yt c 11. ml • �• EXTERIOR v • �o • • • (r v �AHI�i WtD�1 u� 9v COINER DEVIL 'O' oN SNEET 22 13S' COINER DETAIL 'F ON SHEET 22 OHiIoNAL N LEU OF J • -NDTE[ • • • • 000 • • • R 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURP05E•S+ON00 • • • • 0 • • • • • O � 5 2018 2. FOR APPLICABLE NON RENFORCED OR REINFORCES OGSIGN:M E URSS SEE 6HBET 13. • • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FTC. • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • •• ••• • • • •• • C�- OXO (SHOWN) OXO (REVERSE) ilk iii No) �, rrwic �IH T 13 W COINER OETAL '0' ON SHEET 22 ,3B COUNTER DUAL 'W ON 9EET 22 OPROHML N UEU OF J1 Oxxo XXXX(S"") APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON—RDNFOR= SHOWN) SEE Siff 13 FOR Op AM RONFO"C OPTIONS TWO 2) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH W AND 1n CORNERS 11(c WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. o = FOR DOORS USING 9(r 13V CORNER STILES TILa LIMIT MA)L DESIGN LOADS TO *60.0 PSF '. MTERIOM CHART ON SHEET 13 s EXTERIOR W CORNER cETML '0' ON SHEET 22 • • • • • • • • • • • • 13V CORNER OETAL 'W ON SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: ••• •:• 000 ••• ••SOAR 0 5 2018 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION P810SES ONLY.• • • • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REI NFORC® DEMON PRESSURES %ErSHM011.0 • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DOOR POCKET CAWN NOT BY CGI FRAME NOT PART OF THIS NOA W DOC 1 , 1 i � M ' , EXTERIOR PX (SHOWN) XP I I I I N 1 M LI PXX (SHOWN) XXP DOOR FRAME WIM I i L O EXTERIOR Jt 0 --J W CORNER OCTAL '0' ON SHEET 22 13Y COWER DETAIL 'P' ON SHEET 22 OPRONAL IN LEU OF JI r-- 1 1 I 1 1 1 I� I I I , i L_- 1 DOOR FRAME WIDTH j H H I I 1 L-- L_ PXXXX (SHOWN) PXXXO XXXXP OXXXP v v u THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 13T CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 13S CORNER STILES LIMIT MAX. DESIGN LOADS TO t60.0 PSF NOTE: ---- 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, P� c 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. R 4. DOOR SWILL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. v Q� I I 1 i 1 1 J �IfNrenee..�. v v v 13T COINER DETAIL 'P' ON SHEET 22 DOOR FRAME WIDTH yw_rMnu. • TFALOCKR W COWER DEWL 'O' ON SHEET 22 I= CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED 'QNFI^UtRATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS POCKETS ARE HOT PART OF THIS APPROVAL No TO BE R£1AENED 8Y mu. v rY Oes ... .. O $ P018 .. • .. . LIAR • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �'1T111�11�1� �1 1 i-Hill, 1 drorlry no. DOOR FRAME WIDTH ± i z. t xxxx (SHOW) oxxx xxxo xxxx (REVERSE) oxxxxxxo Mwm- Fil ..... ma -0 - W OORNER DEMIL '0' ON SHEET 22 13T CORNER OVAL 'P' ON SHEET 22 OPipNK M LIEU OF JI THIS APPROVAL QUALIFIES DOORS WITH APPROVED �V CONFIGURATIONS SHOWN WITH W AND I W CORNERS ro WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. _ FOR DOORS USING W k 13V CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF ie �a NDN-REINF. SEE CHART • •• • • • • ••• • •• ••• •• • • • •• MAR 0 5 2018 NOTE: .0. • • .• .•• • .. • . • ... APPROVED CONFIGLIReTIONC 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PQT-ASES:NLY.• : • • : • • • • j NON—POCKETEn DOORS (NON-REpIFORCED SHOWN) 2, FOR APPLICABLE NON REINFORCED OR REINFORCCOD DESIGN PRESSLWS SEE•HE SET •4�.• • • • SEE SHEET 13 FOR Op AND RENFORCMG OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REOUIREMENTs As APPLICABLE PER FBC. r°RDDEIC [ AEYCQi e ospiyiE tdl>t � i17R� A�e'eN• •Zv amwrg m W 10-31 xxxxxxxx is vow) oxxxxxxo xxxxxxxo (SHo") oxxxxxxo THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF W CORNER OETMt '0' ON SHEET 22 135' CORNER OCTAL 'P' ON 9EET 22 OPTIONAL N LEU OF J Q -� 0 EXTERIOR HO W CORNER OCTA O' •N•9NEE622• • • • • • 13S CORNER KTAL 'P' ON 6HMF 23P • • • • • OPTION N Ujtt OF J • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• MAR 05 NOTE: • • • • • • • •• • . • • . • • • • • • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPt% ONLI • • • • • • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED aDESICN•PRESSURE9 SEE MEET 13. • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SWILL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. • • • • • • • • • • • •• ••• • •• • • • • • ••• •• • •• 9 N10DQCf vxVmm 11/411/45i� LyY>t110 :E1� �u.._ 4"v -SjRo • O O a : O ttttt 1i tt��� AM lQl _ /, OF drawing AO. W10-31 DOOR FRAME WWTH r_Id r �ry{ajci 1 i PXXXX (SNOWTI) XXXXP DOOR FRAME wlmH NOM PAF&I. WIDTHNON-REMIF. YtfERiOCKS -i MIM Ts� LJ U LXILKKM \^J t`yr -o INTERLOCKS X1 SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED V CONFIGURATIONS SHOWN WITH 90' AND IW CORNERS M� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT. n ; FOR DOORS USING W do 135' CORNER STILES y LIMIT MAX. DESIGN LOADS TO *60.0 PSF aC E V c � W c R pelts I U w CORNM DETA& 'O' ON SHEET 22 - - -- — —135--CORNER-0ETA4.-'P'-0N-g1EE1_22. OPnOM IN LIEU OF d N22. 6 6 t���► ??�� Ab.wksp+co&N°s��� f ? S •• •a• • • • • • •• tA•Y llf �qSL 'o, • • • • • • • • s#sus � 4 3 all�*n � ` APPROVED CONMURATIONS�. POCKET'EO ODORS (NON-RDWORCED SHOMN) NOTE: • • • • • J d - Y i 3 SEE SHEET 13 FOR Op NO REINFORCMG OPTIONS • • • I. CONFIGURATIONS SHOWN FOR ILLUSTRATKNd•Pi3" ONV- • • • • • TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED 9ERIGN PRES%RE%AE SHEET•1•S. • • • •,• _ ;_ OF drawing no. FOUR (4) 3. FOR ANCHOR DETAILS SEE SHEETS 15 TNRU 423. • W 1 0-3 POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AND TO BE REVIEWED BY All. if11I I I ahaet T 1 OT 2 • • • • • • • • •• •• • • • ••• • • • ••• • • • •• •• • • mAur wwm. I I PXXXXXXXX (SHOWN) O XXXXXXXXP OXXXXXXXP POCKET CAVRY NOT By CID NOT PART OF THIS WX PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS ,POCKETED DOORS (NON-IPENF'ORCW SHOWN) SEE SHEEC 13 FOR DP AM ACWW ENO OPnONS FOUR .(4) TACKS POOMTS ARE HOT PART OF THIS APPROVAL AND TO BE REVIEWED By ANU. r- I I I I THIS APPROVAL OUALIFTES DOORS WITH APPROVED y �' CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 c1 ARE PRESENT. e 3 FOR DOORS USING 90' Ac 136 CORNER STILES ^ LIMIT MAX. DESIGN LOADS TO *60.0 PSF F n 5 �r $g FRAME WIDTH 6 g ,34} ppae� $Ns„� S C y Q W 0 o EXTERIOR o 0 ® 0 ti I W CONrtR DETAIL '0' ON SHM 22 O 13S' CORNER OETAR 'P' ON SHEET 22 1 N ' OPTIONAL RC LOJ OF J OROOUCTRYY� w -MYN••iiNNil• .03 � v g562 13 v 4M JO �b OH EXTERIORse 6 OH • •• • • • • ••• • •• ••• •• • • • •• MAR 05 ROTE; • • • •00 • • • • • • • • • 1. CONFSGURATwm5 SHOWN FOR ILLUSTRATION Ri7RPOSFi ONw. • • • • • • • • 3. • • 2. FOR APPLICABLE NON REINFORCED OR REIAF99CED :ASIGN PAGRAqSEE SHE74 • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REOU,REMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS CAPACITY CHARTS PANEL N'IDM �pml- NOW PANEL MDT- NDIL PANEL WN"ll !1/6 APPUCAIXE FOC EGRESS REVIEWED BY T. 9E REVIEWED BY AIiJ. atItowf30-1/6 raa"408��36-1/a A- . ( V $ n O ; 1'O ; 1 lei i 1'1 a 7 N �pa (0 Q � wr`rj y� N C �< O 1y n N 1, It A� 3 Z �' DLW.N LOAD CAPACITY - Pgl (GUM) 110a. 111•L am woo oom [ ISO woo WAD OF ►oms "m CLASS TYPES 'A' A 'A1' CUSS TTM '1. Y 'at' 1/0 RIW. vm Rxm. off + M.(-) VT + WT. - 24-1/6 30-1/6 20-1/8 42-1/0 46-t/a 54-1/0 82 to a0.0 10.0 a" OOA 10 00.0 60.0 s0A a0.0 10 00.0 000 00.0 404 10 60.0 a0.0 e0.0 60.0 w /0.0 OOA Do.o eoo 9 513 73.3 71.1 71.1 24-//6 -10-1/6 42-1/9 46-1/0 54-1/6 '4 10 a" 60.0 80A a" •'ON f0 60.0 smoJ6-t/a solo a" 10 solo solo Oslo 70 OO.0 00.0 a" $&a '0 solo 00.0 e0A 00.0 1 as.s A7.3 71.1 71.1 24-1/0 11/3 36-1/6 42-,/8 45-1// 60solo a" mo OOA 8" 80.0 00.0 OO.o 00A r.. /O.o Soo s0A a0. 0 aa0 60.0 aoo 60.0 OOA 60.0 00.0 L24-1/5 a6 10 ao.0 00.0 aoo 00.01/a to 00.0 solo ao.0 o0.01/O 70 60.0 00.0 $&a OOA1/0 10 60.0 W.0 00A Oslo a ao.0 Sao a0.o 3" CLASS TYM 'A', W. 'Al', '91• WM QffSIREM. L1R + M.(-) 24-1/e 30-1/a 36-1/8 47-1/5 48-,/3 54-1/0 102 10 - - 00.0 s0.0 10 00.0 60A t0 - - a0A 60.0 10 _ _ 00A 10.0 10 OOA 00.0 / 34.4 $4.4 YI 24-1/8 loe - no ao.0 LJO - - e60 60.0 - - a0.0 00A 10 - _ - solo 00.0 24-1/5 10 - - •DA 00.0 _ �--- - �4✓1 iWa14',j , -- 30-1/8 10 - - 80.0 a0.0 30-1/8 114 10 Oslo Oslo 42-1/8 to - - no e0.0 _ NOTE: 4•-1/6 / - smo 00.0 GLASS CAPACITIES ON THIS SHEET ARE 24-1/6 10 - - a0A 00.0 eo,o E• m, • • • • • • • ' ' • QASED ON ASTM E1300-09 (3 SEC. GUSTS) aao.0. • • • • AND FLORIDA BUILDING COMMISSION 30-1/a 120 to - - 00.0 Solo • • • • i • • DECLARATORY STATEMENT DCA05-DEC-219 42-1/a 10 - - a0.0 a0A • • • • • • • • • i6-1/6 9 - - 00.0 Solo • • • • • • • • • • • • ``t\ \1'1 1 17j ' 1 n n h n � N N • ••• •• • • • 1 • • • • • • • • • • • • or SILL RISER ITEMS EB OR E8.1 ARE REQUIRED FOR LOADS • ' ' ' ' • R � ABOVE +60.0 PSF ONLY. � ��`, UrnmLOCas INrllLOM ' Inn W ,� • G 1G 8 jE� •' '' `gyp � « =t : � o �• drawing no. Wl0-31 sheet 1 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' MIN. CLASS 3/16' ANN. CLASS �t • a 075' iriterloyer 075' int.rlayst PET %1 I SoMx CP With PET Core 'Eas SdW CP Wlth Caro 'Eostrrian G OR mn Ch emical CO.' Chemka Co.' OBR Z 090' Interbyer 090" Interf•yer Soflox Char And Color CIO" SatWx Char And Color Class 'Ewlnwn By Eostrtwn ChemRroi Co.' By Chem" Co.' OR Olt •S 3/6' Alit SPACE S R C� �' By 'Kuroroy Am•doo, Inc.' By 'Kuroray Americo. Inc.' pN OR .090"WA*rkWw 3/16" TEMP. CLASS OR M. r• dWB Troeffol Pye,,,,tt By 'Kumray America. Inc.' 3/16' NEAT STRWD GLASS By 'Kuroray Americo. Mc.' 3/16' BEAT STREN'D GLASS 1e SILICONE GE SCS 1200 SILICONE GE SCS 1200 995 LL aLr DCORNING 995 DOW CORNING 3 Y7 Y1 XL EDGE SPACER n y ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OLNNE1t' 0: O SETTING BLOCKS AT 1/4 POINTS ON LRES a O OR SUPER SPACER BY 'OUANEX' V a a tt , THAN 36' 0: SETTING BLOCKS g C jW VI DIMO►ETER 55*5 , A4 POINTS ALL SIZES $ W EPDM DUROYETER 6535 iS GLASS TYPE 'A' MASS TYPE 'Al' y 7/16' tM IA L LAN. GLASS 1' OVERALL 96UL. LAN. GLASS � Y off^ p N» 3/16' HEAT STREWO CLASS 3/16' HEAT STREN'O GLASS 075" erbyer CP 075" Niterloyer So1Mx With PET Cora So"n CP wit PET Con Tostnan Ch"cal Cc' % OR 'Eostmm Chemical Co.' . g- X lChor u o Saflax AndAnd Coon Gtoa Sonex Clear And Color Gins Tostnan ChamlCol Co.' By TAstmon Charnkal Co.' OAR • 3/e" AIRSPACE 'OR v By 'Kuroray America. NC.' By 'Kuroroy Americo. Inc.' OR O90" Interfoyr 3/16' TEND. CUlSS .090' hd rloyer _ �hoMlol-PVB ` By 'Kuraray Arrloo. Inc' By 'Kuroroy Americo, tie.' t�ATY� }{ 3/16" wAT STREMD CLASS 3/16" HEAT MERV CLASS �pf Y`eelirsCys���� t37 SILICONE One $ CE SCE GE SCS DOW CORNING 699 GE SCS DOW CORNING 699 S P411"i a r� 995 coa►arLc a. •- CORNING DOW coRHINc cow KING 99s •• ••• ,� � wa. wire � • _ n !+ Mi Y1 �� SPAC�t • • • • . • •• • • • • • • • _ - 6 AQ - B SETTING BLOCKS n Sr. STEEL �' • • • • • • • a : o W 1/4 POINTS ON LRES W� TIiRNI 36" OR OURASEAL BY 'OIUIIpt' • • • • • • • • • O MAWEP%l OUROSETER e53S 0 O OR • • • • • SUPER SPAM BY 'OUANEX' • • • • • • • 11 1 N BAR 0SETTING o BLOCKS c, AT 1/4 POUTS -• SIZE W W EPDM OUROMETER as*: • • • • • • • • • • • - : * b • • • •• • • • • • • • • • • • • • • + }C droning no. GLASS TYPE 'B' GLASS TYPE 'Bl' • • • • • • • • • • • • ±q6� • 7/18' OVERALL LAM. C1A55 1' OVERALL IISLJL. LAM. CLASS •'•I!2ppq/.:_,•p W10-31 GLAZING OPTIONS ` il sli••t 14 or 8 L�`� ••• • • • • ••• • • ••• • • • ••• • • 3 KSI TYPANCHORS M CLUSTERS ANCHORS 2BY WOOD BUCKS IN CLUSTERS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE 8: NTERLOC END$ & INTERLOCK ENDS . a .►bit auw1TJT� & 3 KSI SEE CK-M FOR OUANTRES 41 ANCHOR TYPE A 1. 18 INTO 26Y WOOD BUCKS ANCHOR TYPE A OR WOOD STRUCTURES THRU 18Y WOOD BUCKS INTO 3 KSI CONCRETE DZEGN LOAD CAPACrtr - PSP (ANCHORS) RMIa •DIN run D00R nO•a RICAD ANCHORS (Tm A, a a C) aHL ANCHORS (TYPE aa) aura 4a 9121JNIDum Doe mF/4001AM sm AT Dee ♦ rxi{+ M a IXT.(a a afL(� a EXT.(+ a a[TA- s Va.(i - /a 30-1/a 3a-1/a 42-1/4 4a-1/a x-1/a 82 80.0 - - 80.0 - - aa0 - - 00.0 - - •aD - - 702 80.0 - 7.4 SOX - 6&7 00.0 - 06.3 80.0 - 63.4 $0.0 - r "A 71.1 59A 71.1 71.1 2h1/a 30-tro 30-1/6 42-1/3 4a-1/a x-1/5 es 80,0 e0.0 - aa0 soo - - 7" 40.0 -- 71.0 MO - 67.8 sa0 64.3 80.0 - a2.3 so.o - aa.t mo a0.0 58A Mt 71.1 WO 71.1 71.1 24-1/a 30-1/6 3•-1/8 42-1/8 48-iro 90 a" - - aa0 - - 79.7 80A - 7" imo - M2 00.0 - a5.a a" - af.a s0.0 - 50.7 bA 80.0 Ss.7 s0.0 80A ea7 00-0 a0.0 24-1/9 30-1/a 3a-1/a 42-1/5 % Soo - - 80.0 - - "A s0.0 - mo 80.0 - sea 00.0 - eme aa0 - F.0 Sao a0A 6co =A 40.0 40.3 73.a •a0 24-1/a •3a-t/•- 3a-1/a 42-,/a 48-1/a 54-1/a - ,m eoA00.0 - a4-. - 50.3 5a2 00.0 '00.0 3W F5-4. F.4 ao.0 s0.o sa0 47A 45.6 00.0 00.0 M.3 42.0x.4 x.424- 30-1/a 3a-1/a 42-1/3 a3-t!a Ice s0.0- 00.0ao.o - - 55.3 s0.0 60.0 52.5 a0.o 6000 N.1 GMO 60.0 46.6 60.0 00.0 ea0 aa01 42.2 1 ao.0 90A 41.6 64.4 54.4 1 39.4 1 $4.4 54.4 24-1/0 30-1/8 38-1/5 42-1/8 45-1ro 114 sa0 - - e0.o - - 00.0 - - 57.2 00.0 40.0 at.a sa0 ao.0 4a2 a .o 00.0 4aA s0.0 80.0 43.6 ao.0 . N.a 00A 60.0 3a.4 39.1 00.0 24-,ro .-,/a 3s-,ro az-Fro N-t/a ,to 00.0 - - 6a0 - - 5•.a 4aA aa0 •a0 540 Sao 00.0 sa0 Soo W3 aa0 so.0 43.1 90.0 60.0 4IL11 00.0 60.0 38.9 564 60.0 30.9 56.4 004 bXI i3 TYPICAL TYPICAL ANCHORS N WrG. STILE AT TLOOCCK METAL sD1UcnlaEsWOOD 'ON.aV ffi� NOTE SHEET 1 t INTERLOCK ENDSSEE HART & E D SEE SPEC BELOW !}z$ FOR QUANTITIES SEE CHART FOR OUANTITIES 0 FDCE' ftT., , - 13 S/d; •. . 3 EDGE 3 5/8- Z +` olsr � .21 -1 d' � ANCHOR TYPE B DIRECTLY I(TO 3 ICSI CONCRETE ?. � � TYPE C ETAL STRUCTURES INTO R(TO METAL \ $ VV a OR APPROVED MULLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY CIA WIDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM MOO INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH p 8 Qj 8 TRANSFER THEM TO THE BUILDING STRUCTURE STD. FRAME HEAD AND SILL t TYPICAL ANCHORS: SEE ELEV. FOR SPACING -� - AT HEAD - - - �TYPE 'A'- 1/4' X 3-1/4' LYTRACON RY 'ELCO' (Fa-177 K9. "155 K9) - - - - -AT JAM89--- - - - - TYPE 1/4' &A. ULTRACON BY ' m' (Fw177 fM Fy-155 KS) THRU 18Y BUCKS INFO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES d f i 1-1/4" MIN. EMBED INTO CONCRETE " 1-1/2' MN. PENETRATION INTO WOOD I C THRU 20Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2- MN. EMBED INTO CONCRETE 'Er- �� 1-1/4• NON. EARED INTO CONC. OR MASONRY 'B'- 1/4' OIL uLTRACON BY 'ELCO' Fyr155 YO �S TYPE 1/4' X 3-1/47 ULTRAMIN BY (Fw177 KSL F)-155 KSI) DIRECTLY INTO CONCRETE f TYPE (r -177 K31. Ks) 1 DIRECTLY INTO CONC. OR MASONRY 2' MN. EMBED 1-1/4- MN. EMBED INTO CONC. OR MASONRY (( O =N 4 TYPE 'C"- ,114' DIA SE1F DRN 1 I Nt SCREWS (GRADE $ CRS) � � TYPE 'C.- 1/4' OIA. 4S1 c l Sate SCIONS (GRADE 3 CRS) INTO MNMI-OADE COUNTY APPROVED MILLIONSOR ARNAI-MDE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES (WAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Z _ X 4 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE f1 (3) THREADS MN. PENETRATION BEYOND SUBSTRATE i 8- ALUMINUM: 1/8' THK. MIN. (6063-TES MN.) 1 ALUMINUM:- 1/W THK. MN. (6063-T5 MN.) 51EEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) (SIEi. INCONTACT WRH ALdA&M TO ESE PLATED OR PANTED) - STEEL 1/8• THK. MIN. (Fy . 38 KSI MIN.) I - ((STEM IN CONTACT WITH WKM TO BE RATED OR PAR@) - _1 J it V O Gj F - _ AT SOU.- - - - � - M j '82'- DN. LATOMOD BY 'ELOO' KSI. 155 XR) INTO CONCRETE OR W30NNY - 2-1/Y MN. f TYPE ,I,/4' (f1.-177 DIRECTLY INTO CON TE CR CONE INTO WOOD STRUCTURE - 1' M. RITO METAL STRUCTURE - 3/4' MK onoomrasymo }CTL uN. TO C R AT HEAD OR ~ 60 CONCRETE AT HEAD, SILL OR JMMI6S fc - 3000 PSI MIN. c R wy --IZcLZ/�Z ANCHOR CAPACITIES LISTED ON THIS SILL RISERS c SHEET TO BE USED IN CONJUNCTION SEE SHEETS 14, 15, 17 h 18 FOR OPTIONAL SILL DETAILS k �•. S WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY A14 LOWER APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE 8 ANCHOR TYPE 8 - TO 2 AND 4 TRACK FRAMES. � DUMCTL INTO 3 KSI CONCRETE g DIRECTLY INTO 3 KSI C%VRET 3t • • • • 00Ib O ry ry 4 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. • • • • • ? ••� • a s o KARDENUID ... � iota STRENC)H GROAGEOST • • ^• ul�l}C lTaE+ • � droving no. HKi7/ ° • • 000 p, '�'`'` rC = s000 PSI MN. • . ALOR�. W10-31 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/O RERWOOCIM AIM. SIZES NOT BY C.G.I. ••• FOR QUANTITIES , LIMIT O(T.(+) LOADS TO 80.0 PSF FOR DOORS W/ RENF. UPTO s8 NI. HT. MUST TRANSFER SMEAR • 4ps \ LIMIT EXT.(+) LOADS TO $0.0 PSF FOR DOORS W/ RENT. ABOVE " N. HT. UPTO 120 N. HIGH. - _ LOADS TO STRUCTURE 1 1110, sheet 15 of 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 KSI 3 a 1T IN CLUSTERS 28Y WOOD BUCKS IT IN CLL61 S TYPICAL ANCHORS �. CONCRETE AT MTG. STU k NTTRLOCK r SEE NOTE SHEET 1 AT MTC STILE N CLUSTERS A TYPICAL ANCHORS CLUSTERSTILE � IM ENO$ 3 KSI k INTERLOCK ENDS 1BY Wow &1CKS • INTERLOCK am AIN METAL STRUCTURES Fl> - CFNRi . fO�t. QU/1yiJTl23 CONNCRETE FOR OtIMAt7ETi rSEE NOTE SFffET 1 a SEE SPEC BELOW e EDK DST. - . Y S/A• ..I I FOR 0(LANTIii1F55 SEE CHART FOR OUA NTRIES Z p sIT. Eoc-I *ST `S s%E'. 3 IT EDGE 3 sla- g" DUST. --ffl Q t fl !F11PE A iz $g aI`f ��+T i tFw O �hC V`�R INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ ANCHOR TYPE A THRU 1 BY WOOD BUCKS 1 9 ANCHOR TYPE 8 DIRECTLY INTO 3 KSI CONCRETE 99 ANCHOR TYPE C INTO METAL STRUCTURES = b1 DESIGN LOAD CAPACITY - PSF (ANCHORS) PINK ►rib s0M Laois Coal cm HEAD ANCHORS (TYPE A. 9 A C) SILL ANCHORS (TYPE 9e) CUALRR Al stacna llum Dian CLUSR t Al ms/memc Din 4 M. - e M, - 0 M. - 4 Va.(.)OCT.(4 M.-)- e I e pcT.(4 24-1/s 36-1/0 42-1/4 411-t/8 54-1/6 e7 SOA 80.0 e0A - - 76.2 SO.0 - 72A 000 - 00.7 00.0- M.i s40 - "A MO - 62A SOA - 00 0.5 00 s0.0 24-1/s 30-1/6 30-,/8 42-,/i 46-t/a 54-1/0 °4 wo - - e00 - - 00.0 - - smo - - 75.5 800 - 71.6 OOA - $7.e solo 64.3 solo 623 80.0 - one.. 1 a" a0.0 5s.4 80.0 90.0 00.3 °0.o 90.0 24-1/e 30-1/8 36-1/0 42-1/4 4i-1/8 84-1/8 90 80.0 - - s0.0 - - 10.7 80.0 - 75_e MO - 602 80.0 - wit $0.0 - $1.9 - 58.7 1 °QO 80.0 00.7 Isom e4p ipA 33.7 e0.0 00.0 1 3" 1 79.2 W.o 30.1 70.t MO 2h1/6 30-1/6 36-1/8 42-1/8 40-1/0 t 9° ma - - 000 - - 73.8 1 eo.o 9" -$0.0 03.9 00.0 - 00.e °O;o - 57A 00.6 BOA 544 SO p.0 51.e 77,9 WA 4A3 73.0 solo 4" 72.3 MO 417 60.0 I 00.0 24-1/0 1 W.0 - - =A - - - - 36-,/0 42-,/11 4s-,/e 54-t/0 102 503 MD 00.0 502 60.000.0 5L7 SMO 00.0 50.0 60.0 80.0 47.9 00.0 SMO 40.5 eo.0 00.0 443 1 OOlo 00.0 42.0 OOA 00.0 24-1/0 30-1/e 30-1/0 42-1/0 48-1/9 53-1/0 106 1 000 - - 00.0 - - 00.0 - am - - 313 604 GOA 02.3 00.0 40.0 40_1 a" 60A 40.0 wo 00A NA 00A SOA 02 1 60.0 60.0 41.6 00.0 60.0 30.4 1 50.1 00.0 24-1/8 3D-1/0 36-1/8 42-1/8 46- t 6 114 mo 572 00.0 00A ODA 404 00.0 $0.0 00.0 43.4 00.0 00A EWA 00.0 38.4 50.1 00.0 2h1/4 30-i/0 36-1/0 120 - ODA - - 0 80.0 54A e0.0 00.0 solo 403 40.0 00.042-1/8 0 mo 40.080.046-1 INTO 3 KSI CONCRETE � + OR APPROVED MULLIONSWOOD BUCKS AND METAL STRUCTURES NOTBYCCI WWppWb INSTALATION CONDITIONS SHOWN APPLY TOMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMBOTH 2 TRACK AND 3 TRACK SYSTEMS WITH $TYPICAL ANCRORS: SEE ELEV. FOR SPACNG TRANSFER THEM TO THE BUILDING STRUCTURE STD. FRAME HEAD AND SILL.tbaiS-AT HEAD - - - - - - - - AT LOW-RAGON BY 'E1CO' (fw,n K51. Ay.tSS KS>)HYPE 'A'- 114• DLt ATRAGON RY m• (r-i77 Kst. Py-1s0 �THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4- MIN, EMBED INTO CONCRETE � 1-1/2• MIN, PENETRATION INTO WOOD THRU 26Y BUCKS INTO CONCRETE THRU 18Y BUCKS INTO CONC. OR MASONRY 1/2- MIN. EMBED INTO CONCRETE I� 1-1/4' MN. EMBED INTO CONIC. OR MASONRY TYPE '8'- IZ4- X 3-1/4' ULTRAODN BY 'FLC0• (F-m KsL Fy.1% W TYPE 'B'- I%4- OM. UITRACON BY !ELW (r-in K51, Fy-m K9) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 2' MN. EMBED 1-1/4' MN. EMBED INTO CONC. OR MASONRY TYPE 'C'- l/4' mo. SELF ORR_L.LNG SCREWS (OPAOE 5 CRs) 1 TYPE 'C'- 1/4" OY SLl F Mtt 1NG ACRE S (GRAM S CRS)INTO WAW-DADE COUNTY APPROVED MULLIONS � MAW-DADE COUNTY APPROVED MULLIONS ORINTO METAL STRUCTURES (HEAD/SIWJAMSS) INTO METAL STRUCTURES (HEAD/SWJAMSS) (3) THREADS MN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/0- THK. MN. (6063-M MIN.) ALUMINUM: 1/3' THx. MN. (eo63-Ts MMI.) STEEL 1/8' THK. MIN. (Fy . 36 KSI MN.) STEEL1/8' THK. MN. (Fy . 36 KSI MN.) -(STEEL IN WaAa WUN ALULYROL TO 0E PLATED OR "MM) -. I1 - (STEEL n CONTACT 1" IlUM4W TO 6E ftA= OR PlIMM).`..AT SELL - �J 1�TYPE '82'- �������' (N-in KSL "153 KSI) INTO CONCRETE OR MSSONRY . 2-1/2' MN. DIRECTLY IRO CONCRETE INTO WOOD STRUCTURE . t' Mon. IRO METAL STRUCTURE . 3/4' MIN. --------- - .OW AT' WIN. -ANCHOR CAPACITIES LISTED ON THIS SILL RISERS VROOUCCREVIIIIIIIIIIIII AT 4MIBS fm � 2000 t'S7 IrlSHEET TO BE USED N CON.NNCTION SEE SHEETS 14. 15. 17 & iS FOR OPTIONAL SILL DETAILS Y°°=�'� NYt4 THUSWITH CLASS CHARTS ON SHEET 13 / AND SHEET t3 FOR CAPACITY =046LOWER APPLICABLE VALUES CONTROL. V..♦ondes Beta�32j"" 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. DRECTLY HAD 3 KSI ERE IL t WTO 3 LCSt CONCRETEPLEASE SEE FOLLOWING SHEETS FOR DETAILS. • 4 ♦_f_i HARDENED • •NO -MET /NON-SFISNKAd • • �E � • • • • 4 000 ]8A 06.4 00.0 HIGH _ 5� • • • • e O r rt J y OP •�'• ` LOADS TO 60.0 PSF FOR DOORS W/O RDI•'ORCRNG ALL SIZES NOT BY ral SEE CHART FOR QUANTITIES 7� `V �o i...... LOADS TO $0.0 PSF FOR DOORS W/ REW. UPTO 96 eN. M. MUST TRNNSIV SHFAR / � ♦ LOADS M 60.0 PSF FOR DOORS W/ ROW. ABOVE 96 N. HT. UPTO 120 N. HIGH. LOADS TO STRUCTURE N / 11 11 1L • • • • • • • • •• •• • • • • • • •• •• ••• • • • ••• • • HTDwtng no. W10-31 SHEET 15 FOR ANCHORS I .EDGE OtST. 3 s/$" EDGE . DrsT. O SEE SHEET 15 MR ANCHORS �v z Q � o WEEP SIZE 1 /4" X 1 /8" 14 REFER TO SHEET 15 FOR VARIOUS WSTALATION CONDRIONS. OPTIONAL SLANT SILL ADAPTORS ` 4-3 U C �w DECORATIVE SILL COVER � C OPTKKAL v N 1 -a 3 r+ww+rr� �f•ilY 0• ipy jr —• t REGD. FOR LOADS 1N YETALLiCSILL RISM .SOW PSI WN. LOADE FOR S NO T By om WIMDMSJ(D ® ABOVV ABOVE +00 PSf Mig? T1WXWER S AR LOADS TO STRIK:R/RE d.//`'' O � i i i• 3 EDGE DISf.• •S sue. i S KS1 CONC. EDGE • •S %Wr r•' i 3 y61 CONOI o • • s • • �1@ • R @ UREE (3j • TRACK DOOR • DETAILS • . • • • •• •• • • • •• •• ••• • • • ••• • • rI� j t 1 it drawing no. W10-31 FOR IXS OR LARGER WOOD BUCKS WX. O W OR LARGER WOOO BUCK OR WOOD STRUGTUAE 0 EXTERIOR EXTERIOR 1 H i RDW, AS W=. SEE \J �ON �FOR CAPACITY I °,,�• WX. LOAD BEAM SHIM 0 a, 010 X 1-1/4' SS PH SMS PER CLIP 3 PER AT 1S' FROM EACH EMD ►Q AND AT MOM AN v.• MAX. %S X 3/4• SS 1 PEERR CUP, SMS LOAD BEARD O Mg N Nlq •• • • • • • w -� • • • �•�� ••� •��y • a z o • • • • +WW+i�l� • 11,// ODOR FRAYPMOTH • • • • • • • • • �H /i � o • • no. 'lam` woo-31 THREE ( 1) TRACK DOOR DET� IONAL" 7of ••• • • • • .•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS EDGE ow. hi 1 3/4' �S � EDGE DIST. 1 3/4" ' .. o_ z g 3 y 951 CONC. � ••; . � I 3 1CS CONC. g WEEP SIZE 1/4" X 1/8"� o + REFER TO SHEET 15 FOR YARfOUS INSTALUTiON CONDITION 1r OPTIONAL SLANT SILL ADAPTORS iO OECOMTIVE SILL COVER I OPTIONAL O O 4 y °• w W dz g if pp I SILL mw OPTIONAL FOR MOM i +W PSF o� SILL SER NOT HT iwHool�ws On ++60 vsF R �IICr u �S yy LOAD TRANSFER IMSWA L1Acs TO i a vfLL1�llM& � A SIRLCIURE A (^� O • • • • • • • • • '"^�ti O O \` + ' i ..` • ,a. ma D. j y�4 ISH 3 1tS CONC. EDGE DIST. 1. 311 y KSI CONC. • • • • • • • • ""Y' Q Fl•g • . • • • . • • • • I SEE SHEET 15 FOR MOM• • • • • \? � W 10—' nj SEE SHEET t6 FOR ANCHORS TWO �OIMAL HIA••t 18of (2)TRACK DOOR DETAILS . rrr I t� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2' MAX. K1 L1 #10 x 1-1/+' SS PH SMs 91 PER CUP Siml PANEL WIDTH 3 PER PANEL 1/+' MAX AT 1D' FROM EACH DO M2 LOAD BFAAINC �� 1 �}---1 01 I LOAD2- SHN('TYPICAL ANCHORS •, 1 � WG ! AND AT MDSPAN SHIM /6 x S/+' SS FM SMS\ i PER CLIP- EXT,i • • • pn, • • • • c • • • • • • • OOC4 GiA11E 7YDTN ODOR FRAME WDTH EX�R10R ODOR FRAME NTDTN � • • • • • • • • • •• ••Ax n Min • • • •• MOOD BUCK 1 STRUCTURE NOTE SHEET t • • • • • • • • • • • • • • • • • • • • • ... • .. •,� i ale . • . • TWO (2�C DOOR DETAI1SDETAI� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • r L.J SEE SHEET 15 FOR ANCHORS EDGE DIST 3 5/6' EDGE EDGE, DIST.. •; ... a3'S�. tL_.. . NON- 57fR1W. NON-METALLIC fc . SM PSI MIN. NOT By COI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE nSO 0. SEE SHEET 15 FOR ANCHORS 0 (► ar' REFER TO SHEET 15 FOR VARIOUS I i INSTAUATION CONDMONS. I •Y sp c Aq S w WEEP SIZE i /4' X t /8- 2 � � a OPTIONAL d W SLANT SIL ADAPTORS SW.L COVER M OPPONN M N a3 R � (rfTlTfl FOR S ORtM �( T RR . ABOVE FOR r60 PSF y $ $ $ j( T 4 t L/ • • • •• A � =n�ro .... ... _64� if Mo. .'. :. .7lWR:0 9 291 '.. " OF W �. W10-31 FOUR (4) TRACK DOOR D -T tL �� • oty i Milt % 1/2- MAX. LOAD BEARM SHIM TYPICAL E p EXTERIOR 2X8 OR LAP= %VOW Buds WOM OR #10 X 1-1/4' SS PH SMS o i PER CUP 3 PER PANEL G AT 1a- FRON EACN END M2 I/2� MAX. AND Ai ►ppSPAN 1/4' MAX LOAD REARM /a X 3/4' SS FN SMS LOAD aEARM SH M i PER CUP SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING Co. . . . • wt • l ILt.t_ {•fgl• !•• • •• METAL 3RUCTURE CAL ANCHORS SPACM METAL STRUCTURE DETAILS APPLICABLE FOR OUTSIDE ALL DOORS WITH CORNER CONFIGURATIONS A OO By CORNER /10-24 X 1/2' FN THREAT FM THREAD CUTTING SCREWS AT 6' FROM AT 6' FROM ENDS k 12' O.C. WTERED AT HEADS JOINTS EXTERIOR LOG-16 x 1/2" MN SELF ORILLING SCREWS AT 6' FROM ENDS R 12' O.C. eI 3 6/6' 3 5/6' ��►°1e Momxregym mw Ohl ter. !{ W (6) ANl7i0R5 6' 3� Imo. 3� E' � 6' 3� 6' 3� • • • • �•:6)•.ANG�. • • • • • • • • • • • • • ♦tail i (B) ANCHORS • • • • (8) ANCHORS • Na 6' S' 6' 3' 6' 3' 6' 3' 6 • • • 6' • 3• • • • • • • • A , TWO (2) TRACK THREE (3).FOUR (1) jga(`,js TWO t2) TRACK MjREE (3) TRA('.K :FOUR (4) TRACK • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • ir_ � ily d dtawiny rto. W10-31 TYPICAL AT PANEL 4 CORNERS 2XIERM-momm POCKETRD JAMB O 1-1/8- MIN. MT— EDGE DISt. TYPICAL ANCHORS TYPE A. 8 OR C AT 6' FROM ENDS AND O.0 O.C. INTO WOOD/CONC./METAL BLOCK ONLY 1:1/2; MMK WOOD EMBED/4- MIN. BLOCK EMBED /,///,/ BOUO)-C—K /A POCKET CAYTTY NOT BY CGI NOT PART OF THIS MOA TO BE REVENED BY AHJ W4 IN t ol I F Noll t ................ no ro) ..... ...... • R r a EXTERIOR AJ4, OF dmwWq no.0 - W1031 CODE PART No. DEBCRIPTUON MATERYL MAKUP. REYARLB El COI-163 FRAME SILL 2 TRACK 6063-T6 C01 EXTRUDER E2 COI_ISI FRAME MO 2 TRACK 8063-T6 OGI EXTRUDER E3 CGI-166 FRAME HEAD 2 TRICK 6003-TO OGI EXTRUDER E4 CM- 153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER C5 CGI-154 INTERIOR INTERLOCK 8063-70 CIO EXTRUDER - E6 COI-155 MAIN STYE 6063-TB cot EXDRDER - E7 COI-156 TOP k BOTTOM HORQ 6063-T6 CGI EXTRUDER - E'8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - E6.1 CGI-161 ALT. MU. WAKOP710NAL) 0063-TG CGI EXTRUDER E9 CGI-156 INFERIOR TRACK ASTAGAL 0063-76 COI EXTRUDER E10 OC1-139 INTERLOCK IIE660RCM (LENGTH FRAME HE - O' 6063-T6 CIO EXTRUDER - Ell CON-162 FRAME SILL 3 TRACK 6063-16 CGI EXTRUDER C12 CO-161 FRAME LAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 001-165 FRAME HEAD 3 TRAM 6063-T6 CIO EXTRUDER - E14 Cp-166 OUTER TRACK ASTRAOA•. 8063-T6 CGI EXTRUDER _ E15 CQ-170 POCKET NOOK 6063-70 CGI EXTRUDER - EI6 CIO-121 7/16' GLASS GLAZING. DEAD 6063-T5 CGl EXTRUDER E17 CO-123 1' CLASS G1A21110 BEAD 8063-T5 d.Y EXTRUDER - E18 CCI-153A EXTERIOR HIFk= (OPTIONAL) 6063-TO CGI EXTRUDER E19 CCI-154A INTERIOR 9REIR.00K (OPnDNAL) 606.T-To CGI EXTRUDER E20 CIO-ISSA MAIN SALE (OPTIONAL) 6053-T6 CGI EXTRUDER - E21 COI-156A TOP ! BOTTOM HDRFL (OPTIONAL) 6063-T6 cot EXTRUDER - E22 CGI-156A ASTRAGAL (OPTIONAL) 6063-TO CIA EXTRUDER - C23 00--166A OUTER -TRACK ASTRAGAL (OPTIONAL) 9063-T6 CGI EXTRUDER - E24 CGI-180 OECORATWE SILL COVER (OPTIONAL) 6063-T6 COI EXTRUDER - E25 CO-184 2. 3 t 4 TRICK FRAME SILL EW SCRCOVER 6063-T6 CRY EXTRUDER - E26 CGI-167 2. 3 At 4 TRACK FRAME WAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CGI-166 FRAME AIMS SCREW COVER (OPTIONAL) 6063-T5 COI EXTRUDER - E26 CGI-1028 fRMME HEM 4 TRACK 9063-TG CIO EXTRUDER - E29 CGI-1029 gNME SILL 4 TRACK 6053-76 CIO EXTRUDER - E30 CG -103D FRAME JAMB 4 TRACK 6053-T6 CO EXTRUDER - E31 COI-•O57 FEMALE CORNER ADAPTOR (W) 6063-TD CGI EXTRUDER E32 C0I-1C16 FEMALE CORNER ADAPTOR (136) S053-TS CGI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - 41 CC7382V CLAZNG BULB VINYL (OUROMETER 75-M SHORE A) PVC M2 CGI-171C FIXED PANEL CLIP (2-1/2' LOW) 6063-T5 3 O I= PANEL. MM3 K:G--173 FIXED PANEL AIY NriON - 2 PER ftXEB PANEL, MID CIO-176 FRAME HEAD AANTLUFT t PAD PILE WOOL/NYLON SULLIVAN 1 PER N 04LW /ASM Mil BOTTOM RAIL STIFFENER. I' LONG, 2 AT EACH END AM*" Co EXTRDEN 4 PER BOTTOM RAIL M13 A-51-PRS-/ ROLLER ASSEMBLY AT PANELS WITHOUT COMM ST/ST AMESBURY 2 PER OPERABLE PNF1 M130k 1954 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 Ol1K MORTISE LACK ST/5T SUALNAN ATTACHED TO SCD-503 M14A P501-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A MIS SGOL-507 KEEPER ZINC SUUNAN INST. W/ 2 /tOX3/4' PH M15A SM-507N NffEPER ZINC INTERLOCKS INST. W/ 2 /10X3/4' PH MIS SOD-SD3 RECESSED ADAPTOR ZINC SUILMN N6i. W/ 2 //0X3/4• IN III PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS AST. W/ 2 /10X3/4' FN M17 SGO-•SS00 HONOLE SET ZINC SWNAN/NIERIOCLS MIS SM2300WN HANDLE SET OPTIONAL ZINC SULLIVAN - MM9 SCSZODO SLPRUF SEALANT SILICONE GE - M20 CG1-177 PNd,L TOP t BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EOUN. 4 PER PANEL M21 WS-202 READ AND SLL SMALL PIE PAD WOOL ULTRAFAB OR EOUN. 1 PER ■f1ERLOCK/ASTFk&_ M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EOUN. M23 HO-12-10042 370' REACH POCKET SEAL - AMESBURY - S2 - /IG X 1 1/4' LG. PHL PH. SMS. ST/ST, ASSEMBLY SCREW - -1 2 OR 3 PER CORNIER SINGLE LOCK: FOR ALL PANELS wmoff CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT AWN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART /SOD-500) (PSOI-0036-117) ZINC RECESSED ADAPTOR (PART JSGD-503) (PS01-0036-117) ZINC HANDLE SET (PART /SM550W) U4 (PART /SM230OWH) ZINC KEEPER (PART /SGD-507) (PART MD-507N) DOUBLE LOCKS; REDD. AT W AND 13F CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 76' FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART /HO-3310141) SECURED WITH (2) 10-24 X 1/2' FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WiTH A MECHANICALLY ATTACHED CONNECTING BAR (PART /HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' OH MS STEEL KEEPER (PART SND-3310143) SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS meow f wrimm t �40i•K wft **Nb T V I" uj J LE N p3 MAR 0 5 2018 • o •. • •• • • • • • • • • • ••• • it7:-. • •• • • .. . • • • • • • • • • • • • . - 1 - dmwinq no. W10-31 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4.735 '''''jI L .O7o T I A� 5.921 ,07O 1.340 7'� 1.340 I I .67s-y�.tzo !- `I i_ I-'_f 4 n �1� o .M7 1250 .847 1.25D I .995 .050 .975 ."5 .05O S75 a Q FRAME HEAD (2 TRACK) Q FRAME HEAD (3 TRACK) 3.255 4.250 .070 1 3.255 AWL 4.250 GLAZING BW t� GLUING BEAD L.O7o �. sd � R a .075 .070 2.600 .075 470 2.600 .753 .995 C' TOP/q=OM HORIZ LAM. CLASS 64SUL LAM. GLASS 1.508 t.1a6 �.2 C1 TOP/BOTTOM HORIZ (OPTIONAL).640 •7IF.055 7 i."l 'O6p 1,831 3,000 Q' (i $$$ 'pt 3.000 � 4.735 � E1 FRAME SILL (2 TRACK) � 5.921 � E.>' FRAME SILL (3 TRACK) 1.490 .995 A7O 7.415 .125 (('�� .156 1 r`J PANEL CLIP �3.000 1.490 1.4t5 3.75O Liss 3.750 �-- 2.JSS 2• E6 .12FIX. 120 0 EXTERIOR INTERLOCK (OPTIONAL) 2.005 .070 @ 1�86 Eii u C e AJO .725 MAN STILE .695 3.750 MUN STILE (OPTIONAL) 2.7ss •285 y e 2� 88Q v 3.000 3.510 1.600 IZ70 1.610 1.870 3.572 .070 .995 -.005 �Ij 1.770 � 1.05 .125 3.000---{ �, I O SILL RISER OPTIONAL ( 1.610 i.a7b t.77O 1.4ts Q �jj r O n 'R ; NM , n If 2• 86 3.572 A8O n Q 3 , is c =�� r 2005 INTERIOR INTERLOCK .070 1.625 .070 2.005 ;2-120-J b U r .5 1.235 INTERIOR INTERLOCK (OPTIONAL) Eta OUTER TRACK ASTRAGAL STILE Q INTERIOR TRACK ASTRAGAL STILE .995 1.186 12.005 .572 ® I _._ POCKET HOOK INTERIOR TRACK ASTRAGAL _ ._._._.._-- .625 _1.50t _ .060 i,831 2.591 3.750 3.341 1.920 On I$ , 155 2670 $ $ .1 Sa J.000 • 0 3 �• 'o S QEt EXTERIOR INTERLOCK • • • • • • • .625 {�- .070 • • • • • • • • • �.6•S � Lazo tt• ��,}•• • •3'SW SW- yTJY�t( t SILL RGER (OPTIONAL �1.82S-y (25 • • • (i61� ! • 1\111 1 1 f/��''' 1.600 t.87O •t••1,4!•wlt dwrd(• •� 1,310 2*D5w,• • • � • • • • * • • • •• • • • (F5.9�jif! .x;ff OF drawing no, ' � W10-31 sheet 4 of ii)l INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) 111 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 FEMALE CORNER ADAPTOR 1 FEMALE CORNER ADAPTOR (13S) I lk") MALE CORNER ADAPTOR Oo FRAME JAMB (2 TRACK) FRAME JAMB ....... . .. .. . ......... . .. ... .. . .... w 0 5 2011 ... . 00 .. . .. .... . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 510V .060 A� e �^ �Y .260 J = j 640 ® FRAME HEAD COVER .640 7 — .34s.3 .ow Eq ® FRAME SILL COVER q .243 L ® FRAME JAMB COVER C .725 125 W ,,506 c C .065 O S N pFF�^ NM a3� ® FIXED PANEL CUP 9 - OF d,e„ng n6. �" W 10-31 7.750 --y .oeo .925 -657 �t 250 i FRAME HEAD (4 TRACK) �- 2.6I00 .755 Ij 4 1-- 7.7J0--�i------LL FRAME SILL (4 TRACK) 1.375 t - 7.'50 1 .OSO .095 1 FRAME JAMB (4 TRACK; FRAME TOP CORNER 4 TRACK SHOWN S2 �� �`'�wtb 11e f7•Ai t -17•Ze _�;2 F:� • • .•••• • • • • • • • a • • • o • • . • • • • • • .06 `t,ttl 11 /, � PAR 0 5 IN `'yam • • • • • • • • • • IGGGrrddll drawing no. FRAME BOTTOM ^ W 10-31 4 TRACK SHDWN ' J I M % t,.t``' •h•et 27 or 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• 0• j FRAME 8OTTO4 CORNER S TRACK SHOWN F'$(ytFBOTTOM CORNER 2 7RACK SHOWN i nl, PANEL. TwaOIEQM CORNER J•TUM " CORNER MPK'�AL) hl ....... . .. .. • • • • • ACNE! T•pf•OTTd,i CORNER • • • � lea I�pp�NlC • • • 20 • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • .... ....... . . ..... . ... . ...... . .... .... . . .... . JJJJJJ oo A 2inS� •wEar drOwiJlq Jw. MIAMI•t:IADE Em- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, be. 10100 NW 25* Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regular materials. The documentation submitted has been reviewed and a Product Control Section to be used in Miami Dade County and oth Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. I Section (In Miami Dade County) and/or the AHJ (in areas other tha to have this product or material tested for quality assurance purpc perform in the accepted manner, the manufacturer will incur the e;l immediately revoke, modify, or suspend the use of such product or reserves the right to revoke this acceptance, if it is determined b., Section that this product or material fails to meet the requirements of This product is approved as described herein, and has been design Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung' APPROVAL DOCUMENT: Drawing No. W10-03, titled "SE (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revi Farooq Corporation, signed and sealed by Javad Ahmad, P.E., be Control Revision stamp with the Notice of Acceptance number a County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the m model/series, and following statement: "Miami -Dade County Produ noted herein. RENEWAL of this NOA shall be considered after a renewal appli, no change in the applicable building code negatively affecting the pej TERMINATION of this NOA will occur after the expiration date < in the materials, use, and/or manufacture of the product or process. of any product, for sales, advertising or any other purposes shall aw to comply with any section of this NOA shall be cause for terminatioi ADVERTISEMENT: The NOA number preceded by the wor, followed by the expiration date may be displayed in advertising lit displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to distributors and shall be available for inspection at the job site at the i This NOA revises NOA# 15-051210 and consists of this page 1 and well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidede.aov/economy governing the use of construction .d by Miami -Dade County RER - as where allowed by the Authority Miami -Dade County Pigdjet Corp ql..• ami We Zodnty) reserve the right. • 3. If this prednst or malir& fails xo.:. e of such testing and the AHJ terial wi0fi1beir juriMittipn. RtER • iami-Dade"County Product Conti'& appiicatZlp;0ding;c IC' ...... a complyadth the Florida Building. • . . . . ...... udow — IG.MX. . :....: .... is Sentinel. 116 ANK: S.H. Wdw. D dated 09/29/17, prepared by Al- tig the Miami -Dade County Product expiration date by the Miami -Dade 's name or logo, city, state, Approved", unless otherwise Dn has been filed and there has been mane of this product. there has been a revision or change ,use of this NOA as an endorsement atically terminate this NOA. Failure id removal of NOA. Miami -Dade County, Florida, and ture. If any portion of the NOA is user by the manufacturer or its r of the Building Official. ice pages E-1, E-2 and E-3, as NOA No.17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 Page 1 CGI Windows and Doors. Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NO. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 sheets 1 through 9 of 9, dated 02/02/10, with revi Al-Farooq Corporation, signed and sealed by Jav, B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure T 2) Large Missile Impact Test per 3) Cyclic Wind Pressure Loading along with marked -up drawings and installation d window, to qualify DuPont "Butacite" PVB inter] insulating glass spacer, prepared by Certified Tes CTLA-3056 WA, dated 03103115, signed and sea 2. Test reports on: 1) Uniform Static Air Pressure T( 2) Large Missile Impact Test per 3) Cyclic Wind Pressure Loading along with marked -up drawings and installation d out window, to qualify DuPont "Butacite" PVB ft Spacer(& insulating glass spacer, prepared by Cerl No. CTLA-3056 WB, dated 03103115, signed anc 3. Test reports on: 1) Uniform Static Air Pressure Te 2) Large Missile Impact Test per, 3) Cyclic Wind Pressure Loading along with marked -up drawings and installation d fixed window, to qualify DuPont "Butacite" PVB Spacers insulating glass spacer, prepared by Cert No. CTLA--3056 WC, dated 04/16/15, signed and 4. Test reports on: 1) Air Infiltration Test, per FBC,' 2) Uniform Static Air Pressure Te 3) Water Resistance Test, per FB( 4) Large Missile Impact Test per ] 5) Cyclic Wind Pressure Loading 6) Forced Entry Test, per FBC 24 along with marked -up drawings and installation di aluminum single hung window, prepared by Hurri Report No. ATL-0080-0101-10, dated 02/03/10, s Abraham, P.E. (Submitted under NOA No.10-05. E-1 n S.H. Wdw. (L.M.I./S.M.I.)", C dated 04/10/15, prepared by hmad, P.E. Loading ppr�BC TAY 202-94' C, TAS 2AL-9.4 ....:. r FBC, 'FA&03-94 • • ram of Mddes 7500 PVC. fixed • :r, Duraseapnd Super Spacer " • .... . .. ..... tboratori , .Tdst ReP&t I'Io. by Rai,; Patel, AE. • Loading per FBC TAS W2-9,C C TAS kQ1J90,4 0 :•••• r FBC, TAS 203-9t..'.' ram of a series 7400 PVC project layer, Duraseal® and Super d Test Laboratories, Test Report sled by Ramesh C. Patel, P.E. Loading per FBC TAS 202-94 TAS 201-94 FBC, TAS 203-94 ,.am of a series 238 aluminum rrlayer, DurasealO and Super d Test Laboratories, Test Report sled by Ramesh C. Patel, P.E. S 202-94 Loading per FBC TAS 202-94 'AS 202-94 TAS 201-94 FBC, TAS 203-94 3.2.1, TAS 202-94 am of a series "Sentinel" e Test Laboratory, LLC, Test ed and sealed by �D Viin'uJ. .( . ft Manuel Prf&�.E. Product Control finer NOA No. 1 - 018.08 rpiration Date: September 22, 2020 Approval Date: December 21, 2017 CGI Windows and Doors, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural an sis, complying with FBC-5a' Edition (2014), dated 09/08/14, prepared by Al- art oq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-091 S. 06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econo 'c Resources (RER).' •' • . . . .... ...... E. MATERLAL CERTIFICATIONS ' • • •• 1. Notice of Acceptance No. 14-0916.11 issued to K ut • ...... • • ...... aray Aineiak�a. Inc. fortheir • "SentryGlas® (Clear and White) Glass Interla e " dated 464 /15, expiring on:"": 07/04/18. •••• •••• 60:00 2. Notice of Acceptance No.14-0916.10 issued to K ray eir Amjei:ic.s Inca.:fth ot `00 .. "ButaciteS PVB Glass Interlayer" dated 04/25/ 5 .... ...... expiring nn.12/11 /16.. • • 3. Notice of Acceptance No.14-0423.15 issued to E slman Chemical Coin.Raey (MA) • • : • for their "Saflex CP -- Saflex and Saflex HP Co site Ghbs idterlayers with ;....; PET Core" dated 06/19/14, expiring on 12/11/18 4. Notice of Acceptance No. 14-0423.17 issued to E s an Chemical Company (MA) for their "Saflex Clear and Color Glass Interlay dated 06/19/14, expiring on 05/21/16. I" F. STATEMENTS 1. Statement letter of conformance, complying with 'C-51h Edition (2014), and of no financial interest, dated 08/26/14, issued by A] -Fa oc q Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. I In-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 3,12010, signed and sealed by Vinu J. Abraham, P.E. i (Submitted under NOA No.10-051031) � 3. Test Proposal for the qualification of Butacileg PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard arm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RE Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to GI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung WiiId w - L.M.T. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont of miner NOA N . 7-1018.08 tpiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE:- E SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revs i n D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Jav �Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS ' • • • • • • • • • • • 1. Anchor verification calculations and structural an comRVaiwith ba' Edition (2017), dated 09/29/17, prepared by A1- 3,sis, • • Corpora4m, signed.and ..... . sealed by Javad Ahmad, P.E. • • • •' .• .... .... . D. QUALITY ASSURANCE *000 • • • • • • • • • •. •.. ami-Dade Department of Regulatory and Econ "c Resource..s. .... ...... TRER) E. MATERIAL CERTIFICATIONS . •. • • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuiaray Aud xfi 4 Inc. fur their : • • • •; "SentryGlas® (Clear and White) Glass Interla e " dated 06/25/15, imp" on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to K ur aray America, Inc. for their "Trosifol* Ultraclear, Clear and Color PVB G 1a.4 a 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 Comp site Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Easi man Chemical Company (MA) for their "Saflex Clear and Color Glass Interlay " dated 09/07/17, expiring on 05/21/21. f F. STATEMENTS 1. Statement letter of conformance, complying with FB 50i Edition (2014), with FBC 6tb Edition (2017), and of no financial interest, dated Se ber 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahm P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to C Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Wfii6w - L.M.I., approved on 08/06/15 and expiring on 09/22/20. E Manuel P.E. Product Contr E miner NOA No.-101&08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 i vnNs APPLIED) 1 SO 1/4- VENT WIDTH FLANGE &FLANGE ADAPTOR FRAME. SERIES SENTINEL 110 ALUAUNUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE VNITS OR SIDE BY SIDE COMBINATIONS OF S.H./$.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADS COUNTY IN BETWEEN. "COWER-Dl WINDOWS OR MULLWN APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT WAS BEEN DEUGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH mR}ON)/2017 (— ED TI N) FL— BV0.DNC.CODE NCLWNG HIGH VE1.0011Y tAlRwCANE ZONE CINVHZ). 1BY OR 20Y WOOD NICKS & BUCK FASTENERS BY OTHERS. MIST BE DESIGNED AND NSTAIIED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL EE CORROSION RESISTANT. SPACED AS %$OWN ON DETAILS NO INSTALLED PER MAR IF'S INS1RUCtION& SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-MrEA LIC AND NON-COENPRESIgE, wTERIAts NCItANC eLNr NWT tnpTED m AL SCREWS. THAT COPE Nro CONTACT WITH OTNIFR oISSItIAR Ep sFW1 MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROOL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PR&W, L4. LIFE SAFM OF THIS PRODUCT, ADEOUN Y OF STRUCTI.RtE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WA7ER OMTR1TION RESISTANCE ETC. COKDIT06 NOT MOM N THIS WANING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY OXA M9 DIFICIAL_ D.L.O. (FM UTE) 20 9/16• ** WA7C HEAD/SILL 6 11 1. II 11 N N 21 / 11 II -II CT ii ii 47 7/16' VENT TROTH EQUAL LEG FRAME SPACING EXCEEDS 20 9/16" FALSE MUNTINS (SURFACE APPLIED) Qurp}iplR�A�I 5 1/2' MAX C � `s c n a, o d � yyyM4 m FALSE ►ILRrnNs \ {SURFACE n TYPICAL EL FVA710 - FIN FRAME • • • • • • • • • • • • 41 • • • • • • • • • • • • • • ••• •• • • • • MT • • • • • • • • • • • • • C�e� • • • • • • • • • • ••• • • • ••• • • LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT `A µItN LIYAY` . ZD aY droning no. ,.A41o._°RD�aPa` W10-03 urea Mnmm OtSIM lAAV CIMAMT - Mar At110a mm I wim min kum 7TMa1 'A.'V& MAN TnU •rtbl' MOM HDOM MODE wow I W.(+) lxr4-) W.(+) IN74) 2a-1/Y 3r 4r a3-1/r 2r 25-1/2' 3r 4r 52-1/r 25' 7U 7" ma 0510 73.0 75.0 aD.O WA Mo 75.0 ou a3A 7&0 7" 800 a" 7a.0 7" a" aaA 19-1/r 21'-1/2' 3r 4r 03-1/r 38-3/r 16-1/r 23-1f2- 3r 4r 52-1/r 37-3/0• 7" 7A0 00.0 a5.0 710 7" a0.0 a" 730 73.0 1 a" I 3SA 73A 7a0 SMO H.0 75.0 MA a0.0 aso ta-1/r 28-1/2• 3r 41' 53-1 W-3/1' 18-1/r 23-1/2• 3r M' 52-1/8' 4a-5/r 754 73.0 a" a" 730 73.0 W4 a3A ma 75.0 80A aw 750 7" au aa.0 750 75.0 a(Lo aao 1/-1/r 25-11r 3r 4a' 53-1/r a]' is-1/r 25-1/2' 3r 4r 52-1/r 6r 750 7a0 ao.0 a0A 7" 7" a0A B&O 75.0 MG a" a3.0 7" 7" a0A wo 1 7" 1 7a.0 am a" is-i/9• 20-1/2• 37' sr a3'-l/r 7r 19-1/r 23-1/r 38' 4r 52-1/0' 75• 75.0 73.0 aoA WA 75.0 70.0 a" au 75.0 75.0 1" 05A 76A 7" WA a" 7aA MG a0.0 a" 79-1/r 20-l/Y 37, 46-1/2• �• to-1/8• 23-1/2' 3e 45-1/r M• 75.0 7A0 a0A /0A 73.0 mo OO.0 a" 75A 75.0 a0.0 a5.o 75A 73.0 sum VVWVS V=KN LOAD CIFACM - Mar n" a DW aaca 1m. TOP Maas nM 'a't'el' CUM T7M0 'a'•bl- wow "Dow am N[ONT 'A 0a1 £XL(+) IM.(-) ORj+) 1M.(- 53-1/r 7r 62-1/r 75• 39-1/4• 7u 75.0 a0A a" 4r 7r 4r 74r 31-1/4' 7A0 75.0 Wo WA 31' 3r 37' 43' or 3r 3r 3r 42' 14• R-a/r 7a.0 75.0 a" 1&0 ar 70A mo a" a5.0 a3-1/r 78A 7&0 a" 1&0 45-11r 7" Mo KO WA x• T1P. auac oaAs x• TYP. FLANGE cEteuc R/C10E 01115 UNEQUAL LITES (ORIEL TYPE) DIM VJCK• LI ES • • • • • • • • • • • • • • FIN fTiA6lE • •• • • • • • • ••• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 auac DaAs • 11.6MELADAMR -FRAME RANGE ow • • • • • • • 1'RODUi • • • Ra cgpi • • • • ""'dune • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • growing no. W10-03 . I/a" ANN. CLASS 1/W HEAT ST1LM CLASS 5�3� Ala' kibr= SafMx CP MGM PE[ Con ATS' "c"M 9oM�zyCP_�W�kh T7 ' *Mmc n Chomkal Co.' PET Con Gattmon awrAcm Co.' By ,1 ; • S.�% L.i' aar MIiMI� COIOI i'I' oColor %adman CMmioal Co.' San" Mar And COI aOp •Emfrrwn Clwmieoi Co.' !� g OAR OR 'KwavY Amarkw. Ine.• Rroy Arnarim. Inc.' O �} TrmYW WEB BY 'Kw�y tea.�'rvy Am•rfeo, kx:.'1/a' ANN. GLASS HEAT STREN'o CLASS SSGE UCCONNEE cowlING 899 SL 1��Dow DOW COMM a99QDOW CORNING 99a DOW CORNNG 99a$40 93 AT 1/4 POINTS ON Y4 UTE.S POINTS ON UTES W10ER TWLN 36• UN 36' _ v c 'A' GLASS TYPR S/iC OVERALL LAIN. CLASS ARR ��•GL s/1a' OVERALL LION. OLL55 gyp, & S.M.I.} _ u; o 1/8' ANN. GLASS 1/1' HEAT STREN'D GLASS .SoRu PET Coro So1Nx � PET Con C o S 'In. ORSafi..SY 'Earhlgn Ctvmkd CO.' & 'EoWmn Chamkol Co.' 0901 M.rbyer .090'Rt O h Safi.. C1wr And Cow paw 'EuUnon Ctemkoi Co.' SaMx r Md Color Glom BY 1ASUFon Chwnkal Co.' C = ia. •gq�.� 1/4' MR SPACE .090' tltriayr ' SanVyCios 11/4• AIL SPACE iWt) lo4 8 i5 �+ § U 1/8' ANN, txA55 ' 'K`rcray Amarko, kr—' 0,111R'Kuraray AmwiDo, kie.' 090' kvbrloyar 1/a' HEAT STREN'D GLASS .090' lr,•r TtoaifW PVB Troatfe! PVB h R ONE JNE200 200 &ill CORNING a99 M r CORNING a99CORNING CORNING 9" 1a EDGE SPACER *J. .• ••. PRODUCT REVMD • • . l•i�i4 ST. STEEL BY 'CARDNN4L'ST. OR 1aEDGE SPACER S1EEL BY ' ""i""� • *AT • • • •E DURASEAL BY 'QUANEW OURASPAL BY•OR • • • • • •• till rNSWER SPACER BY 'O? ANEY' OR SUPER SPACER BY•'awto•••••M``-op..... WLt ALL SIZES ALL SIZES lIk- 'Al' GLASS TYPE 0.70' OVERALL INSLW_ LAM. CLASS y'iASS TYPE 'Hl' a ... .. . — t— '. (L.M.1 ONLY) o.To• GVEPALL Ilsul. LAN. GIISS • • • • • • • • • • • _ i • • • • • • • • • • • w ORDER ro QUALIFY FOR SLNLL MISSILE TYPACT RATING • • • • • • (��FC W10-03 EMET60R PLY OF CLASS TYPE 'At• a 'BV AIAT BE TENPM. �y. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Htr MOOD BUD( O r1 O SWUP Lom 0PTWoAL To LXXV AT SILL FLANGE & FLANGE ADAPTOR FRAME 11 IV16% tl fl 1 1 1� Q� '1 N ii tl JJ 91 \_TYPICAL ANCHORS ° \_TYPm ANCHORS FM aFM ". MR SPACM 23� ! WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. I MIA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i gg TYPICAL ANCHORS: SEE E1.EY. FOR sPAcm 1/4' DIA. TAPCON BY 'tT1Y (Fu-125 10, Fy-100 KSI) 'C1M' _ S C 1/4" Dtl ULTRACM BY (Fwin K9. Fy-155 xM) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES fi 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SU/JAM85) �S O THRU 18Y BUCKS INTO CONIC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' a u C rn MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS N 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS o 3 0 (JAMBS) ; tf14 SLLS OR $F1F DRi!ilw: SGM (CR" 2 CIS) c j3 4i{I MUM INTO MIAMI-DADE COUNTY APPROVED N•ULuoNS --`Y---' OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) U (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) 1 STEEL• i 8" THK MlN. F 36 r pi, ewe (STEEL IN CONTACT WITH MLRINW TO BE PLATED OR PANTED) K $ 1 INTO CONCRETE AND MASONRY = 2' MIN. Y RM WOOD STRUCTURE - 1" MIN. IWO METAL STRUCTURE - 3/4" MIN. WOO • • • • • • ��• OR JAMBS I c - 3000 PSI MOIL $� i • • • 0 • •� UiCK AT JAMBS Pm - 2000 PSI MIN.MID ` ,,�Ry t m U O 1 ••• ••• ••�„�Ryi�• nroeq,aaw No - 00 iLIN • •• • :. • s t I • T"%k ANE9tORS fl� • • • • • • • • • OP �nvring no. / SEE EASY. .. ^ • • • • • gKpp,: • �i" 1 Z FOR SPACING �- •'•--� w 1 o—oJ .... ....... . . ..... . ... . ...... . .... .... . . .... . 1/4- MAX. Wm t/4• MAX. FLANGE & FLANGE ADAPTOR FRAME SHM smn �q.V T41dL ANGNORS z — WI ANCHORS SEE ELEV. SEE T FOR SPACM FOR A Y° >.• FLANGE ADAPTOR FRAME 8 _ METAL STI IC URE _I. 4• t ter EXTERIOR Y Woo[) 9"s O 6 0 i t A Ol OPC.Ell® t I 1/ BUCK TROTH 11/4' MAX i I SHIMS TYPICAL AN04M O SEE EIN7FNG M j TYPICAL ANCHORS FOR SP/v SEE � i i so 0 / i - ' c W. wow Ei od woDUCKS LVI • r APPRMW iNU[i7OFi — — — ..&._.___ _. SEE SEPARATE NW{ ms t/Z' TT. Im i 9...._.� '_ eucK wom ��••--------- e--ua` ,Dam' 011 INTALLATION DETAILS SHOWN ON PAGES 4 AND S APPLY TO BOTH FLANGE FRAME AND fir- =i� II • FLANGE ADAPTOR rRAMES. 4 a 4 II daaa + _ • • �"F�y \{,of N/ . ^ /14 X t' FH. SMs. OF • • • • • • • aao!•.: •,% drawing ro. W1 0-03 \ { sheet o/ t�cf� t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • H 9 O a 11WCx mic"o s SEE raay. MR SPACM SvW f= Opnow TO Eortm U= ATSU 1YPR,Af: uib3 SEE E1LV. MR SPACM 1V'" ANCHORS sm FSEv. MR SrAcm Fl EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES WTMOUT THE NEED OF A WOOD BUCK. s a/��'1 WHEN USED THE MMI. WOOD BUCK DEPTH SHALL BE 276'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. M LEGFRAME ------------------- ------------- wuw-OAN coulm wium t WAMM ANCHORS 1 �7 SEE SOWIE EDGE Ow. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MOM -OAK COWN SE 0". • BEd FOR SFACNIO < m u o tttlif lift A AA xy D' �t 11711E f7P '�° °" drewing no. w10-03 IIIUSIRAM OTiS. ONLY 1YPOL ANCHMS EV SEE El. EXT. OR ENT. F**SNCS FUR SPACM F NOT BY COI 1 t/2' Hw E WRAP NOT Ex(/col '^-�— SWEEP Loci( OPEp TO r. Is �illl;III �n � ICI#11�I�' I! FOR MICAT ANCHORS: SEE arv. FOR sPACMO ia`Jd5 t0ft" 2 Cis) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2. 6EIN. PENETRATION INTO WOOD • • �i�TEi�14R • • • • • • • • • • • •�tic0L1tNiT RB}� • • • • • .,•a•�ie�w44�Rk A ©ptswe M I &. ]idAi. Droe • • •• . • • • • • it iu`IY ... • . •• . •• . . ... . . • • • •• •• FIN FRAME royEE.w Z ^ i F 4 s ,,,C MO. = g N AP 1/2• lIP1. CI C # N� C 3 cz4,. ,ERACKBED CALUM yyo D' oR dmwinq Nix no. W10-03 PAITT / VDAmm DacwHOw MATzua UAW./BUPPLLvWVDW= 7� 001••fo0 1 FRAME HEAD 6063-T6 _ CG -101 1 FRAME su c C01-102 2 FRAME JAMB 0063-T6 _ �^ ; C%-103 1 MEETW W►l 8063-To _ Iw-ta 1 LOCK PAL 0063-Te - ? C01-105 1 HANDLE RAIL C01-106 2 SASH PAL 6063-T6 - Jell COI-107 AS REOD. 5/16• GLAMK BEAD 6063-TS cQ-106 AS REUM 0.700• GAANC WAD bppy_� _ cW-106 As REOD. FRONT HAXGE AQV-M 6063-T6 (A� GGXTT OGI-11O AS REOD. MAL FIN AOAPIOR SM-75 - Q C2-135 1 FINANCE FRAME HEAD 0063-To - ,FSTyI CM-136 2 FLAN(E FRAME 4" 0063 16- _ COI-137 1 FLANX FRAME su 63 60-T6 -_ g ca-eos oPTANAt SCNiEpN ERMINE $063-T5 b CM-362V AS 1E00. CU27NG BMtB YINri (OIJpIIETER 75-60 S1 WE A) PVC ay W-111 oPTAILU. 9L1EW COVER PVC PROTOTYPE OR ML#V. Qi1-112 AS RECD. EOUAL EEG OOVER/SMM, 3- LOW AT AHMM (OGTpNS PVc 3 - 2/ LINE $ETTNKI BlOgCS EPOM OVRommi 60t5 SHORE A IPER BOOST 2/ WDW. SPIRAL SAIANCE M OR EOUN. - 2/ WOW. BAIIRCE - DSI oft EQUIV. c c W23201NC AS tEOD. PILE YRIH CENNER FIN WOOL ULTRAFAS OR EON. 3 CGI-129 1/ WOW. EGRESS LOCK ALUM. SULLNAN =-131 2/ WOW. HANDLE RANL END CAP NYLON M&M O E200_ 1133 5WT PVCOLTRAi'A8 OR EON. � `-'Q � COO- 4/ WOW. SA,�H�T � co-130 2/ MO. SA9N TO GUmSFRAL BAAANM NYIAX M&M � p 0730401-32 1/ WOW. CAM LOCK 21WC TROTH OR EOUN. C n CCI-132 2/ WOW. SASH STOP, 2' LONG PVC �ROTOTYPE OR mm, ; N eO CGh125 1/ WOW. SASH CAM (B/i' BNJ01('.El IIYLON W&M 1O 3i - 2/ WOW. B/T BALANCE TAKE OUT CUP - 651 OR EON. Z 146-6 2/ WOW. WEEP GONER NYLON ANE591ARf OR EOUN ��., 8 CGF134 - SILL SPACER PVC PROTOTYPE 0R EDLNv. ca O R - 2 OR 3 10 % 1 i _ LG. FH L PH. SMS. ST , ASSEMBLY SCREW - 4 WOW. 6 X 1 ' PNL SMa ST BALAmm BRACKET SCREW - 1 2/ LOOK I • • • • • i • • -AOmft R8VISi:I • • • • • • • P`ft tvawAiN6M rs rn ra i s •. 0 F drowing N1o. W1O-03 ... . . . . ... . . . •• .. . . . •• .. 000 0 . . .•. . . �- 2.5os 1 1.745 Al t .746 asoa .811 i.245 45 o5s 1" ��V 3 Typ dn FLANGE FRAME HEAD Ei FLUSH FRAME HEAD Ett WtlL FM ADAPTER 4� 1.563 - 1.583 1407.745 085 IMP. ts 065 TYP. 08y t3 tom•3.675 �.*220 � p i.429 3.ns VENT TOP CORNER1.429 1.000 300 E4 MEETING RAIL r tA43 1 788 FRAME TOP CORNER _ � vi o ad t c rs 1 C QQ FLUSH FRAME SILL 2.SOS u FLANGE FRAME SILL '.300 t.]Ot t.30t 2.440 00 2.440 A85 IMP. tA1S � ti � O 3 Z � ... Lots 1.015 O LOCK RAIL FRAME 807iOM CORNER VENT BOTTOM CORNER �S U?� L-2.646 � .745 }•--2.348 w _ 1 FLANGE FRAME JAMB --_ FLUSH FRAME JAMS t II k 52 ------- 490- _ .�----1 .706 I .� T,�. j__ --_ ___ ...__ .,20 .o� t>p. i.043y L y •� �.. '� m 5/t8' GLAZING BEM O .700' GLAZING BEAD HAND RAIL y • • • • •, � : • • • • • • • '+%TQYC`f REVLW • • •• • • • vqh tlr F'IOlidc • •• • • • • • j `01 1t�j,1��,-i7 • • • bF O ems < a u n 1293 180 1.449 t 3 1.395— .745 -- • • • • • • • • ' Doc .0 ............. 1.450 Y ••�O .180 Ry _ M Y7 * �i g jj i .050 .D50 t A25 toll oes '550 .050 • i • • • • • • • • ' _ • • • • • • • •;" a OF $ i O FLUSH FRAME COVER t9 SCREW COVER O • • • • • sl E70 W10-03 sheet 9 Of SASH RAIL RMCE ADAPTOR 1 111 `' ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • •