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WS-18-1941Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-7-18-1941 Permit Type: Windows/Shutters work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 01/02/2019 Expiration: 02/11/2019 Location Address Parcel Number 1139 NE 105 ST, Miami Shores, FL 33138-2107 1122320280400 Contacts WELSER TORRES Owner WELSER TORRES Applicant 1139 NE 105 ST, MIAMI SHORES, FL 33138 1139 NE 105 ST, MIAMI SHORES, FL 33138 Other:3059721481 Other:3059721481 DAYCA ENTERPRISES INC Contractor KARIM 0 BAYZID 10298C NW 9 STREET CIR 202, MIAMI, FL 33172 Business: 7862511385 Description: NEW WINDOW AND INSTALLATION 1 SLIDING Valuation: $ 8,000.00 Inspection Requests: 305-762-4949 DOOR 1 WINDOW AND 7 FIXED WINDOWS Total Scl Feet: 0.00 Fees Amount CCF $4.80 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $1.60 Permit Fee $190.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $216.65 Payments Date Paid Amt Paid Total Fees $216.65 Credit Card 07/19/2018 $50.00 Credit Card 01/02/2019 $166.65 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER (DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. AuthorizaSidpature: Owner / Applicant / Contractor / Agent Date January 02, 2019 Page 2 of 2 Q) Y 1 MIAMI•DADE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON IC I(R ) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISI T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE V E www.miamidade.Qov/economy Q r) m CGI Windows & Doors, Inc. Wanreg�ulations 10100 NW 25 Street 4 2010 Miami, Fl. 33172 • • • SCOPE: This NOA is being issued under the applicable rules governing•t�rruse of Alstfuction • • • • • materials. The documentation submitted has been reviewed and accepted by Miar�jRade County RER-; • . . • Product Control Section to be used in Miami -Dade County and other areas where a lgwrtl by tie t*;kority' • Having Jurisdiction (AHJ). 0099 This NOA shall not be valid after the expiration date stated below. The Miarriit-D e Cour6tk.Product: • • • • • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mia"Irt le County4 reserve • the right to have this product or material tested for quality assurance purposes. If this �l?roduc:.o�r�m� terial.... % fails to perform in the accepted manner, the manufacturer will incur the expense of•suc� testing`and the AHJ* may immediately revoke, modify, or suspend the use of such product or material within their.jirrinction! • • • RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product'Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: 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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miairiai-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date.by the Miami -Dade County Product Control Section. IMPACT RATING: Large and Small Missile Impact Resistant G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, following statement: "Miami -Dade County Product Control Approved", unless otherwise noted ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been ctinge in the applicable building code negatively affecting the performance of this product. ±, oOATION of this NOA will occur after the expiration date or if there has been a revision or change th - laterials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement any-, product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure -ompJy with any section of this NOA shall be cause for termination and removal of NOA. )P)V,ERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and f lowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is �. di�plyed, then it shall be done in its entirety. C� W W U I > u.. I'L�TS1sECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its 0 7 0 distributors and shall be available for inspection at the job site at the request of the Building Official. 0- o This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and Q N cr E'4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918.09 MIAWDADE Coin Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) •.. • •; • 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horizrl;Iiding Wdyv�•(�t.M.I./ ...... S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, date&05#29/10 with revision • "G" dated 05/02/16, prepared by AI-Farooq Corporation, signe' MJ sealr�. i Javact `% .... . Ahmad, P.E. .. .. • .... ...... B. TESTS vo r • ' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94' 2) Uniform Static Air Pressure Test, Loading j;r+'BC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal& and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted tinder previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform'Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 2Q1-94 3) Cyclic Wind Pressure Loading, per FBC, TAS.203-94 along with marked -up drawings and installation diagram of a-seriao alumilw%efixed. window, to qualify DuPont "Butacite" PVB interlayer, Durased1®2f11ti Super Spacer®o insulating glass spacer, prepared by Certified Test Laboratories o -Test Rep(2,t No : 0 0 0 ...i CTLA-3056 WC, dated 04/16/15, signed and sealed b Rames4C".Patel, P.E. •• t Y ..:..' (Submitted under previous NOA No. 15-0512.05) 00000 ..:. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94: • •; •; . • 2) Uniform Static Air Pressure Test, Loading per FBC, Tj,:S ;Q;-94 ...... 3) Water Resistance Test per FBC TAS 202 94 • • 4) Small Missile Impact Test, per FBC, TAS 201-94 •�, •, • ' 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. UTLr0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-051012) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. G -- ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass.Interlayers Wil1S.PET Core" dated 06/19/14, expiring on 12/11/18. ' ' • • • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compaq f (MA) .... • for their "Saflex Clear and Color Glass Interlayers" dated 06'1V/14' expiring -on 05/21/16. •..... • • • • F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5t'' $di'tjd* (2014) and of no • financial interest, dated 08/17/15, issued by Al-Farooq Corporation,'signq%gQd•sealeel• •.:. by Javad Ahmad, P. E. • • • 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07f07/1 S,• • issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102r-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. •••• C. CALCULATIONS • • • 00 1. None. • • .... • D. QUALITY ASSURANCE 0 • 1. Miami -Dade Department of Regulatory and Economic Resources JMR). ' E. MATERIAL CERTIFICATIONS • • • • • • L Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UItraclear, Clear and Color PVB Glass Interlayers.$ated O'1IMT7, expiring on 07/08/19. •' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with 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 51h Edition (2014) and FBC 6" Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad / Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 s ILA NGF. & FLANGE AnAPTUR DAME r ITV r-L, TI ...• . . . .... ...... .. . to . • •..... . • SQUAT LEG FRAKE SERLS SENTINEL 12Q �, gLUML\tiM HORI�.VTAT SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 h 3. PRODUCT REVISED p1 In wi1H <M Florltl� pPPROVAI APPLIES TO SINGLE UNITS S OR SIDE BY SIDE COMBINATIONS e�n`a`I�B: OF HA./H.R. OR HORQONTAL ROLJNG WTTH OTHER MIAMI-DARE COUNTY NOAHVo. APPROVED WINDOWS USING MUMI-UADE COUNTY APPROVED MULLJCNS Gpir.Bon D. 09/22/2020 IN BETWEEN, By L r s on w LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Mlam / WILL APPLY TO ENTIRE SYSTEM. THR PRODUCT FINS BEEN DESIGNED AND TESTED T7 COMPLY MATH THE IT OUREMDCS CF THE 2014 (`T1 STADIA)/2017 (EAR EDITION) R-CR10A LADIINATED GLASS WIUMG CGCE WcLUDmG IBGM VE<000Y HURRICANE ZONE (H4x2). INSULATING LAM. GLASS IV OR M WOOD (R1LR k fl FAsTe,,nS BY OTTiRS. MUST BE DLWAED AND INSTALLED AOEOUATFLY TO TRANSFER APPLIED PRCDGCI LOADS S ReV.L MISSILE IMPACT TO THE BIILLOING STRUCNRE ANCHORS SHALL BE CORROSION RESSTAM, SPACm AS SHO/M CM DETAINS ANO INSTALLED PER WHUf S WSIRIICTIONS. SPMFIED EMBEDMENT TO CASEr' MATERIAL WALL Be BEYOND WAL' DRESSING GYI STU= 'pwn A LOAD DURAWN INCREASE IS VSED IN DESIGN OF ANCHORS INTO WODO ONLY. ALL SHIMS TO BE HIGH IMPA=.. NON-METALUC AND NON -COMPRESSIBLE. MATER ALS WCLUONG GUT NOT UMI-D TO STEEL/METAL SCREWS, THAT MATERIALS _ .. COME INTO CONTACT WITH OTHER OSS'MRAN SHALL MEET THE REOUIREMD,TS OF THE 2014/2017 FLCROA BLDG. CODE h ADOPTED SM1DARDS. _ THIS PRCDUtT ARPRCVAL IS GENS- C AND DOES NOT PROVIDE WFCRMAIION FOR A SOE S 07PROJECT La LIFE SAFETY OF THIS PRODUCT. AOEOUACY OF OF STRUCTURE REODVWO THIS PRGDUR AND SEALING AROUNO OPINING FOR ` . N; •. tC CONOTr'OI6TRATIO AN NOT SMDWN IN 1H115 DRAWING ARE TO BE ANALYZED SEPARATELY. AID TO DE REVIEWED BY BUtDWG OFF1Ci LrrH 111 Cr—iIq D W10-18 p iti'� :9 FE xUWI.) (SUP—F4.E �nP .L FLANGE & ET, NGF ADAPTOR FRA9E :10 5 1/2• 1] 5N/I18• } AIAX. !• lWL HEU/blLL I I it �� HFID/SLL _ �, A y IT. SiIIE I �I 1 s .I II a 9i �u 'n G it II I I II RFME MPUEJ) 2t 1/2' 49 5/0' a'iIONLL D.L OPC. ^-...... O.L _2a• vFm m BIN EFAME . . ... ... .... . • • • • f/�0y�U fVNOE xATH ]y • • • 0 F i z • • 5. 11A%. • • • MTG. STLE • • � �Fi �; I I _7 - •• a • IL • II R I�• • V. a • I • �. p I O G v,„ I U z' • • ____' ii ----- = _.,, • '� • • lab "i � I= y � it I � ' N 1` ` �MOI. AI1tY0R REDO. 25 1/2• 49 3/a• \ AT CEMEF OF ALL P,vIF15 $ I` p D.L OPG D.L OFG. fLfED DR OPERABLE Ad7vE JO• PINEL xIMS 29• _ AT M•JD/]n1 J 9 EM WIDTH EQUAL LEG ERAMF. C I ry 3 9'iJ: yxgl PRODUCT REVISED = pl>>Irrpp IN th• Nod E• — 70M xAna,•. 17.0976.09 a E.pir•uon o.t• 212020By tY G�' d�vwtng r:o. Mlam�Yctf2]need for 11 t AL1t1 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) ST➢. MTG. RAIL. X.D. NTG. RAIL N35 TYPE 6M55 TYPE FIANCE DINS. BUCK ➢IIIS. '1'k'AI', 'B'A81' •9. A .1 Wm 1 HEGHT mvTH 26-1/2^ Z5-1/2' S5.0 85.0 80.0 9n0 Op I }6' 85.0 85.0 Bo.G 9o.D 53-1/8' 6_ S2-1/e' 2i• 69.0 e5.0 60.0 ff0.0 ]I' ]3^ 65.0 65.0 60.0 600 28-t/z^ 25-1/2' fi5.0 65.0 60.0 WL 3r 38-3/B' } 3]-3/66" e,3.0 6v.0 BC.O 80.0 - 61.0 ) 650 80.0 90A 52-1/6• ]a' 71^ B9.0 1 M. 80.0 9C.0 26-1/2' _ 25-1/2• 65.0 65.0 60.0 90.0 "' 36" 85.0 BS.0 80.0 90.0 65A 65.0 80.0 80.0 r 53-I/6" 52-, /B' 74' 73' 65.0 fiS0 To 0 90.0 26-1/2' 25-I/2" 1. 65.0 65.0 6a.0 90.0 w, b}• 36" 67• 65.0 65.0 80.0 90.0 fi.5.0 GSO 80.0 90.0 5}-1/8" 52-1/e' ]{ ]J" 60.2 11 IF. 90.0 lfl-- n/2wn C OPERATNG VENTS TO DE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FIANCE DINS. BUCK DMS. STII. MTG. RAIL ED. XTC. RAIL N.D. NTG. RAM, GMSS TYPSB '1'k'1l','6wm Zsa TIPY9 D' 61A55 my mCTH HEIGHT MOTH HEIGHT ENT.(#) IM.(-) EXT,(#) NvT(-) ENT.(#) M(-) ±}}/4• B-t5/16 0.]-I/2• 2B' 54-3/4" 7-15/1W R2-t/Z' 2±" 65.0 65.0 80.0 90.0 a- 65.0 _ 69.0 8±.0 E0.0 90.0 _65.3 65A Mme LS.O 60.0 90.0 65,0 65.0 55-3/a' ,6-IS/16 al-t/2' 38-3/6• S{-3/4• I] -,a/!$ 62-1/2' 37-3/6' 65.0 M.0 80.0 90.0 65.0 65.0 65.0 bS.O 80.0 W.0 65.0 fi8.0 e5.0 B50 80.0 90.0 85.0 ISO 'S-J/a' 54-3/4" b3.0 rt5.0 80.0 90.0 65.0 650 - fi5.0 55.0 65.0 65.0 8-13/16 E3' 54-3/4^ J-15/ib 62' 65.0 65.0 80.0 80.0 89.0 E5.0 - - 69.0 65.0 (I/ W) (2/SW) G CPERAIING VENTS TO BE 1/3 OF PHE W'INDCW WIOT:-I 'XO OR OX' Y( TIP, BU°( qM5 K" TN. B'JCJt GINS _ F:ANGE FRAME Ff) ICI I FA` G FRAME- FINCE DIMS 1 C o i' SM MTG. RAIL . . .... ...... • • • • • IAODUCT REVISED (� DWI�yI�ngg IN d,a Florida ,Y • • • • • �ulldin9 L Ee • Pva-N^• 3 z m • • • *E ph - ➢at149/2212020 0 • a f 2 • • • • 0 • 8im uc `! • • • 3iT.7`-�4` • • • S V m d E •• • IQwmf r F1.11ANCEAPTOR FRAA1 FLANGE DINS ......_ j FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME T -NOTE: GLASS CAPACITIES ON THIS SHEET ARE pn-BA.EO ON ASTM E130C-SEC. GLASS) AND FLORIDA BUILDING COMMISS'ON H-Q. MN. RAIL' DECLARATOfi STATEMENT DCA05-DEC-219 K B Ar . ATE CIF dr g - oRro�',aCa`�� W10-18 I DESIGN LOAD CAPACITY - PSF (xox SIZES) j f➢. IITG. 1tA11 N.➢. YTG. RA➢. a n n- 9ue5 ma FLANGE D: s. BUCK DIPS. 'A'�u','B' .YN HCIGNr WOTH BEIOIi ErT(t) INT.(-) -(i) T: 73` 65.0 65.0 00.0 9C.0 108-1/4 2V 105-1/4' 25' 63.0 65.0 Sao 90.0 111" 110" no B5.0 63.0 90.0 C13 f f 0 w o 90.0 tw-1/r Jew/6' 100-I/: 37-3/3' M f5.0 e5.0 ono n1• 1t0" bs.0 s6.0 a 9-o 7V W 00 1 85.0 b0A 90.0 f06-1/1' 50-5/e" 103-t/: 49-5/6• "0 65.0 80.0 90.0 f 11" "0" f6A 6566.0 60.0 90.0 74' 7J' 65.0 I 83.0 60.0 900 106-I/4' 6J' 105-1/4 60' 61.E 60.0 20.3 t•1' ft0' 600 bC�O 60.0 90.3 t � f OPERATING \EWS TO BE 1/3 0% TFE WINDOW W1nI 'xox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FIASOE DFMS. BUCK Titus. SIR. JfCO. ➢A1 ED. MTG. BAD. DS. MiC. RAC STPtl 'cr W6TN HCOHT MDTH MOOHr IM.(-) 11" IMA/4' ttt' 26" l]" IC5-I/: I10' 23" 63.0 '0 65.0 1p8-I/4" n•' M-3/8' 7Y t05-I /4' n0' 37-3/6' MO 65.0 as.o 74' tCb-I/4' It1' 50-5/6' 7] 105-1/4' 110' 49-5/8" �➢ 65.0 69.0 741 Joe ]]"ELL=65.0 �ae OPERADNG VENTS TO BE 1/4 OF THE WINDCW MOTH •xox' . . .... ...... K 1K. BUCK 01M 1$' TYF. W. DYS &ltt( dMi I • FEIAN• RAPTOR FRPAJEFAN FRA.MEQUAL LEG FRAM_.SF� �F ,OE DIMS DIMS FLANGE & FLANGE ADAPTOI? FRAME li.. EQUAL LEG FRAME is sg b�R \1\ 1111 1lfyfZ'l0f'�'i _{T. tir •C_ i E NOTE: (ET GLASS CAPACITIES ON THIS SHEET ARE E4 �4 °J ' BASED ON ASTM L1300-09 (3 SEC. GUSTS) - OF 71*11g na /l ANO FLOR!DA BUILDING COMVISSION !ON.'. .GEj STD MTG MIL MTG. RAIL DEC., STATEMENT DCA05-DEC-YS l- f un AL\a` .Met 2.latii E DESIGN LOAD CAPACITY - PSP (EO OR OX SIZES) BUCK DWS. sm. IRO. ROLL B.O. NTG. RAM ctas5 rrms 'A'!'At: 'Ykil c..�ss —a T' k WIDTH MCIb1f EXi.(4J IM C-) Z}-1/F 3E' 52-,/8' 73• 13, _ W.0 WA BSn_ WA .3.0 BOO 80.0 WO WO 00 BS.O 05.0 _ °Oa BOA BOA WD 25-1/2' 32-,/e' )]' W. Wa WO W.0 Wo BOO .... _ 83.0 __W.0 85.0 B00 W.0 ZS-1/2' ]E' 49-5/8' WA 65.0 BOA 80.0 8J.0 25-�/1 ;, ES.0 .52-I/11' u.s. SS.0 80.2 M-1 OPERATING VENTS TO BE 1/2 OF THE WINCOW WIDN' 'XO OR OX' BUCIt O�NS� FIN FRAME ...........— c a (1/3W)� (2//W) Y » CP7U-1NG VENTS TO BE 113 OF THE WINDOW MDT' 'XO OR ox, 02, r NO'E: r 1 GLASS CAPACITIES ON THS SHEET ARE (1 a II .—, E. u I BASED ON to B LDING 09 (3 SEC. CUSTS) J h rl AND FLON DA BUILDING 09 (3 51 EC I__ Jl crn 6(T nl a (`�D MTG R JL• DECLARATORY STATEMENT DCA05-DEC-219 . . .... ...... .-r.-.-ram•. �-- •�, • PRODUCT REVISED • • • • •It ce-Plvinq nIN th11NxIG W001n0 V `� - - • • • • NoA-Ne. •77-081§r0S 'Z •g • MVlr.uonoA •BI¢•'�af0 O •••••iW" ••�• G'9�yA • • • pryA i • i p22giis�p8g • • • • • •• • • • • jS�' JJ QI�JwfC •• • FIN FRAME 2 ads I trS :4_ 1 9 b51' DESIGN LOAD CAPACITY - PSF (KOx SIZES) ?iD. Y:'G BAd H.O. BTG. RID. 9A6B 1YPE8 cum ttPLS DOCK DNS. 'A'Y'Yl'. 'D't'bt' 3' 1, 9i ,,OW -GNT CM.(t) INT.(-) f%..(+) 11NT.(-) 80 - 105-1/4' 25" e5.0 6x0 E0.0 Ito 11a' ss.a as.o e6.0 ;0. 73' 65.0 E5.0 80.D 20.0 105-1/4' 39-3/8" BAO a3a eC.O a0.0 110" ai0 65.0 D0.0 6c.0 A' axo 65.0 80.0 DO.0 05.0 Mo- ee.c 105-1/4" 49-5/8" 110" 6x0 _se.o aS.O e00 80.0 23' ES.c 65.[ M.0 D0.0 t05-1/4" B2' 81.E e1.E SOD BOa ea0 aD.c eo.o ac.c 110• 01-) r OPERATING VENTS TO BE 1/3 OF THE WINDOW WICTH 'x0x' BUCK GH5 FIN FRAME DESIGN LOAD CAPACIFY - PSF (EOx SIZES) Bucx DIMS. 5TI1. YTO. SAR. B.D. ICI'C. FAD. H.D. IITG. UM cual TYPES 'A'Y'A1', weal. 0T -. . 'B' k'B:' o- R 'c' WIDTH .UCHT EKT.(+) (In -) EXF(+) INT.(-) E%T.(+) INT.I-) 73' IC5-1/4' 1f0" 25" 65,0 63.0 SO.o - 6Sa 65.0 M-0 65.o Boa wo 6x0 e5.0 aSA asa 6sA 80.0 80.0 Q5.0 73' 105-1/4' 110• 37-3/8" 65.0 E5.0 6.5.0 65.0 20.0 80.0 e0_0 20.0 - 65.0 65.0 65.0 Mo 65.0 ! 95.0 80.0 M 6xo 85.0 93' 105-1 /4' 1 i0' tB-5/e" 63.] 63.0 BDO 1 Be" 85.0 55.0 ! - 65.0 Mo - - ! - 65.0 a5.0 T}' 105-1/4' Iw• E2 E3.0 65.0 D0.0 ( e6o 65.0 aSA I es.o w.o F5 E4 E4 STD MTG. RAIL: l H D MTG. RAIL• y OP=HADNG VENTS TO 9E 1/4 OF THE WINDOW MDR1 x0x' NOTE: GLASS CAPACITIES ON THIS SHEET ARE 13ASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 0ECWLITORY STATFMENT CCA05-DEC-219 . . .... ...... • • • • •F�tODUCT REVISED qyyo gy wnn m. lorltla 8ulltlin9 C M • •. • • • MoA.e4e. •7-0918J9 2 • • • • •e�gE.DOn oat O_ 1 ey ~ E Z n so so • . • • •I�m ry uc ryo` � � 0�� • 8 • • • • Q to to p4 • • • Iyy�JJ jv��, • • • QJQi 01iC FIN FRAME , " I I's e` �'s�i.o_.,fo�t•.'_ac2/ � W1O-18 ANAL. SLISs /8' NEAT FEND C A95 11/B Int rlge 0]5" It l S.S.—CP W!N PET Ccrt BR 'Eartman LMmicar Co.' O Ni Sane. P wit3 PET Corn C OR EmVnon Ch.mlcal Co.' .o9c• !n+r1 Md SaN% Gkm�ArN Cc1ar Cb.. By 'Ell-11 Ch.mkol Cl.' Sa11en d<e Cdor Clm. By 'Emlman Chemkel Co.' OR 090• Inl<rby.f ' CR 090' InteAger S.nlrrGlm SenfryOba BR 'Rurvrcy AmeAcc. Mc: Ry 'Nurvrny Nvrko. In<.' T—ibl PYH I 0Mle 1 TmdIN FW 9y 'Klxarq Amorlca Inc.' I By '90 Kurarq Am.Aca, Inc: ~I 1/B' ANAL. GIRT aUCONE NEAT STREN'0 GLASS I .. 1 z OE 11. OOW CORIIWG B99 /.l i � / fHRY GORMNG 995 3 , � GE 1100 I OOW CORNING 999 3 (�' \.�OOW CCNMNC 99S C E8 / G / EB % Ai 1/4 PlTN36 ON 11TF8 M] AT I/4 Pp OhI U1E5 � T N 'HOER THAN ]6' CR TILW 36 36 WO' 'H' CLASS TYPE 'A' 5/1 a' HI LAM. GLASS GTeCS TYPE 3/16' NDMINAL W4. GLASS ANN. GLASS 1/8- HEAT STREN'0 GLA55 �1/e• O)s' In .WS• bt.day.r Sa'IeA CPtMM tFr Pc Cwc Ch.miccl ' CO. Sane: cP WILS PET Car. R'ECo.' axtman Ch.r,<ol OR'Ea.lmen .090• Meq.r 090• 'nl.Aga San.. agar MP Cebr a— o. BY 'Et— Cn<mlcal C<.' fl.x CiaaI Md Cob' Gras BY 'E.Y an CMmkal Ce.' OR 1/4' MR SPATE 9A0' )t4yey.. 54ntryGb. aA :/{' NR SPACE � O90• InMrlaY•r Sentry0k. � 1/4' AR 1 By 'Nur.rq America, Inc.' BY 'Kuraray Pm.Aca. Inc: 1/8' ANN, GLASS 09)' Mle.lq.r 1/5• HEAT "M'D OLASS- 11' I .090" Inted, I/a- NEAT STREW. L Trafilol WB By 'Kuramy America, Ic. c.' \ Trmlfal PVB II I By 'Kenny Am.•i<a, Ine.' 1/e' ANAL- GIABS I �1/8' HFAT STREN'0 GLASS C�pp pp FI� 1 \ 1• C1100 u� SOW CORNING Ego S M1 I= CNtHINC 995 j GE I 0pW CORNWO a" 1 00V/ CORNING 995 a V 1 - %L EDGE SPACQt - %L FAGE SPACER S-. STEEL BY 'CAROHI STEEL BY *—'Al' OR CURASEAL BY 'OVANEX' .f— OR BY 'OUM4IX' o Ey OR SUPER SPACER OORRRASELL BY 'OUANEX SLPRI SP"ER BY 'Q"I HW M] AT 1/4 POINTS ALL SRES k G AT 1/4 P NTS All SIZES ��AQ9 iYYF 'AI' 0,70' aEPAII IN.4iL. AIL. GLASS GIASS TYPE 'El' 0.70 MEPM4 INSUL LAY. GLASS (S. M.i.) IN CADETS TO OUWPY FOR SMALL. MI1 LE WPACT RATING D7U,OR PLY OF GLASS TTPE 'A1', '81' S 'Cl' MUST BE TEMPERED. • • • • •I�90DUCT REVISED pl In wIM iM 1erldR Bwlaeln9 �{� • • • 000 •ALGA-xo. .7.0978lp ; 3„ Z 1/8• HEAT STREN'0 4A85 • �P1rReroe Bct��R2�2 • • • • •_ . 0 � •'�' I • .0)S' Inledoy.r • • • • •� ai O • SPBen CP WHn PEf Cw. By •EPAI G.mical CP. • OR • • ***so • • • • B .I a er y. • ( C90' btsAaY.r S O LL • S.nlryG'ea • • • • • • • 0 N^ :,) By 'Kvarq Nnedco, Inc.' • • • � i � • rt/8' HEAT STREN'O GLASS • • • • • • • • age a c • d 1 <IlKCt1E • • + 20 GOOWi • • CORNING899DOW CORNING 995.ZUZ' '9WNi XATo PUNTSON'ESP.NY 38' y R o GIASs TYPEFF-- QO 3/16' NOMINAL UM. GfA55 I/1 I � �1. own .0 1 1/8' NEAT 9IREN'D CLASS .0)5' Inleiger SPACE w:N PEr r r. S""I LS' •Emtmon Cn.micol Co: t I RC .0" A.—',JSS D 8.ntryClox BY 'NunmY America. mP' SS F � o I g 6 I/8- HEAT SLRM'D VA s f oi�a 50 CONE B %GIZCORNE/G 899 3 DOW CORNING 995 •• :'.,t u o, e�I- o -sew -: %L EGG[ FACER STEEL BY 'CAR0INAL' 'E o c y - c OST. R OR �RA$<.1L Br •cuNVIX' t 1111111/ � J►�.µ� - E� / WPM SPACER BY DUAHIX tyOFN@F �i� I' 'i M) A) '/4 POMS Nl SIZES 108YL GT.ASR 0.10' C9ERALL TER cl INSUL I.M., GVSB Q' ) % dW10-1ranc. �s. °'�� 8wing m. w 0 ' •.. lLGE DQ' . . .... ...... ...... .. . ...... FLANGE & FLANGE ADAPTOR FRAME !S Iyyi I� kI �QE coum .wv '.II 0 t • P •URIC• ! MUWCN ANrMOR! 1 • • F (� �E SEP.WATE Nan • I Q f �' jl� • EGc� AsT. • • • M ��, s� � • • • 0• •� :••••• OV^o(8 • • • 0 -twa E. TYPST£ Vu+c loos • 1IrI • nvrAi ANGHoas SEE N• • ItG FOR s=..NC II Mw"ll'• • I pd 11 UU •• • Joo� 2 3/B' MIN. WQ m f OOD BUCKS PND METH- STR'JC?URE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM \F AND LRANSF<R THEN TO THE BUILDING STRUCTURE. 7'YPLCAT, iLMFO NCHOBS: SEE E. R SPACING — 2-3/B- MIN. ' /4� fNA tll A ON BY .Fl CO_ (Fv-117 KA 1-1Z --� INTO 29Y W000 BURA OR WOOD 51RUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C3 `� --_--' THRU 1BY BUCKS INTO GONG. OR BLOCKS o ` 1_1/4- M'N. EMBED IN-0 CONCRETE (HEAD/SILL/JAMBS) ` 1-1/4- WN. EMBED INTO BLOCS (JAMBS) :nn MNEv USm w MN. V000 BUCK 00m1 SNAL' % 2R`. THE DIRECTLY INTO CONCRLTE OR OLCCKS O[EPOI M R', M SUOCt M 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I mo' 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 84 914 SMS OR SF F f:R1 S .REWS (GRAVE 2 OR `�'J 0 i R INTO MIAMI%9 COUNTY A?PROVED MULLIONS OR IN- (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE METAL STRUCTURES (HEAD/SILL/JAMBS) i ALUMINUM: I M./B' THK, MIN. (8063-TS MIN.) EL I/T y PRODUCT REVISED STEB' THK. MIN. (Fy - 36 KSI N.) mo�r�..n NN tl» IleridA (STETL IN CONTACT WRN ALUMNUM TO BE P1AT OR PAM ) eunm:q Wdw g Q R Now--. IT-0918.09 TYPICAl EDGE DISTANCE �I e eAq.aemn oat. 09=12020 P1TC CONCRETE AND MASONRY - 2-1/2- MIN. Y INTO WOOD STRUCTURE - 1' MIN. �y MI. -D Pre uc[ onva INTO METAL STRUCTURE - 3/4' MIN. - WOOD AT HEAD. SILL OR KMES SG - OM MIN. CONCRETE AT HEAD. SILL OR JAMBS fa - 3000 PSI MIN. R C-00 HOLLOW/F11LED BLOCK AT dAMBS hn - 2000 PSI MIN. b b c WEEFxo�s: WI = 1/4- X 1-1/2- WEEP SLO' AT 4-1/5- FROM. EACH 11t1 I II11T END WITH PLASTIC COVER W2 - 1/R" X 1/2' WEEP SLO- Af 3-1/8' FROM EACH W3 - 1/B" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH ENO h d qln IALN1 ah,,t 5 of 11 • • • • I„"M- -s— tnKY u'anic reR sv�cwl{Pc� • •i7V 0-- Y A+�OICrtB iACiNC . . .... ...... ...... .. . ...... 'LAIP'('r �MAPTOR FRAMEI FLANGE ADAPTOR FRAME O 1114, t • 400t GC.• • • 3 0 .J INfALLALION OEINL.S SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED In wltn ere Flora. `q} eun`einyp�o� BUCKS NOA-No. 77-09'18.09 I ' �-i Gxpiratlon °atn 09/22'2020 M OF •'(y�! Erawirg Z- A y.� 10-18 • • • • NETLL �SiRULRNtE i1PIG1 nHCNOFI OE EV. FOR Sp-O EDO OISf. . . .... ...... ...... .. . ...... E62l�A�I� i FRAME • VyV • • • • • • • •vIt•.•E OpM•T' �N A I I ULLSpryN h YJLLDN Lii6R5 � I r t �i ' �i (� •• NOA 0 TE �I • • • Q GyI •T.�n7i 1 I • • a•0p�6 0 Wig • • :...• a a^8 • _ JL me%ls 6 D • • !j� R °rvicmc a z •• • •. • I IL EOUAL LEG FRAME CAN BE INSTALLED DIRECTLY • • INTO WOOD. CONCRETE OR METAL STRUCTURES • • • Q g o E C WOHCUT THE NEED OF A WOOD BUCK. 1—� c PROOpUyCT REVISED 2. — �`\�. eulpin9 tattle NA lM �IorIC. ; ,ten ^F NOA-Ne. 17-0918.09 fy�Z� 0 z-3/E' NIN. -plf.tlen D.e. 09/22/2020 O gg VACv IIEm TXE YIN. W000 RWVDI � � � n LEPnI swa_ BE 1%•. M[ ux a MWA -OAOE �PpnaUp N Et,sEn on eEvnco w3ac�uocs a TO uuttnll pFnunrp. � utu,CN .WCHORs (0 p a SEE SEPII,AT n0A I U � 3 1 SEE ELEt'. roaiCa SPIC�CINAsC, _ I � it � ��` jPJ �....•"'".q0��' I � I a • F •', r 0602 ♦ ` 'P � s.t • . � ,11'MC.•L ,NCXONS .. � _-., � OF �`� I Ctawin9 no. - SEE ELLV • •� FOR SPAm \'SS.•in0n' 7�1W10-18 r i ET10E CIST. \I I I I AL �" /h.!A 7 <f 11 I . . .... ...... ...... .. . ...... LLLUSTRAT.YE o•� DNIY 'YP'°'E''"°"� • •F'1N •FRAME • 1wYi� EYi. DB wr. DN5NE5 CsEE E1EV. •'fibi • .y • N01` BY CGI TOR SPAOhG • • • • • • • • b; 0 1 t 1/z' g • • • • •DpfCT RBVISED _ f. ,�{ • • d vltw wla dRT1dR QR� —_E ww - � TYPICAL ANCHO. „RS_ SEE ELEV. fCR SPACING • • • • WOA-Ne.Coefa .09 O Q �y� • G4 N� Br Ctl - .._.._._.._. ._........ A& CAIc (iL + J. I¢I MIN.) GcplrHlOn W. 09t22/2020 6� �R � �j • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES : • • : • •• v • t-1/2- MIN. PENETRATION IM WOOD 4 • NwmLS �r uctn n�ol ()O• • • • • Ia s` n • • • I O � vdw • • • • • Li • 3 •a I I I� o I/1" MAY. 11OV 5RiG ltiRE 1/4" 11AY. _RICK Y/IDM GIP I C jn gi 1/20 MIN. 5 \ R 0 O 0 ^ ^� F C� 1 MCKpEC CPT c, I 11 1 "94'a'9 wx- I My NOVY wRrr � L. I No' CGI IO EXTERR wt tlw inr r ili. e r tee© MOUSE WPAP NOT w CGI I I/2 _ iE Of t(i �� 1 drarring no. `rcPlca ArcMoas rnD�iv,�`i2y,�'/` W 10-18 nn1AL1``Y Ivneet or 11 ••.. . . .... ...•.• .. . .. . . . ' TL CES l.ese I im. 1.301 z.J1e pfie '' i». I T___ ,.izc 5 de4 - . , . • . 861 ♦ .. • • • O1.50 1i . �� ` � Oteo E13 Ff.ANGF. FRAME iEAD lUl FLUSH 1H.usJ I.015 1- FRAME IICAO I hi.Je9--I .]13 CI MEETING RVL 0 S /16 GLAZING BFb• .700' Gll•I!��y ••.••• t,asa-• O NNl FIN ADAPTEP, 1'-1J83-+ • • • • ` •-}••• t.a9e _, ,� • ,� • i • .063' • • • : f t1]. • • � • • w 2z61 1.353 M3 FLVSH FRVAE CO�FR O SCREM' COIC'. • 0 S`' �Py � 0 �e Lu�C- S 48i it W Y+! ^ • LLi'�= Q y R i 6PE I.Ct5 ram- I I.IN r— 1.B1G r 1-t.IN I —� t.)M--� —i 11" 1D13 1130 3.883 2— ,� L 29S ,e — LOCK FAIL ele SILL FILLER 1.799 .ofi5m �L' E _S FRAME SIL E2 FLUSH FRAME SILLp1• -r3CFLANGE IF\33 FLANGE AAARIOR 8 w - 2.)3) i 2.]J] ��• - I.CI3 O ALT. LOGK RAIL I.992 )rr -..f_... 3.193 2-2.8'J 3.508 2.61J .500 .9BI PRODUpyCIT REVISED iFlorida 7-09 puildirg '-no. �18.09 Gy Ly � ! pp by o' -� 1.1a3) I FLANGEon [la NGE FRAME JAMB (MOVING) z7n E30 FLUSH FRAME JAMB (MOPING) Ll1s ^+ t.C4] Gvintl oaf. D '22%2020 6y-- Y444 --j _-_ 2w3 .oes ]m.� zsos .ce3 rw. HANDLE HAIL �UITi rIT'�T �..........�I t]o9ngeo� -j I.pz3 o ; Laop I- Sop I-Ifa3- .743 efts I - i� -:. - . As a t7A9-r' FLANGE FRAME JAMB (Fl%EO) EI FLUSH FRAME JAMB (FI.ED) l`.;� SASH PAL 'IIIIIII,II II t"'eet_�O p/ l i . . .... ...... ...... .. . ...... • • • PRODUCT REVISEDS• Fw•a. I fO ju • • eapo.dow D,b09/2Z2020 - 0 • • �� or •••••• a • • • 0ffo •• • •• • CZ�C • Q iTii mF .. ; 9``/ W 109 18 M IAM I-DADE MIAMI-DADS COUNTY `ice PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.bov/economy CGI Windows and Doors, Inc. 10100 NW 25tb Street Miami, FL 33172 . . .... ...... SCOPE: ' • •' : •. . .' This NOA is being issued under the applicable rules and regulations governing•tiv-vise of construction•.•:. materials. The documentation submitted has been reviewed and accepted by Mii<Dede County RER Product Control Section to be used in Miami -Dade County and other areas where.A1145 Vd by 1",%%thonty • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade VcUty Product'controT" Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade. �.ojipV) resery the right to have this product or material tested for quality assurance purposes. if this pu)duCt :Dr material fails t4 perform in the accepted manner, the manufacturer will incur the expense of such.testivg and Vc! VHJ maj immediately revoke, modify, or suspend the use of such product or material with1`nQTei; jurisdiction. REI:" reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prodkr t•(_"'ontrol Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. / MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �._ NOA No. 17-0918.07 Expiration Date: September 22, 2020 / ( Approval Date: November 22, 2017 Page l CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED ]UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. ... • (Submitted under NOA No.10-0510.13) • • • • ...... 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Wifldotv (L.V.f)• • •; (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, witVravision F, Wed ""'• 04110115, prepared by AI-Farooq Corporation, signed and sealed 4y; ••.••• Javad Ahirjad, ; • • • • P.E. .... ..... ...... .... ..... B. TESTS .. .. .... ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading ger �T TAS 2b2-94 • •; • 2) Large Missile Impact Test per FBC, TAS 201-94 :"•" • 3) Cyclic Wind Pressure Loading per ,FBC, TAS•14-94 • • • • • • along with marked -up drawings and installation diagram of a series 7500•P'v'C fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No, CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Aix 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 23 8 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abram, P.E. (Submitted under NOA No.10-0510.13) anuelF'ez P.E. Product Contr?i Exa iner NOA Nol 7 P.E. Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation,.!�igped and sealed by Javad Ahmad P.E. • • • • • ...... (Submitted under NOA No.14-0731.05) • • • ...... .. . ...... 2. Glazing complies with ASTM E1300-09. • •••••• D. QUALITY ASSURANCE • • • • ..... 1. Miami -Dade Department of Regulatory and Economic Resource: DER) • • • • • • • • .. .. •..• ...... E. MATERIAL CERTIFICATIONS • . . . . ...... 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeN%nours:&C•d., Inc. for their "DuPont SentryGlas® Interlayers' dated 08/25/11, expiring on 04�14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-Sty Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12,/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel ] erez Product Control Ex in r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I) (S.M.I.), sheets 1, 1. 1, 2, 3, 4,5 and 6 of 6, dated 01/30/10, witji revision (i; jjed .... • 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Savad Alamad, P.E. ...... .. ...... B. TESTS • • • • .... . ..... 1. None. • ...... .... ..... C. CALCULATIONS .. .. .... ...... 1. Anchor verification calculations and structural analysis, coYnp;yirig with %BC 6t: • • • Edition (2017), dated July 15, 2017, prepared by Al-Farooq for jaoratio4'Si"h-d and sealed by Javad Abmad, P.E. • • • • • • • • 2. Glazing complies with ASTM E1300-09. ' • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC Sth Edition (2014), with FBC 6' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — �.M.1. approved on..-.Q6/25/15 and expiring on 09/22/20. Z Manuel P e , P.E. 1 Product ContrOEl. miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 I 0) FL&4 & FI NI QZ ADAPTOR FRAME - - SIDES EQUAL LEG ERA$ SERIES 130 SENTivEL. aT.rrMT13TP_1•t FIXED WI7`DOW DESIGN LOAD RATINGS FOR THESE WINDOWS 7:0 BE AS PER CHARTS SHOWN ON SNEEF 2. APPROVAL APPJES TO SINGLE UNITS OR SIDE BY SIDE COMOINATIONS -WMDO OF FIX./FIX. OR Fix. WOW. WITH OTHER MWAI-DARE COUNTY APPROVE) WINDOWS USING MWAI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I WILL APPLY TO ENTIRE SYSTEM. Z THIS PROD= HAS BEEN DESIGNED AD TESTED TO COMPLY WITH THE REDUFEIIFMS OF THE 2014 (STH ED7.I0NI/201T (5TH m1OOV) FLON 8UM1DING CODE MICUDINO HIGH VELOCITY HURWGWE ZONE (HVH2). IV OR 2Bi WDOO SUM k BUCK FASTENERS BY OTTERS. MUST BE DESIGNED A• IN A.M ADEOIIATELY TO TRANSFER APPUED PROD= LOADS TO THE BUCdNO STRUCTURE. ANCHORS SHAL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS MO INSTALLED PER MAIUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHAOL BE BETOND WALL DRESSING OR STUCCO. A LOAD OURA1gN INCREASE IS USED IN DESIGN OF ANCHORS ;NTO WOOD ONLY. ALL SUMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS NCLU G BJT NOT UMNED TO SlII/MEFAL SCREWS. THAT COME INTO CONTACT WITH OTHER pSSRRM MATERIALSSHALL MEET THE P.EOUREMENTS O THE 2014/20:7 FLORIDA BLDG. CODE h ADOPTED STANDARDS T46 PRODUCT APPROVAL IS GENOUC AND DOES NOT PROVIDE INFORMATION FOR A STE SPECIFIC PIIO.ECT. L.. LIFE SA FMF OF THIS PRODUCT, ADEOUA.^F OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATCN RESISTANCE ETG C WO ,DNS Na SHOWN IN THIS DRAWIHO ARE 10 BE ANALYZED SEPANTELY. AND TO BE RL-l'IE EVD BY BUILDING OFFICIAL. • .. • • . •••••• .••• • . • EY CAL EL�AIIONE! • • • • • ANCHOR SP/rl�: S��Y•HER13N APPyC,B" "1 �4• TO 1 .E AND FlUSh FPN.EES. SEE SHEET JI•IJ%Fll IPVES. • Q u ^ G • • • • •••• • 0Ppupp tR • • • i07 ag< BVLN 4EIGHT • • • O.I. OPG. Q Q � .y1 ep DA"LITE OPENINGS' D.L.O. HEIGHT: BUCK HEIGHT - 3.00" D.L.O. WIDTH - BUCK WIDTH - 3.DO- WW�DTI , WINDOW WIDTH WINDOW MODI WIIpOW WIDTH WINDOW WIpi11 � _I € I - I I y WINDOW WIDTH WINDOW WIDTH WINDON N10—Tf+—I yL WI LAM. GLASS -_- INSULATING LA.M.GLASS 1 1 LARGE MISSILE IMPACT r— -1 �f — i � ��I I SMALL MISSILE IMPACT —1 WINDOWS ARE —0 FOR URGE 1:SW:L M551LE INPACi. PRODUCT REVISED _ u - I SHUTTERS ARE NOT REQUIRED.0 gy1e9 wIN EM FW.. I - WWI -Colo (Y` ✓i No -MP. 17-091E.07 , ALLOWABLE LONGS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMEAR CAN BE ATE OF ; � EfCWinG no. PiPir�Ebn DO, 09 20 OMON,:' S4OFIED BY TIED LINE PICTURE WINDOW SHAPE UEWITHINLO LOADS -ROM OR RECTANGLE AS c2 ''i SSA AL N W1 O-OIL SHOWN IN DOTTED LING AND OBTAMNG ALLDWABIE LDADS FROM 'HOSE SHAPES. Mlo PrOWYct ono � IIIIIIIII (heel i OT B ,e• wx. .5 it 'I it ii __ J_L__ ____L_ I I :1 I II 11 11 it 1 u � 5 11 IB• WiC SqR l ALTERNATE SHAPES AS SHO" ON SHEEP I ALSO AVAIUBLE FOR nN FRAMES y 4 W7 PRODUCT REVISED u,• F,o.w. NO". NOA-No. '17-0978.07 4-311 aF • L drowinq "•�_. W10-02 OEBKN WAD CAPA.Tr - PsF 71AFC3 DOL9. I1401( DOY. GIAF T2PE4 'cYal' f.I.As9 lYPE9 b'kbl' Ymf11 M LfNGM (U MDT1 M lE]4DM (L) E!7w 1M.(-) W.(4) I,(-) 24' 30' m 42 46' y4' m' BI' �. 21' 29' I 35' 41' 17' S3' 59' m' 35• BOA m.0 m.0 I $0.0 30.0 m.0 a00 mA m.0 m.0 m.0 B0.0 m.o m.0 BO.o mA m.0 m.a mA mA m.0 m0 80.0 BOA m.0 m.0 m.o m.D m.0 m.0 mA m.0 14' m' J6" 42' 46' 14' m' 61' 48' 21' 23' 35' 41' 41' s3' 19' 80 41. m.0 m.0 m.0 m.0 m.0 m.0 m.0 m.0 e0.0 m.0 We m.o 703 70.2 60.p mA _ a1.3 a1.S B0.0 80.0 e1.3 61.5 80.0 80.0 eta 8tA e0A 804 af.3 61.J aD.o mo 24' m' 38' ax' N' m" 51, 23' 1 21' 35' 41 47 59 60 59' a0.0 m.0 m.a eoA m.0 80.0 80.0 m.0 mo mA m.o BOX 7D.4 70.2 m.0 I m.0 a1.3 S4.3 a1A 54.3 BOA mA 713-11 115 e3.1 a3.1 a8.a 4a.e 4aA 4Ws e5.1 ' 03.1 3p' Ja' 41' 4e' ao• et' 72' 21' 35, I 1' I 7* � s9' 60' 71' a0.0 m.0 m.0 I m.0 B00 m.0 80.0 m.0 m.0 m.0 ama m.0 7J.2 m.D 61J 61.J m.0 aaA 12.1 4a.e w.e 6s.1 6sa 4B.0 48.0 N.0 ga.0 24' m 36' 42' µ' 5: a6' I 64. 23' 2. j 35' It' 47• 53' S5' m. m.0 m.0 m.0 mA m.0 7.2-T m.0 70.2 m.0 G0.0 m.0 80.0 70.0 70.0 800 30.0 al. a1A 80.0 80.0 143 S14 14.3 51l 72.5 69A 72A 69A 24' b' ar 45• 49• 9Y 23• 21' 35 I a' 47' <e' ya- 1 m.0 m.o 0.0 BOX m.0 mA Bo.o m.0 75.1 e5a 75.9 s5.x m.o ma m.e m.6 00.0 mA 59.6 59.6 BOA aCA 24' 3D' m 42' 46 102' 23 29' 11' µ' 111' OA B m.0 m.0 mA B00 14.1 m.0 74.1 m.o eu.0 m.0 417 65.7 51.3 mA m.0 m.0 50.0 24' Jp' J6' 4x' µ' 1W' 23' 29' 35' 41 - 43' l0Y mA 80.(1 ..a m.0 B0.0 m.0 m.0 m.0 e0.0 >3.e m.o tl0.0 U.4 59.1 a2.4 59.1 BOA m.0 m.0 eQ0 DESIGN 7A10 call 7Y - PSI? PLIRGB Dw. I arJ4E 1YPu leA'Cl' GM.85 SYPF9 'D'trol' a'BRN (k)';IENGII (Ui a M 1FN01N W W-(4) 1n7.(-) EXT(s) 1NT.(-) 24' m 3a' 41' 114• I 23' 29' m 40' 113, m.0 m.0 m.o e.a 7J.0 73.0 -a m.0 a1.4 6Lt m.0 m.0 2a• 36' 39' 120' 2]'a0.0 29• 35' >0' 119' mo m.0 BOXm.0 J14 72.{ mA m.0 65.9 e5S m.D m.0 24' 30' 3a• }9- 121' 23' 29' J3' Sa' 120' mo m.0 eO.o m.0 m.0 72A mA K. mA 63.6 ' aS.a a0.0 80.0 DESIGN Loa CMPAc17Y - PSF FlANM ➢ms. t BUM ➢DC3. 'wla VIM 'c'kbl' O_ 1YPE! W.Tl' 111DTN M IFNGIN (U' -ON c.) IENC�N (U E1t 40 IK.(-) m(t) 19-1/b' 2a-t/2' 37' 4a' S3-I/6• a1' 21' to-1/B' 25-1/2" 47. 52-1/a• m' 25• aoo mA m.a m.0 Bob m.0 m.0 BOA m.D =0 m.0 m.a m.0 m.0 80.0 m.0 m.J woo m.0 ao.0 ma mA m.0 m.a 19-'/a• 26-1/2' 3Y 4a' -3/9' 1a-1/a' 26-1/2- J8• N' m• 37-3/8' ma m.D m.a m.o mA m.0 m.o m.0 m.0 Mo 90.0 lD.o A.1 "A 60.0 80.0 77.1 7L1 aMO e0A n l 77.1 ..0 m.0 19-1/B' 26-1/2 37' M' JJ-1/a' 51' 73-1/4' 93-3/4• 50-5/9' ttl-1/B' 25-1/2- 36' {Y 32-1/5' m' 7{-1/1' 92-3/4' 46-3/6, m0 000 -0 Mo Mo Mo m.0 80.0 Mo mA 61A- _ b1.J m.0 mA Se.O a8.0 "A 77A S9,0 WO Sa.0 77.4 77.4 77.4 JJ.4 SaA 58.0 70.3 7 5 28-t/2' 37' M' SS-1/a' at- 7s-1/a' 63' La-1/a' 21-1/2- 38' 4J' 52-1/8- m' 74-1/4' ex, mA m.D mA m.0 WA MD woo m.0 a0A mA m.0 m.0 61.3 61A m.0 m0 S13 55.3 1 73.7 73.7 4b.0 4L0 µA 64.D .5 46A 6.9 a1.9 19-1/B" " 26-1 /Z' J11 11' 1 7a' 18-I/B' 2J-:/2' 47'61.3 32-1/B' 71' mA m.D m.0 m.0 mA .0 WA WA 7aA 7a.8 mA m.0 e1.3 m.0 063-I/B' S53 4a.0 _ 553 _ ia.D 73.7 - 1T73.7 e1.0 _ 64.0 AYCNOR SPACING TO BE AS PM SHEETS 1 k 1.1 •••••• •••••• L • • • •• • eg •• ;�. %ice • _I • • • • • NIUSm M AND UNGin1�ygD�yE, S•GN K OPoEME :EP➢CILLY 0R NG7l2SN74LLY t 910HN ,74 • • BI1CN D1us 1 FLANGE FRAME aE Ltl6� NA B:ICK rous _ EGUAL LEG FRAME B'JDa Dlus 4- FlN FRM1= BUCK DNs NOTE! G,ASS CAPACITIES ON THIS SHEET ARE EASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Jar � Z n� Of x o s .8; C M ot10r • Ogg- ON(e. .1 2 PRODUCT REVISED .70M ' = Bum1Plvl 9. with the Fleriaa -:.'1' +g GG a - j NOw-No. 77-0878.07 Ea IroN n Date 0912 2020 TE OF drawing no. 3/I0' AN . GLASS -J/16' MEAT STREN'D GLASS • so** • • • • • • • �� Q .075' Mwl9yer .075' uMMger • • • • • d SaN. LP , C PET .1 C 3, 'E CP Wllh PET Con • C 4 'EPelmon Chemic9l Co.' 'Fcstnen Cheminl C9.' • • • • • • • • • • Z a 3 090' Interlcyw C90' 1,, r yer • • 1 0 5e1Ni Clwr Nd tobr Can Sc0e. Gear ME Co!w Gkee • 9y 'Eeetrtwn pia-iiml Ca."'Ena4ewn Chemkol Co.' • • • • 41000 DR C90' kNrkyer .090' Inte-lgw • • • • • • • S nUyOaoe Sc WW O 'Ku rcy Amerke. Inc,' ftn'Kuro'my Amerco, Inc,' • • • • • Q:' C •� 090' Inlerl." 090" Interkyer • • • • • • • • 0 rr9wa P+9 Troei''N P✓3 BY 'luerq Amerlw. Inc.' 1 By 'kurvrq AmeHm, Ina' • • • • O, ¢ ZZ �• p 3/16' MEAT TREND GLASS o- 1 J/;8' MEAT STR_N'p CUSS • • • • • • O a o p 9LK:DNE !1 SIUCONE • • • LL Iqz, ne ,o{ CO ' I I;1I !, GE C ,G 829 2 C F, DOW COR..c 655 n DOW CORNING 899 J OOW LOV2NG 995 J01Y CORNING 995 Q O 45 AT t/4 AN 21 ON IJTFS WIDER MAN ]6' GTAec TYPP 'C' T/18' OJET , UN. GLASS r3/16' ANN. GLASS .075' IMerkyer Safleu CP W !, PET 0— By R'EPamen Chemka C..' I .090' In40cyer s9nex wer Ana C.I. clue. � 'Examen Chemkel Ca' 3/e' AR SPACE 1-- OR 3/8" AIR 090' Inte0gw Sme R'K1miq knerlm. Inu' ]/1NEAT SiREN''0 GLASS- By'9—, 6' 090' Interlayer ]/16' MEAT STREN'0 CL BY 'kumroy Americo, Inc.' 3/16" MEAT STRv4-D GLASS p p sDE 1G00 fi i' DOW CORNING 695 COW CORNING 995 ; r v MI XL EDGE SPACER I ST. STEEL 61' 'CARDIH.L C. DR --r WRA3:AL 6Y WAND, X OR p SUP�i SPACER By 'QUANEX' a IN. -1 AT I TS ALL SIZES rtASS TYPE TV 1. OVERALL INSUL LAN. GLASS (L,M.I. ONLY) IN ORDER TO WALIEY FOR SANL USTLE WPAOT RATING EXTuRon, PLY OE GLASS TYPE 'Ct' A, 'Dr uUST BE TEILPERED. C C w u5 AT 1/4 MNTS ON LItES WDER TNA4 36' CL c5 TYP% 'D' 7/19' OARAU. WI. GLASS I-3118' H`AT STREN'D GLASS A75' IMerlgr By!le. CF Nth PET Core 'Eaxtrrwn CMemlwl Co.' I OR .090' Im r" Sal.. Cl— — Ce- GIPn SILICONE By .090'itfHger '�I m c]00PACE CORNIY99 e 3 DON CORNIYC 995 OR'Nunrey Nnerke, Inc.' \� i5 CBO' n PV 1 Toa1 B , vumny ' Am dm Inc' N4 I.I 11 \By 1 3/18' MEAT STREWC C!ASS SIL'C 20D 190 OE t GC 1200 GE OON CORNING 899 OOW CORNING 899 CORNING995 WW CMN14C 995 4' OPTIONAL CIA7.ING ➢ETAD. xXL EDGE SPACER CLASS TYPP.S Sr. STE-M BY 'CARDINAL' 'Cl' k '➢I' E4 e OR WRASEAL FIT 'D.MNEX' A ltllll lllylyy' a OR SUPER SPACER BY 'OUANEX' IW, ue AT 1/4 PO iS ALL SRES PRODUCT ISED 'Dt' gREV IYIrg pRH tHW A ertde * } GLASS TYPE. 1" OIER WSUL LW p,A55 B,Eldn, NOw-N>tOo6�17-091a.07 ExPln6on Date 0912 02O W 10-02 II TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DUALS THRU 1K INSTALUiION DETAILS THRU 2K WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANgE EQUAL LEG a) r, I SEE EIEV.` •. B•J TOR syscNO MOOD BUCt EQUAL LEC, c INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/e MAS. SF" nrvKlu. ANOgRS sTE ¢a. PDR �AaIFc� O . \ . NIK �1/�4.'� �NAY SHIM' -- IM' , _EQUAL LEG . , ...... .. . ...... INSTILLI N ATILS INTO METAL • • • • Z STR(•01 TO APPROVED MNS •• 0 'H FLANGE. ••.•••°�^ • yy(ETT • . RE0 0 W p` It I. CSTRUCR • • sTYEPEI :LL /NCMGR� • . • . • • I•Rulrro (�Jr �T A 0' . Q e ar-r— ID(!il"milm PRODUCT REVISED B ith Om FbNea ino�°� i £ I i Q Now-N°. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Er<gn6on D.I. O rZ=O20 MUST SUSTAIN LOADS IMPOSED BY GOING SYSTEM TYPI L—&NCIIORS: SFE D.EV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. I •''y �I¢ 1 /4' DU. KWIK-CON 9 BY 'HILTI' (Fu-10 M. Fy-IST KSI) i/4• D 1HTRACDN RY 'F: CO' (Fu-IT! 161, Fy-1S5 K51) �14 SMS DR SFIF DRIII IMP SCRFVfS (GRADE 2 CRS) NlamTal rod—t C t `111T11L - INTO 28i W000 BUCKS OR WOODSTRUCTURES INTO MWJ!-DARE COUNtt APPROVED MULLIONS OR INTO CONCRETE AND MASONRY - 2-1/2• N:N. ElY MIN. PENETRATION INTO WOOD (HEAD,:'s ./JAMBS) IMO METAL STRUCTURES (HEAD/SILL/JAMBS)INTO )1-1/2' WOOD STRUCTURE - 1• MIN. SD! I'20 - THRU IBY BUCKS INTO CONIC. OR BLOCKS THREADS MIN. PENETRATION BUONO SUBSTRATE INTO METAL STRUCTURE - 3/4- MIN. o(3) MIN. EMBED INTO CONCRETE (HEAD/SILL/UMBS) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) WOOD AT HEAD. SILL OR JAMBS SC - 0.55 MIN. �= I E 1 -1/4' MIN. EMBED INTO BLOCKS (JAMBS) STEEL: 1/8" TT MIN. - 36 KSI MIN.) CONCRETE AT HEAD. SILL OR JAMBS F•° - 30M PS: MIN... C-90 HOLLOW/RUED BLOCK AT JAMBS Tm - 2D00 PSI 7 DIRECTLY INTO CONCRETE DR BLOCKS (STEEL 14 CONVLT WM AIVMINUN iD BE PLATED OR PANfEO)O9 M OF ��` ^° 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) D°0�'•'• �� Wl()-02 1 -1/4• MIN. EMBED INTO BLOCKS (JAMBS) NAL FIU n1H1 eN4d 4 of TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1K INSTALLATION DETQLS THRU 2K WOOD BUCKS INTO CONCRETE BUCKS OR INTO W00D STRUCTURES FLANGE ADAPTOR FLANGE ADAPTOR RS c '. 2 3/8' MIN. i WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMTTTED. INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR MVOO STRLIC NOT V CCI FIN FRAME TYPICAL ANCHORS: sEM r.Ev. FOR sPAc;m 08 SMS (CRAM 2 cM) INTO 2BY WOOD DUCKS OR WOOD STRUCTURES 1-1/4' MIN, PENETRATION INTO WOOD •••• • • •ss• • �Ac L�j}. •.. q[T E7� O S SPCfiUR.%0lNO APPROVEbLlARNS Q u FLANGE • IS r. ZFO04Go m SLAW, • • • � 0 o 1 YUAY-MDE COUNTY 'j N'PROm 1j CC' ` - SUUJON R II NANCNDRS F.E SSTPAAAIE OA I 'I �l9.Ak I PRODUCT REVISED _ - It om In wltNtM FlONG TtFK,AL -ORS NOA.No. 17-0918.o7 = F UsP FOR O M.�p�Neu�on Ona 0111 2212 TE OF srGU(�IGfIO S _0R1Dt.- ao% W1O-02 —2.M5-..— r°� 1.i93 �12 .993 O65 M. 1. 1.335 n FLANGE FRAME z.Ms jAis eiz 1 A93 .993 I�A63 M. II I ]35�1 O FLUSH FRAME/FIN FRAME 6Ts 1.1M OGLAZING BEAD (LAM. GLASS) -.120 .909 .050 1'MLLE.125 300 � 7 1.184 E4 GLAZING BEAD (LAM. I.S.L. GLASS) GWINO ANGLE (LAM. INSUL C 1.tM 1� OM 1.6M 160 p AM .0550 �:l NA:L FlN AOAP'FR E6 FLANGE ADAPTOR 1.3pS A.. 1tp� 1 .0.50� 063 ( .OM 1.001 \M3 FLUSH FRAME COVER N2 SCREW COVER . . ..•. ...•.. ...... .. . ••.... Trent pear � gL"� nRscztiEpl2iH ./sLmp El:W-121 18 a/ MOM. FIMGE FRAME - EZ1B 4/ M'oW. FL119H FFAME/FB.' FRAME 806J-T8 IF ES 4/ WDW. RAZWC 9W (LVI. CVSS) •.«o♦ F • • •E4 2] 4/WOM. f%A21H0 BW (VM. IhEUL 0.AS9) ! -T6 - • ES 10 1 4/ MDW. NNL FW AOFPIORE6 09 i 4/ WON. FRONT FL.INOE ADYIM- WRON[TEI1 13-80 SAi A Ml C41-3M NC BULB VWM1 M2 atilu As REm. slxEW covER- lrnonu FNC - LLS OGf-112 AS RE00. FLUSH FPAUE CDJER IAa - OPTONIL O N G MO.E (I % 1/2 % 1/87 • 6063-T• - • i C1i3 SHORE A MS - 2/ L1fE SE, BLOCKS • !RI• S2 Ifl, % 1-1/4" 2/ CORNER I A E.9 l SCREW - PH 945 /Sf • • • CIRCIJLAR WINDOWS TIP RECT. OR SOLEARE WINDOWS TYP�C9SNER ➢£TAILS PRODUCT REVISED p :Tyo with th, PloNda ..A-R9 odOA-Ne. 77-0918,07 Essplmtl- D— 09/2212020 4u ' ,m I •• Z j b' Oe5 •• WWti D Lq• • C a8D 4 ••• Id�w�'fC y l lIa "- C�f(/ drawing 2 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of co coon m� jri�ls. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Prp4ipt Contrdl.$%tton to, * be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi4ion (AHJ).. . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Controi Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserVt•the right to have this- • • - product or material tested for quality assurance purposes. If this product or material fails "P8Mrm in toe latceptedo : • • manner, the manufacturer will incur the expense of such testing and the AHJ may immeViattfy revoke`'$iodify, V..;0 suspend the use of such product or material within their jurisdiction. RER reserve; N*;ght to revoke this 0000 acceptance, if it is determined by Miami -Dade County Product Control Section that this groduit or matoriA•fails to meet the requirements of the applicable building code. .. • • • • • • .. . This product is approved as described herein, and has been designed to comply with the Florida Building COW, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE 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 & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed''/s" at Head/jambs &'/z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90' & 135' exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revis edon 01/11/16, signed and sealed by Javad Ahmad, P. E. •••• B. TESTS 1. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 ' •"' • • 2) Uniform Static Air Pressure Test, Loading per F4C XAS 202-4. • • • •' 3) Water Resistance Test, per FBC, TAS 202-94 ...... .... .. ; • • • 4) Small Missile Impact Test per FBC, TAS 201-94• • • • • •.:. 5) Cyclic Wind Pressure Loading per FBC, TAS 2(V •14; •; 6) Forced Entry Test, per FBC, TAS 202-94 00 "' • • • along with marked —up drawings and installation diagram of 8-panel, Alum SAD IV/ Poc%gts•& 135; • • • • and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450.18,.dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & 0XXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 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 Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Ram sh Patel, P. E. haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94.. 3) Water Resistance Test, per FBC, TAS 202-94 , • • • • • • • • • • .. 4) Large Missile Impact Test per FBC, TAS 201-94 •, .. .. .. . ...... 5) Cyclic Wind Pressure Loading per FBC, TAS 20 .0 : • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-44.. ;' • • •; along with marked —up drawings and installation diagram of Alum SGD, prepweJ by I V*Sne test.... Laboratory, LLC, Test Report No. HTL—0080-1208-090, dated July 30, 261D' Vgned arjd sealed • • • • • by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05)•: :• •"' along with marked —up drawings and installation diagram of Alum. SGD (QX)`prepared bye • Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/99/12, signe'dand . sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0921.16). • • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5" Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5" Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. I haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-2 THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE MPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM S1IDINC GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS L6TED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY RUILOING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (ETH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HI 12Y OR 2BY WOOD BUCKS @ BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPRDVAL IS GENERIC AND DOES NOT PROVUE INFORMATION FOR A SITE SPECIFIC PROJECT, I.,. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC, CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD KWKMEM BASED ON WIND VELOCITY. IIIDG. HELM, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET Il FOR THE GLASS TYPE AND PEINFORCING TO USE, STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 MD 3 SHALL APPLY TO EWRE SYSTEM. . . .... ...... .. .. . ...... .. . ...... ...... .... . 0 . 0000* ...... . Q 1 1 . . : �a . m.0 0..' : .. 0. 0. 0 a 8 0 O LL G $ c 8 R 0 oo c vx^� I� c 52 C' n 3 d $ L Z4,� 3o-R � U � �R.OL'Cf i[Vf•B. 3 C �Illtt �Nt INe iylii A",," uNs Z( •2V r.,pH1.. na zu (\ t4Y wCo�+nl t �I� LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 2018 -/ d..mg 3rY W10-31 n� FALSE MUNIIN OPTIONAL G :Ix Flo Li o �J m� •••• . . .... ...... ...... .. . ...... .••••. C SHOWANCHORS n• • • • CLUSTER SHOW • • �� - .... .... __ -•--� • • • • V • • • o 13/I6" MAX. 48 1/8' ANCHORS IN PARS �AT NCAD/SILL/JAMEIS 2 Pd .L. 01,l; ---�"--T--- SINGLE LOCK I SIDE SHEET IA FOR CIEWWTION B I D F ig SILL T E B2 ANCHORS 2. 3 OR 4 PAIRS (8) ANCHORS AT STILE ENDS INTO CONC. AT 3' O.C. 3 tRACKCHOHS CLUSTER SHOWN, SEE CHART CH SHEET 15 TOR CAPACITY AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY REINFORCING / AT IMERLOCKS ///''' oPTK2NAi / SEE SHEET 13 / FOR CMALf1Y 0) WT➢ aum (2) YRP aUSTFA (2) M57 NISU (2) STEP uInmt (2) — QusTR (2) YFFP TYPI A F EVATION ES ED UNR o..L`OPEN' O.LO HEIGHT - DOOR FRAME HEIGHT - 9 I1/16" O.L.O. WIDTH NOM. PANEL WIDTH - 6" PANEL HEIGHT - DOOR FRAME HEIGHT -1 3/16' •• 3 K •••• I� •� 3 HEAD ANCHORS • • • 1A' MAX, • • • • r�iia E�SHEET I5 •••••• 6 •I �- CODERS___ •••�• �6�< Cd a 42 1/6" D.L. OK. €old o� # N � g 3 aZC2 POCKET &SIDE2 SHEET 8. e. I1 PANEL WIDTH tr DETAIL M ON POCKET SHEET 23) uVAB ANCHORS (SEE SHEET A FOR TVP. INSTAl3AlON) OD DVCf REVWAW 3 TRACK b—I=t'MY MR F6A* Y Y ¢I SILL ANCHORS 6Aei 7-12/ Zo .. PGaiesCMl s a a 4--I 1111 AH (D RFFP ausrtR OAR 062918 sure drawing W 10-31 2 TRACK JAMB ANCHORS 3• (8) ANCHORS CLUSTER SHOWN �8• 11T+. ` ! Z TRACK HEAD ANCHORS - 1- 190 9/16• MAR. DTH DOOR FRTEAD FALSE MUNTIN OpFpN%y IN PAIRS 11• MA%. ANCHORS HEAD/SILL __ANCHORS AT HFAO/SILL/JN.165 , J OR 1 PAIRS T STILE ENDS SEE SH 15 SHEETS TJ• O.CH7, e.SEE 19 h 21 EE CHART ON SHEET 15 FOR CAPACITY CORNERS 3 FORD%. PANEL, ATTACHMENT f1i _ C) �- I REINFORCING AT INTERLOCKS SEE sFHEL 11 II I / FOR CAPACffY . 2 POINT 12 1/8' I� 12 I/8- O SIICET31 G.L.pPC. I D.l. OPG. I j It FOR DErCET ONI I I SILL TYPE ANCHORS O / F• II' 1B 1/B• Fr2, J ST 1 PAIRS 18 1/8• —•Li1 POMMEL SP AT IE ENDS PANEL WIDTH JAMB ANCHORS SEE CHART AT J• O.C. ON SHEET 15 FOR CAPACITY PANEL WIDTH 2 TRACK SILL ANCHORS Ifi _ 11• 3' (6) ANCHORS n CLUSTER SHOWN IIIL Iltl III 6- I e• e• �e—Z 6• 6• u OI�RwI wI®owa mw"n 01— TYPICAI. (TESTED UNIT) FI FVATION REFER TD PACES 14. 15, 17 h 18 FOR WEEP SIZE. • :.DOE f RLVIq• =ZrttW\14 ��Ayyyy AApyAAe .2.1N�A YMAIe �' AWIIf1 Coup D.I OPENING Me'1>'il DL.O HEIGHT DOOR FRAAIE HEIGHT - 9 11/16• = 8 D.L.O. WIDTH - NOM. PANEL WIDTH - 6• S PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16- MAR 0 5 2010 , 'r� uF21NSf'•;V - a j+e. tenet j & / I eTATE Of ,� I Orowirq Tb. 6" �•-- ]" CLUSTER SHOWR—�-, I .... .... (SEE SHEET 22) .. � EXTERIOR EXTERIOR 149 5/16' 146 9/18" FALSE MUNTIN OPTO UL 9 • • (B) I ICNOR• CLUSTER SHOWN • yI HEAD ANCHORS DOOR {FAME WIDTH DOOR FRAME • • 11]/I6" �' • YIN. AT COWER SIRE ENDS. AT SINE ENDS_ PANEL WIOD1 SEE CHAR ON SHEET 15 AT ] O.C. FOR CVP SEE CHIRP FON OR SHEET 15 FouwAcm PANEL WIDTH ] TRACK JAN6 ANCHORS Tj >>> (4)I MAX. ' TYP. CLUSTER SHOWN (SEE SHEET 22) EXTERIOR (6) AR NCHS� f - CLUSTER SHOWN (TESTED UNR) TYPJCAL TI•J1E t/�ATIONEL �jjATION EXTERIOR 3 TRACK SILL ANCHORS moDuCEREvam hoELewjC IwRA YrFwi& Aaxpla�e kA n-(2)$(•iP I)r\ W. MAR q 5 �n)R �rµ'k%y- e E.wNY..o.T.�o .� •.. � e �' e,aW0- fATEOF Do. i 7� DOOR FRAME W it H L ]JI 0 H gxgGJ 25� XXx (SNOwIJ) oxx xxo XXX (REVERSE) DOOR FRAME 'WIDTH L H el H H L xxxxxx (SNOWN) oxxxxo DOOR FRAME WIDTH (N}. xxxxxx(SHDwN) .0 FRAME WIDTH —PAN EL WIDTH NON- F. INTERLOCxS SEE CIWiT ON SHEET 13 t � EXTERIOR O DOOR FRAME WIDTH — 1 P JS' CORNER DETAIL 'P' ON SHEET 22 OPINWAL IN uw OF J1 � also 11, Mmmm- ., EXTERIO R lJ l'J \5, 11 IV U IND GORIER MAX '0' ON SHEET 22 NON-REW 13T CORNEA OCTAL 'P' ON SHEET 22 F. WiERLOCNSSEE CHART ON SHEET I OPTNMUL IN LEO OF J XXXXXO (SHO'Wx) © EXTERIOR J Q 0.OXXXxO YO CORNER OCTAL '0' ON SHEET 22 NON-REINf. INIERLOCNS JS CORNER OCTAL 'P' ON SHEET 22 SEE CIMNT DN SHEET 1] OPTIONN. IN LIEU OF J •• . .. . . THIS APPRTOJVVy$ wIj� TES DOORS WRH APPRO {��LVE _�DCONF 1 �L• WHERE USTILF LIO�fiCOl IO S SHOWN OI �iltT P2 S 1S •. •% ITH ARE PRESET�T. Z• • FOR DOORS U�ING �� k 135' COORA "ES LIMIT MAX. ESIp�J �qD� TO 360.0 PS_� F ^ E p�aY�� • • • p��•, • • • so 0 pr z m •. • pIo g L� Tm R ooW V to Yo2n cz, IaLo6ucrLTevum - �-- 4W�CW� W Flr� AmptaeTe ne 17-1i)P•'� EL[wf�Deu Al�.tf_ Afle vreieea �,i V --� tl APPROVED GONF LJRATIONS MAR 0 5 1019 NO CONFlCURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, '� � • ...///�/ NON —POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 1 3. /�999�� drawing SEE SHEET 13 FOR OP AND REINFORCINO OPTIONS �/ RpRON nO. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR PXXX(SNOWN) XXXP DOOR_ FRAME WIDTH O-- o— PXXXXXXP (SHOWN) IF.�DOOR FRAME WIDTH i I .� �x �lo H 1 ! t t o Y i Pxxxxxx(SHOWN) XXXXXXP DOOR FRAME WIDTH NEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 r - I t(1211)E IRIOR OH NON-REINi. INTERLOCKS x' Ix 8 EXTERIOR DO CORNER DETAIL '0' ON SHEET 22 13V CORNER DETAIL •P. ON SHEET 22 0P1— IN LIEU OF J DOOR FRAME WIDTH NON-PEWF INTERLOCKS SEE CHART ON SHEET 13 r-- I I L � _ � H O O EXTERIOR q0 CORNER DO 0' ON BEET zz _�) POCKET CAVITY NOT W CGI UT CORNER DETAIL 'W ON SHEET 22 NOT PART OF THIS NOW OPTIONAL IN LIEU OF J DOOR FRAME MIOIH THIS APPROVAL 01JALIPIES DOORS AH APPROVED CONFIGURAT110IF(jS 5 OWN WITH 90' AND 135' CORNERS WHERE STILL LC�Jf�&tIONS SHOWN 0. tAf 22 ARE PRESEf�T • • FOR DOORS USING*3R k 135- COAL'%SIRES LIMIT MAX. EIGN OLD" TO ±60.0 PSF s • • .. • •• • ••.... W it � a � LLipp LL� C u 0 Is 0 0 2:. 0 ig5 o'at�� ..�I i LLz$ R a W.2. 0 pp 0, 0 W % a 0 n Pi a3 z4 21 1.ODUCFREYNW KO A.cTF+.n IEA/Dnl�hh 1hn_' DOOR FRAME WNDTN� NON-RDNF. N SHIM 1 ,ITSEE CHART ON SHEEP 13 Irti4af� u I w iL i� PXXX � b � WIDTH z- C I XXO(SHDWN) O O EXTERIOR U O O PANEL Wro�U 81 ".. IN1 �oI OXXXXXP YP CORNER DETAIL 'O' ON SHEET 22 135 CORNER OETAE 'P' ON SHEET 22 W'�>>Jw......... I .e APPROVED CONFIGURATIONS OPigNAL IN UEU OF J Y.• 1,10EttNAp�� _. L POCKETED DOORS (NOON -REINFORCED SHOWN) NOTE:�OAV2 Rb s $• '2 SEE SHEET 13 FOR OP AND REINFORCING OPTIONS MAR -{T! *� 1. CONRCURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O 5 1018 ,y _� THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �R,�OF (/s/ya� orowinq no. 7. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �' C�'•%'., POC"ETS ARE NOT PART OF THIS APPROVAL tom�{? AND To K REVIEWED ¢r AIU. A. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.-- DOOR FRAME WO_TH_ .yI i b =6 Oxxo xxxx(sIW VR) m SEE ON SHEET 13 x r L.I -- U .. '-- (i) 18 X 3/{' SMS %AT 21' O.C. FRAME WOIH -- i ON kaXTERI. G, SO' CORNER D AL '0' ON SHEET 22 30' OORx0 D AR. 'P' ON SHEEP 22 OPTONK IH LIEU OF 11 . . .... •••.•• .. .. . . . • *000 • • • THIS APPROVAL ES DOORS All APPROVED CONFIGURA�O��((S Sn0 WITH 90' AND 135��' ��0$$NERS WHERE STILE C IONS SHOWN OR SIlCET 22 •.} yr I • • • ARE PRESEyTT i • FOR DOORS�IRINC�R @ 135' COAA S�ES p • ; I LIMIT MAX, �F�IGN 10gp5 TO 110.0 PSI �+ I ill la • • • • • • O ** •• • • • 2 o a •• • go 0 M a=82. FRAME WIDTH IFSEE ON SHEET 13; WRoouc r RCYi9F� AwtTtaAa ,e APPROVED CONFIGURATIONS NOTE: "AR O 5 Z��g _/` NON -POCKETED DOORS (NON -REINFORCED FORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. _ SEE sHEID FOR OP AND RONFOROINO oPnoHs 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (.?) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. s3RdnpN.•Itr` W�Q-3� ♦. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.fr, •fONAI_�-1,++,''.Y DOOR FRAME MOTH � P M PX (SHOWN) XP POCKET CANTY NOT BY CGI NOT PART OF THIS HOA DOOR FRAME MOTH dy �1 ` EXTERIOR ©i ODOR FAAME W� � I I H L__ PXX(SHOWN) XXP DOOR FRAME W. DOOR FRAME WIDTH r-- L UU Ji{I y �I I I EXTERIOR 10, PXXP SO WRN[R DETAIL'.' ON SHEET 22 u' COPIER DETAIL 'P' ON SHEET 22 OPTKRUL M UEO 0< J1 _DOOR FRAME WIOTH ti Ft I L H H ! PXXXXP DOOR FRAME WIDTH_ rU M L-_- PXXXX(SHOwN) N PXXXO XXXXP OXXXP . . .... ...... .... . ..... P.� DOOR FT A'DTH • • 1 •N N-R INTERLOCKS •-�! • LV • • • n • -- SEE CHART ON SHEET 13 Z • •ro- • o • 6 • rE.TEIII9.10 © • • • • O n� • d0 g o�s"`H THIS APPROVAL QUALIFIES DOORS WITH APPROVED O q CONFIGURATIONS SHOWN WITH 90- AND I}5' CORNERS 0 d„E e WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22 ARE PRESENT, IL S FOR DOORS USING 90' & 1 }5' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q 6 w s NOTE: 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 1 }. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHAM MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME MOTH -e�e nRD�F. IMf<RLOCKS -_ -� 9v CORNER EETUL '0' ON SNCET 22 I>5' CORNER .—I 'P' ON SHEET 22 OFF, IN IJEU Of J NoWON� NCR,,. ==�M La) 9O CORNEA OCTAL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIOBAL IN UEU OF J POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS � ODUCF ArceptLR<e N. 17-r POCKETS ME NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY PHI. T06i2 MAR 0 5 2018 2,TAT�'�P W I Orowinq no, DOOR FRAME WIDTH !E. H H XXXX (SNOWN) oxxx xxxo XXXX (REVERSE) DOOR FRAME WIDTH I XXXXXXXX (SHOWN) OXXXXXXO MIL L G EXTERIOR O J1 BP CORNER OCTAL '0' ON SHEET 22 13T CORNER DEVIL 'PON SHEET 22 OPTION IN LIEU OF J1 •••• • • . • .... •••••• • • • .••.•• •••••. .... . ..... THIS APPROVAL QUALIFIV DOORS WITH /&PROVED CONFICURAT��S S�O�N WITH 90' AWD11is► CORNERS • WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 .41 ARE PRESE FOR DOORS•�USI� �O ji 135' CORNER SitLES ro 131 LIMIT MAX. V-SIGN LOAD] TO 160.0:7F 0 ;Jet 0 • ••• • 0, Y •• • •• • LC� nl� Cprc" 81 0 6 0 6 w 11 LLz�_8' v Sa U c O t � � !oslO aG c �swo INTERLOCKS ON SnEET 1, 3� I O M _.II0 I C i Up� =UC F RPVICPY uunMY1.1 With W p¢Aft utling CeM Aaspt�oce t10 1 %4Zf�.4't -•a2J E�pi'�WNILfh �.GJ W r• IM1dlVrohoR RAR NOTE: �� / ' 1W Y 2 - yy ri•, ! PROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. - ! - NON-POCKEFED DOORS (NON-RDNFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Y �'c 'TE OF W�� !drawing no. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR 4_-)_TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH 1 H H `/ M xXXXXXXx (SHOWN) oxxxxxxo DOOR FRAME WIDTH J p p L xxxxxxxo (SHOWN) oxxxxxxo SP CORNER OETAA '0' ON SHEET ]] 13V CORNER DETAIL 'PON SHEET 72 OPT ,— N LIEU OF J W CORNER OETAL 'O' CN SHEET 22 135' CORNER NETNL 'P' OH MEET 22 OPTr — N LKO OF J . . .... ...... • • . . ...... .. . ...... .... . ..... THIS APPROTL OjALI `Ei DOORS WITH A41FOVED CONFIGURATI%% SH*Wy WITH 90' AN&`*,,�ORNEF WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESEN FOR DOORS SING �' d•735' CORNER SR •S LIMIT MAX. 069IGN LOAD5,TO ±60.0 JSF • •-i"• •- • . • • • • • • - NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON-POCKEEED DOORS (NON-RENFORCEO SHOWN) FOR FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR OF MO REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR 1,4J TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. uRODUCr REVT®. u "W" WNb re FLdk ArspE�ce~Nu� I'•o24 uPL.a.. me z uY r rrr MAR 0 5 20t s'�?Px ■FATE OF ��fi� drawing Gev/I W10-31 Dooa FRAWE WIDTH gg r N PXXXX (SHOv ) XXXXP F _DOOR FRAME MOT' ---' I H N L P%%%XXXXXP (SOWN) . . .... ...... 0 0 ...... .. . ...... .... . ..... THIS ACONFlPPROQ�QLS�S AQLQRNrEDOORS WITH �Y • WHERE STILE�NCUNfICUWRATIONS SHOWS ZTAEET RN.IS �p �..•• 0 ARE PRESEN •• FOR DOORS 51tNC 0� 135' CORNER STILIES jSICN / LIMB MAX. LAD TO ±60.0 JSF f i- 0 �. . .. .. . •• •or d .- t . . 0 09 04r Cg=oN! y�S�x Qbas�. W CO R DELVE '0' OH SHEET 32 JS' COINER DET" 'P' ON SHEET 22 OMUNAL IN JVJ OF J 4 c oe O W d Y c oxn °aU kW t2 o a O O i II SIx % �iw4vWiYW � y:se�N`12Y•2co vi YYYI tyfntl� bu 2 2018 p�►9.�!+� � APPROVED CONFIGURATIONS POCKETED DOORS (NON-RONFORCED SHOWN) NOTE: N6T0592 a SEE SHEET 13 MR Dp AND REINMMW —ONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. }K 1i aF Orawinq no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. � 3`•!2aEroE:: '.n,� wi 0-31 POCNETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS MPUCABLE PER FBC, \S�ONAI '—'--- MD TO BE REVIEWED BY Mi./1Nr�111•�` (Fh-t 11 o(2E ,ROOK FRAME.... ILI liso Ll' �l PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGIJ NOT PART OF THIS NOA PXXXXXXXO (SHOWN) io 1 0141- 2O CORNER DETAIL '0' ON SHEET 22 - 1A CORNER DETAR •P• ON SHEET 22 OPTgNAI. w LIEU OE J U2L O 0 0 EXTERIOR W CORNER OETUL 'a DN SHEET 22 - CORNER DETAK "' ON SHEET 22 OPTIDNN, w - OE 1 . . .... ...... ...... .. . ...... •`••�•f•* • ••••• THIS APPRO�ACRLIFIk$ DOORS WITH 0 �• • 0?' • CONFICURATI�y$ �y�! WITH 91 A'�D•I CORN lu WHERE STILE L�ONFIGIJRATIONS SHOWF 0 SEET 22 �IlI ARE PRESE �•• ; FOR DOORS SING 0• 135. CORNER STI* S Z m LIMIT MAX. SIGN OAD TO t60.04fSF • - • �� I • • • C , o • • • • Onn 0 00 J u R a�P��ll or �p4 0 (G2 Q N MEODUCTREVK{Q• 30 rvM n I-Jmxc �V�bs IMEf�o a� m - warne-c' MAR 0 5 ?01� �D.�a'�/� APPROVED ('ONFIGURATIONS`Y +'JOBp \ N 3 POCKETED DOORS (NON-RONF'ORCEO SHOWN) NOTE: SEE SHEET IJ FOR D, MO RONFORCwO OPTKINS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. _*' /r r * - R 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. drOWirq ro FOUR (4) TRACKS OT.,. STATE OF �tT' 3. FOR ANCHOR DETAILS SEE SHEETS 15 iHRU 23. POCKETS ARE NOT PRAT of THIS APPROVAL 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. VONAL ETTT l 1 ANO TO BE RhIE1YED BY AHI. \r... . . .... ...... ...... .. . ...... .... . ..... oEslcN MAD CAPACRT - PSE (CLASS) GLASS CAPACITY CH,ggT$ • • • • • • • • • • 0. PA I GLASS -ES CLA55 -ES • • • • • • • • � • L� � CKM M.AIND Q' INT¢PIOC85 INT¢I0.0('ILS Z �eMM IMl[ INEle Y/0 REINP. RITd R81NP. • • • • • • • Q F q P w`�0 C%r.(#) 9R.(-) E%i.(#) IM.(-) • • • Z V x1-I/e 10 m.0 m.0 m.0 m.0 • • • • Q a �� 1. wa N-'/9 10 m0 m.0 ev.0 w.0 ex 4-8 NDM. PANEL WIDTH • • • d w.o w.o ma w.a b-tro 0 w0 w.0 m.0 en0 • • • • • • 19 SJJ SJ.J 7I.1 xi.l - • • • 5 2 - /e F. w.o wD e0.0 • • • Li o c n 0 JO-1/e 19 mA w.9 m.0 w.0 NOM. PANEL WIDTH 6 G , Je-Iro 10 w.0 wA m.0 wo C YI N K b-Ve m eo.o _ w.o and eo.o .. m+.1 D wD ➢1a �. LL ]4-I/e _ _lo ._eoeo.o eo.o Q W y^,f d w-1/e t0 w0 w.0 m.0 w,o NOM. PANEL WIOM Je-I/e w w.0 w0 m0 m0 ax-1/e to ao.o mo eao eo.o b-1/e 9 m0 m.0 m.0 w.0 x#-I/e +0 me m.0 mo No "P.EL I 9x O b-1/e w.0 m.9 w.0 e0.0 g 0 p CIA33 T1PES +US. C N 3 OSIy O n e IBT¢RLocrs � n � ,� KITH REINF. 9. ; Yt 29-1/e 10 - - m.a c z " w-1 APPLICABLE FBC EGRESS REOUMEM w0 REOUREAIENTS TO BE 3 �= -AS,- m�o REVIEWED BY AW. IV9�t � O 5 •.• 42-1/11 10 - - m0 b-1/e 1v m.o w.o os N ro H4 14-1/e +0 - - w0 w.o Jo-r/e - - m.o °RODUCf 10 w0 qE\q�p Jo-+/e to - -_ ma w.a °°'�y c� :•rtE y Ey,y° p G � sx-1/e 10p 1v - mo w.o AmlrM.e N9-1] ILL A Ay w-t/e 1D +/e 11! 10 --_.. .. w0 m0 .x-1/e 10 - - m0 b-;/e D wo so.a NOTE: _ o GLASS CAPACITIES ON THIS SHEET ARE w-Ve BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ - x-1/e ANO fLORIDA BUILDING COMMISSION u-1/e to DECLARATORY STATEMENT DCA05-DEC-219 u , b-+/e 9 2018 I ._....... �� - drawingo no. SILL RISER ITEMS E8 OR E8.1 ARE REWIRED FOR LOADS \�� +ROMa!•.�• I^I�Q-3j ABOVE +60.0 PSF ONLY. Cr,...... NTERLOI(e IMERLeC83 A` I`` -...... _ 1 1++)Y sheet 13 of 2B) W/O REINV YEId RCRIE. • sees • • • • • • • • • • • • sees•• •• • sees•• • sees•• • • sees•• sees • sees• 3/16' ANN. GLASS �-3/I6" ANN. CUSS -- • • see ee sees cow .075"soft Inpvh 075" InteHoyar • • • By CP . C PET Core EI, 'E CP WAh PET Core • • • • • e e • • e • o • By 'Eoelman Chemical Co.' By 'EOalwwn Chemical Ca.' .M' I'tI- A 0" Inlrkyer • •see • • Z ; SeRen Clear Md Cabr Gloea Sof . clear Aatl Colw Gloaa • • • By 'Eaetmon ChemKol Co.' By 'Eoetmon Chemical Co.' • • • • f q • 090' Intedger A90' Inlerbyer • • • • • • _ L s SenUyGMe 3/8' OR NP SPACE io !K lee • • • C Ui • Bey Nurarq Ianerfm, Inc.' By 'Kurwq Mwrica. Inc' • • • g nu• •J • OR 090' IMawoyer 3/16' TEMP. GV55 m" Interbyer • • • • • • • • e O G O u • By 'K.l "y By 'K. PVB By 'KurarRY America, Inc: 1 By 'Nvrerq Ameri[a, In[.' e • • c G y 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0 1 C < .i 9UCONE \ SIl1CONE y GE SCS 1200 w \ CE SCS ,2t10 x DOW COPNING 899 DOW CORNING 899 Q W 6 DOW CORNING 995 ? y / DIF -OW CORNING 995 LL ? O F XL EDGE SPACER ST, STEEL BY 'CARDINAL' OR —DURASEAL BY'OUANEK' a SETTING BLOCKS N,i OR O AT 1/4 POINTS ON WES O I SUPER SPACER 0Y 'OLMNEW U 0: -WIDER THAN 36' C W EPOM 1 SETTING BLOCKS AT f A POINTS ALL SIZES F pUROYEIER 8535 F EPOY m X DUROMETER B63S I 00 W W O� GLASS TYPE 'A' GLASS TYPE 'Al 7/16' OVERALL LMA. CUSS 1' OVERALL INSUL. LAM. CUSS O Z n Qo N S 3/16' HEAT STREN'0 GLASS r— ]/tfi" NEAT SfREN'D GLASS I3I,�yy .075" Interloyer .O]5' Inledgar S 3 n ^ C24 Salta LP WiN PET Ccre Saflea CP WIN PET CT By 'Eoa4ran Chemical Co.' By 'Eoetmon Chemical Co.' 3 8 OR OR 090" Interloyer .M' Intedayer j V O �1 SafMa Oear Md Color Glave Saflea Clear Md Cabr Ckee K By 'Eoetmon Chemi[al Co.' By 'Eaetmon Chem<al Ca.' OR OR .1190' Interlayer 3/8' AIR SPACE � .G90" Interbyer By 'ku,lae By 'K. Na R'NurareY Amen<a. Inc.''Kuraroy Amer{ro. Inc.' y OR .090' Int wager 3/16" TEMP. GLASS- 090' Inledger ^CIE Trofllol PVB TrwifoI PSB R By 'NVroray America, Inc.' By 'Kuraray Amew[a, Inc.' e90DUCf9Ey9® P 3/18" HEAT STREN'O CUSS ... J/t fi" NEAT ST WO GLASS Netll PICW,11E lY[BYeYp %3q Ia'� r nPM1.<e hR 17-f2r "S SIp Y I SRICONE A< SILICONE E<�ma2o IGE SCS 1200 W CE SCS 1200 r DOW CORNING 899 Is DOW CORNING 899 —- f DOW CORNING 995 3 DOW CORNING 995 � ^ I(\ ! Mt %L EDGE SPACER G SETTING BLOCKS OR STEEL BY CARDINAL' AT 1/4 POINTS ON WES WIDER THAN 36' 'pUAASFAL BY 'OUANE%, .. a EPDM a OR I I fryr O DUROMETER 8535 O SUPER SPACER BY 'OLLANEK' �r� 1 F , AT NC BLOCKS MAR p 5 1 �I,►.'n. ,y AT 1/e POINTS ALL SIZES µt _ W DUROMETER 8535 -QLASS TYPF. 'B' CLASS TYPE 'Ul' 1T 7/16" OVERALL LAM. CUSS 1' OVERALL INSUL, LAM. CLASS•-•.� 6LT9 CF drawing no. . •••• •••••• ...... .. . ...... TYPICAL ANCHORS TYPICAL ANCHORS 3 -I 3 K51 IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL AIICSTERS a'"•N•1OS • • • • �• V CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILEto 6: INTERLOCK ENDS h INTERLOCK ENDS AT MTG. STILE [W ILE METAL•STNUCTURES 3 K51 IBY WOOD BUCKS k INTEALOa( ENDS A, MIE•fIf BELOW =F P EDGE Q6T` �• S[E C1aRT SEE aW(T SEE NOTE SHEET 1 SFE CNART K NOS C ; •IRS QEk IBS CONCRETE FOR OMANTTfIES FOR DIMNTRIES SEE CHART \ Z m me asr. 3 5/p• _ • gT•0•H•iKs • 0 EDGE 11tST. °3 5/e- 3 NCII • • a ,_: •_- I CO EDGE 3 5�. • • 5 • j 4a _ ___� .. _ ' • • ' r __d5f. • • • O .".. O IL 9 � • • ggii t u • • �_ `i ��A ANCHOR TYPE A• • a O=1�i INTO 2BY WOOD BUCKS ANGIOR TYPE A 3i ANCHOR TYPE B ANCHOR TYPE C pg OR WOOD STRUCTURES THRu 1BY WOOD BUCKS > DIRECTLY INTO 3 KSI CONCRETE = $ INTO META STRUCTURES 0 d INTO 3 KSI CONCRETE OR APPROVED MULLIONS twi w DINUGH TOAD CAPACITY - TOP (ANCHGM) AN.—. MUL ANcuoxT mE�TDn mF/WloaoDlT[Ins e Ke-1/e e e 62 q0 74L2 6n0 _ w.0 - q0 - oIAWC 1/e -1/a >a-1/a sK-t/a eo.5 _w.o 6e.] _- 24-I/B q_I/e .3-I/a )].6 - 1 o - e00 - e4.0 4o.] 8Q.0 1 MO ~-1/6 e-1/e 1/e Tea 0. - ea. a1> _ 2 a w.a w.0 w0 wo m.e /a o-1/e a-1/e e oeWe _ - 140 - so.o wT w.o 42:2 io.o 0 1/a ve Axo-va a 114 q� woMO b.' w o i • qo Wo D. 0 /e 42-1/ b 0 A>.1 q0 o w.1 w.0 q0 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WTfH J O m f TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. J STD. FRAME HEAD AND SILL. —AT HEAD— — — — — — — — — —AT JAMB .._.._ ._._ — TYPE 'A'- 1/4- X T-I/4' IL 4CON BY ' IC0' (Fuel)) K51, FyI!! K51) �� TYPE 'A'- 1/4. OIA uLrnArDN Br 'EI CD' (Fu-tn KM. F)-ITT Ka) i THHU IBY BACKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4- MIN, EMBED INTO CONCRETE I 1-1/2- MIN. PENETRATION INTO WOOD I g C THRU 2BY BUCKS INTO CONCRETE THRU IBY BUCKS INTO CONC. OR MASONRY ^ 1/2- MIN. EMBED INTO CONCRETE I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY G F 4 TYPE 'B'- 1 /4- % 3-1 /4- ULTR -ON BY 'ELC0' (iu•tT) Ks. fy— KSI) TYPE 'B'- Dl OL_ L_TRAY•QN BY 'ELCO' (F 11 b, Fy-I!! %4) is DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY V N 2- MIN. EMBED i-I/,I- MIN. EMBED INTO CONC, OR MASONRY C 0 TYPE 'C'- 1/4' D S IF 0RI TIN: REAMS ((XMDE 5 c.) I TYPE 'C'- 1/4' DA S IF DR TIN S REAMS (�R)DE 5 CAs) 3 N� o 00 NUAII-OADE COUNTY MPROVED MULLIONS II INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR I-003n INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) C Z 4 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8- THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/6- THK. MIN. (6063-T5 MIN.) — STEEL: 1/8- THK. MIN. (Fy JB KSI RAW.) — — — 1 STEEL: 1 /B- THK. MIN. (Fy 36 KSI MIN.) — — (STEEL IN CONTACT WITH )4DMINUM TO 6E PLATED OA PANTED) I L STEEL IH COMACi WRW ItVUINUu )U 9C RAZED OR -WED)U 3 AT SILL — — — — — Jj ANCHOR F�C�S TYPE 'B2'- 1/4- DM. ULTRACON BY 'ELCO' (Fu�I )) KSI, Fy-1S3 KS) INTO CONCRETE OR MASONRY - 2-1/2- MIN. INTO WOOD STRUCTURE I' MIN. O DIRECTLY INTO CONCRETE M 1-3/4- MIN. EMBED INTO CONCRETE INTO METAL AD OR STRUCTURE - SC MIN. aRODUCf KES'IBRp — — — — — — _ — CWOODONC AT HFID 011 JSILL SO OS6 NIA. Iuediy C�a6F M Ir sl.yl CONCRETE AT HEAD, SILL OR JAMBS Fc ]000 PS MIN' p. NI NOTE: C-90 HOLLOW/RLIID BLOCK AT ,IAMBS Fm � 2000 PSI MN. i,F11FRtlw LYR 18 i II} ANCHOR CAPACITIES LISTED ON THIS SILL RISERS a ItL y SHEET TO BE USED IN CONJUNCTION ///'''SEE SHEETS l4, 15, I] A,A 11 FOR OPTIONSILL OETAIS Ln WITH GLASS CHARTS ON SHEET 13 / AND SHEET 13 FOR CAPACITY INFs1 pdr V C.pp•d (o g 14.9 S LOWER APPLICABLE VALUES CONTROL. / W i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B - TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE 3i DIRECTLY INTO 3 KSI CONCRETE o o - PLEASE SEE FOLLOWING SHEETS FOR DETAILS. B 2 Po ED s HARDE ED TYPICAL ANCHd(S NO-METALU /NON -SHRINKAGE IN CLUSTER HIGH STRENGTH OROII) AT MTG. SOLES " ATEar �.`/ drove De no. l'c - 5000 PS TAN k INTERLOCK ENDS SEE CHART UNIT ERA.((+) LOADS TO 60D PSF FOR DOORS WIG A(IIKOIICIMG ALL SZES NOT BY CGI. ''9T�� UMO EXT.(+) LOADS TO 90.0 PSI` FOR DOORS W/ RDNF. UPTO 96 N. M. FOR OUANiTBE! `_Ay ONAI. LIMIT, ERA.(+) LOADS TO W, PSG FOR DOORS W/ RDNF. ABO.£ 06 N. HT. UPTO 120 IN. HIGH. MUST TO STRUCTURE ' II II I I ``` enact 15 of 281 • • • 3 KSI IN CLUSTERS CONCRETE AT MTG. STILE 2BY WOOD BUCKS SEE NOTE SHEET 1 & INTERLOCK ENDS EOQ 61.A SEE CHWTT . POR OIWJiJTIPS 1 5 a� W ANCHOR TYPE A ? X3 INTO 2BY WOOD BUCKS DR WT1DD —11f.T11RFS DESIGN TOAD CAPACITY - PSIF (ANCHORS) ANCHORSHEAD (Mc Ae COCI SO( 'C) .D.. SiLFArrtq+Ov 00 lWEY`MOOtTIteR a eA A e AS-t/e /a !A-I/e mo - — - ea0 5403 !e.♦ e -t/e w w.0 aso se.T DO 172-0.1 Ft/e eA-I/e OND lA.O w0 Ae.2 e e -t/e e toe _ _ _ l 7 .20 w0 -I/e A2-I/e IDe w.0 _ A ER 0 _ 4 1 -I/e v. I/e "A wO AG -0 e A ' n ; [ Aee OAD. 0 _ A.w0 0 s0-+/e n-I/e -Iro -Iro tea eeR W.0 ..e w.P � 6 >... _ __ UNIT EYT(.) LOADS TO 60.0 PSF FOR D00R5 W/0 flEINfORCMC ALL SIZES UMR E%T.(.) LOADS TO MO PSF FOR DOORS W/ REMF. LETO 9 6 IN. W. • •••••• Ir• AT N WHG STILE TYPICAL ANCHORS IN CLUSTERS . • 0000 �yPl! � `I�R- k INTERLOCK ENDS } N51 SEE CIWlf ISY WOOD BUCKS CONCRETE SEE NOTE SHEET 1 FOR OVAHIiilES OCT. 3 5/p• AT MTG. STILE "FOR� � • •AT L•C•STILE F P 1 ( d: I�OCK ENU�� 7 K51 CONCRETE • • • N fOG[ • ] �B' • • 1 I Fl`rASTY • 11• • • ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE C THRU 16Y WOOD BUCKS $ DIRECTLY INTO 3 KSI CONCRETE $ INTO METAL STRUCTURES = INTO 3 KSI CONCRETE OR APPROVED MULLIONS W000 8UCK5 AND METAL STRUCTURES NOT BY CCI WINDOW$ ED N CONdigNS SHOWN APPLY i0 MUST SUSTNN LOADS IMPOSED BY CLAZINC SYSTEM AND K AND 3 TRACK SYSTEMS WITHTYPICAL ANCHORS: SEE ELEN. FOR SPACING TRANSFER THEM TOTHEBUILDING STRUCTURE. HEAD ANO SILL. j— — — — —AT HEAD— — — _.... AT 1.131 — — — TYPE W- I/t• % 3-1/tom O T f1N M ' CO' (Fu.tT> x9. FY�1!! HST) f TYPE 'A'- 1/{• DIAL I TRenON BY ' 0' IF- III IS. -1. K9) THRU 1RY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE I 1-1/2• MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2' MIN, EMBED INTO CONCRETE 1-I/4• MIN, EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4• % 3-1/4' ULTRACON BY 'FLCO• (Fu-lii K51, 1155 KRO TYPE 'B•- Vt• n AmN 8Y 'El O' (Fu-ITT KM, fy-I!! ES) I DIRECTLY IN O CONCRETE DIREC LY INTO CONC. OR MASONRY 2' MIN. EMBED I-I/A' MIN. EMBED INTO CONC. OR MASONRY _ TYPE 'C'- 1 /t• DIAL SELF DRILLING SCREWS (GRADE !CPS) I I TYPE •C'- 1 /{• DK SE F I IN S _w-wc (GRADE 5 CPS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMSS) INTO METAL STRUCTURES (HEAO/5111./JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8• THK. MIN. (6063-T5 MIN.) STEEL: 1/B' THK. MIN. (Fy . 36 KSI MIN.) STEEL IN THK. MIN. (Fy - 36 KSI MIN.) (SREL IN _ACT WITH ALUMNU4 TO BE PLATED GE PANTED) � (STEEL W .—I _. KWNIM TO BE PLATED OR PANTED) L —AT STLI. — — — J ANCHOR AY E$GHO1 BYGWY..�GC"S YDY TYPE '82•- 1/1��I�ON��LCO' ('.-m KSI, Fy.te5 141) INTO CONCRETE OR MASONRY - 2-1/2• MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE . 1' MIN. LICTURE 3/MIN. 4' -7/4_NTO META MIN. EMBED INLO CONCRETE _ — _ - WOOD AT HEADSTRUOlt JAMBS SG 0.55 MIN. CONCRETE AT HEAD, ALL OR JAMBS 1'D � 3000 PSI MIN. NOTE: C-BO HOLLOW/FILLED BLOCK AT JAMBS Fm - 200D PSI MIN. ANCHOR CAPACITIES LISTED ON THIS yR(1DlICf REVI® SHEET TO BE USED IN CONJUNCTION SILL RISERS SEE SHEETS 14• 15. tT k 1e FOR OPTIONAL SILL OETARS W.weHwtIYOIE Foft WRH GLASS CHARTS ON SHEET 13 /SAND SHEET 13 FOR CAPACITY 6.4Ng CO NoAi_1'tl �.e LOWER APPUCABLE VALUES CONTROL. A'^Pfe^Ke 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B I11 TO 2 AND 4 TRACK FRAMES. DIRECTL PLEASE SEE FOLLOWING SHEETS FOR DETAILS. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 K51 CONCRETE \w Alt .� Ik\ rReea Yi�TMH2 PO • D k HARDENED TYPICAL ANCHORS I /NRENGTH INNAGE W CLUSTERS y HIGH STRENGTH GROAT k INTERLOCK ENDS MAR /1 L /eTAR OF ••Y/+' dfOwing n0. 1't .SHOO P51 MIN. SEE CHART 1/ J p0 NOT BY C.C.I. FOR QUANTITIES 1��p KLORIOH;. ?: W10-31 MUST STO STRUCTURE STEW M�' LOADS i0 6lRUCHEAR I r;" AL . . .... ...... ...... .. . ...... .... . ..... • • • Q D il dm a RVARIOUSQ • t 5E f I INSTALLATION CONDITIONS. I Q � ?T � e' I} z g R )TTII ZNAL SLAY'f�ILL�DAP Q m ig 3 ` o� SILL COVER ORIONAL 'O aV.11 -RODOC f REVI® '� �W'Vt �i• IYe /Into Iw6R l'W ISER FOR LOADS W PSF MAR 0 5 N118 �A; �' TIIREE (3) TRACK DOOR DETAIL. $ LOADS PSF TTPICN. ANCHOI FOPSEE ELEV. $PAbNG 1/3' 1N1( LOAD BEAPO $HIM �l Li K6 OR LARGER WOOD BMCKS n O JE - Y1M MtG 1 Ea EXTERIOR LOCK STILE INTERLOCK (REIYEORCED) E . . .... ...... ...... .. . ...... see:** ...... ease AS REOD. URT ON \\\ 13 FOR GPACITY INTFRi M`K OR FPAME WIOM (RONFORCEO) /10 A I-1/ti SS PH SMS_ I PER CLIP \ N 3 PER PANEL AT 18" FROM EACH E1A M1 MO AT MIDSPAN u3 /8 Y 3/455 EH 545 LOM B f PER CUP SHMEAM ANCHORS _ II N. ACING \ a 4 .... ,r--- • Z a 3 • F ^ z n • • Q . a ^ IMF 11 g 0 ado U C I.�.Iu ,y lblfl. cccSSS Q j� S O�� MLTK � Uo�.J �STRUCTUPE i' TYPICAL ANCHORS OI SEE E FV. FOR SPACING FD(ED PANEL E)(T. DOOR FPAME YAOTH c k MAR p 5 1018 ?M2 AialBun.__•,,pplz';�� V'�10-31 THREE (3) TRACK DOOR DETAILS!ONAL�1 (' 2 • • • • • •••••• • • • •••••• •••••• •••• • • • •• •• •••• •••••• • •••f•• • • • [WEEP SIZE I J4 % 11W • • • • • • • REFER TO SHEEP 15 FOR VARIOUS INSTALLATION CONDITION•; OPTIONAL SLANT SILL ADAPTOR$ LOADS PSF A on rnu U 'IMACK DOOR DETAILS �� NCORATNE SILL COVER SJ O ®' q I n J SILL RISER FOR LOADS W PSF 4 X Y YW M� MAR 0 5 2018 F ° ,VJJ Z C 0 C, h� a 8 0 op 8 OM 99zg Hlio ttPICAL AWCNORS SEE ELEV, FOR SPACING 1/Y — \LOAD B G SNI G,, 1 PR CUP FIXED PANEL 1- — LIBY WOOD BUCKS SEE NGTE SHEET 1 1/2' AMX. �� • • •000• • 0000 •••••• 00 so Moog PANEL M10M Z -. ' D.Lo. J1 • *ME* ADM • 0 • • 0 ^R Q R� ' • ES D.L.O. •*•••• • • a S ^ u • •••••• •• • O »�^,� • 0 e 11., .. 0 d g' LL Q �uTFr E9 AMAGAI 0 EO) EXTERIOR C I n OR WE N10TH MIODIICE w0°�MIIPt 0 O O Ci ._ ._ �•Itl NA PLNP lmltly CW AntP1�w'e NP I�'ZO v O y y �� l OFn py G', GG CL1 I PER CUSP Z v B�' S.Ii'' g 3 TYPrAL ANCHORS SEE ELEN. FOR SPACING J PER PANEL 1/A' AT IBA FROM FAGN END 4] LOAO BLWIIIC AND Ai UIDSPAN \ SNIH /R k ]/A' SSPER CUP, \ STRUCTURE � STRUCTURE Ik r 41 i4 U O .I k7��j k" EXTERIOR DOOR FRANE WIDTH FIXED PANEL TWO�TRACKDOOR DETAILSDETAILS MAR 0 5 2018 11 __ ah`_t 19 o12t �f L 14i � � i41 IWiDEREO NGfN AIOUi N(, NON-METALLIC 0 P9 WI. R biER ERSHEAR 1EAR m SiRUCNPE i cm[ ixcr -III �] S/B' • J KSI CONC. r I • (iRtR TO SHEET15 FOR VARIOUS (7' -� INSTALLATION CONDITIONS.00 ��. • • • Z e o . • s fl;- • •�- WEEP SIZE•ty0.a' R 1/8' ,� OA aag� �I LOGE GIST. • •J 5/9• f J KSI CONC. MAR p FOUR(4-__()_TRACK DDOOR_DETAILS a OPTIONAL °0 SLANT SILL ADAPTORS ceco�ATNE SILL COVER l 3 o�N ; _ OPTIO 3 6E`j c Z �I •^, U-� WL r•2<, d SRL RISER EB � RE00. TOR LOMS ABOVE . PSf SILL AR REOO. TOR LOADS y 0 ^ €I I ABOVE +60 PSE S ? ® I • it Y Y Y J 5 201 W10-311 TYPICAL ANCHORS WOOD STRUCTURE . . .... ...... ...... .. . ...... .... ...... 1/44km. • • 'L m 3 L3 • • � • • • sT�RUCTURE F�• � yg • Q6 i{3 ICp� g 8�. O p `•��5' / F(. SPACING • jA� • • • Non .i 1 •• • 0 H Z G 4 6 a LLi'a4R bit y N $ C EXTERIOR ^ o°w R /10 X 1-t/4' S5 PN SM5 I PER CLIP1 AT 18' M01 PEAER CHANEL ENO M] \ GL p �^ ANO Ai NIDSPAN 1/t' AW(. ?? ; NM /8 X 3/4' SS FH SYS lOAO BEMINC r p M 1 PER CLIP SHIM I I METH' 3 ^ STRUCNRE ` oZ LL KAL AHCNoas 5 0 R spy' - 1 TIPICAL ANCHORS i U J d SPACING - -SEE ELEV. / FOR SPACING �+1L�-• EXTERIOR !M OWR FRAME 0 5 �eTA ioF� a.a.ing MAR 2019 FOUR (4) TRACK DOOR DETAILS DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO 360.0 PSF IIyy SI 1 l) 19Q CORNER n125' CORNER �I � I n / I AH fi FROMCENDS *SCR O.C. M THREAD CULIINC SCREWS AT fi• FROM ENDS 4: 12 O.C. Y EXTERIOR /10-16 X 1/2- HH SELF M WNC SCREWS AT 6• FROM ENDS & 12. O.C. J s/6• J s (4) ANCHORS _ 1 3/4-_ 6• 6• 6• (6) ANCHORSpo 7—:�: ? _ -- 7g[�r1I I (8) ANCHORS � � I.• 3• 6• J• 6• J• TWO (2) y(�� C TREE (3) T C Ff 4iL jR (1 �GCI MITERED WELDED JOINTS AT HEAD/SILL EXTERIOR 0000 •••• 000000 • • �-HH HH -16 X 1/2•• • • • SO.F OpILjJ SCREWiz•S Z o sI /I AT 6• fR011t R1 ! o.c. Ft• 7S�; S0• • °o? 1 • • Q a•?- > •••••• • �D �•�j • •• 8 LL i'QA� 9F, R� � y C n e% 0 R c� -AT NrtMEO WELDED JOINTS HERO/SILL ° N .- 3 II % 3g R U-Sd U -3.. 'RODUCTDEYI� (4) ANCHORS RIJi{wMY.1{/'yyy brM.{Cei A�rpb.te Ns 17_ I J (k.?a Air..• pa, r.{uW t..Kr (6) ANCHORS Imi 6• J• � %(8) ANCHORS I -� J• = MAR 05 THREE (j) TR TREE (3) 1➢�GK FOUR (4L� r(!1 �iCK tlraring no. IN -31 TYPICAL PAD PILE INSTALATION LOCATION i m 1 TYPICAL AT PANEL 4 CORNERS EXTERIOR MOUN'rED • • • • • • • • •••• • POCKETED JAMD •••••• •••• • O m�L ANawRs 1yP A — C • • • •AT 6• FROM ENOS•A�• • 9. O.C. INTO ELM GONG./METK • • • •1- •C. MIN. BEOCK ONLY• 1-1/8• MIN. •t-Ir1• MIN. N'000 EMBED yT� EDGE OIST. t_Ij/• MIyINN. T MND E \ 1-3//• . CO EjY • B• MIN. METAL Vs,�IcEO� • • y Ac. BW c / miw& ` - • POCKET CWTY NOT BY NOT PART OF THIS TO BE REVIEWED BY x •ROOIICraEYad �"' aw•N uraL�. A^RIM.«� MAR 0 5 1018 CODE PART Ne. OL%TLIPIION WTERIAL YANw. RE4AR16 El C 163 E E SILL 2 TRIG( 606J-T6 CGI EKTWXER - E2 ES C 151 CCI-Ipp TRA4E JAM 2 TRACK IRAME MEAD 2 TRACK 606J-T6 CGI EXTRUDER - 6011-Tp CG E%IRLOER - - E4 CG-153 _ EMm- .TERLOCK 6061T6 CC' EXTWAER - ES E6 Cp-134 CG1-155 MCRpR MGLDCN 1MTN SRE 6063-T6 CCI E%iN4DFR - 6063-T6 m E%TMUDEA - E7 CG-156 TOP 8 BOTTOM HCR2 SLL RISER ACT. SILL AISEII(OPRONAL) 6063-Tb 6o63-T6 cm E%iRwER - EB Ee.l CO-I57 CCI-Ipl CYR EYIRUDER - 606]-i6 606J-i6 CGI E%TPWCR C01 EXTRUDER - - E9 Cp-t6p INTERIOR TRACK wSRRA4AL Elo CCI-t58 MERL— RENFORCNG (LENGTH - FRAME M. 8") 6063-T6 CCI EXTRL*CR CG C%1RUEKN - - - E11 CGI-I6T DOME SAL 3 TRACK 6063-T6 E12 w-161 FAME -RI 3 TRACK 6063-T6 CGI EXTRUDER - E13 CG-163 FRAME IEM 1 TRUCK OUTER TRACK ASTAIG4E - 6063-T6 CCI E%iMAER - EIA CGI-166 6063-TB Cd EXTR110CA -- E15 Cd-110 POCKET HOOK 6063-T6 CCI EXTRUDER E16 CG-12l 7/16- GLASS GW" t" qAR GLAIWG KAD 6063-T5 CCI EXTRUDER E17 CCI-t23 6063-TS CW EXTMlOER _ Eia CGt-15U E RM MERLOCN (o—M ) 6o63-T6 CCI EXTiRAER E14 E20 CO-154A Ld-153A WIOROP 941[RIOG( (OPIgIML) YIN SIRE -. ... (OPTIONAL) 60G1-T6 CGI EXTRUDER p063-T6 6O63-T6 CG E%TP1gER CGI E%RNDER E21 C -ISM TOP k BOTTOM How (OPTIOIUI) E22 CCJ-ISM ASRIAC.IL (OPTKRN ) 6063-TB CCI EXTRUDER - E23 CCI-16M OUTER -TRICK ASTRAGAL (OPTIORNL) _ --T6 6063-T6 CC E%IRIAER CLR EXTRITU[A - - E24 CEJ-1B0 DECORATIVE SILL COVER (OPRONAL) u5 CGI-1E4 2. 3 & 4 TRICK FRAME SLL SCREW CP47i W -T6 m EXTRI m - E26 CW-187 2. 3 h 4 TRACK TTWX W -V SCREW CdER TPPME JAMB SCIIEW COVER (OPRONAL) 6083-TS 6063-T5 CCI EXTRUDER Ca EXTRUCER - - E27 CGI-18S E28 E29 CCI-1o18 CO-1029 TRAAIE HEAD 4 TRACK 6063-T6 CGI E%RLUDER - iRA4E SILL 4 TRACK 606J-T6 - —1-T8 CGI E%TPLOFA CGI E%TRWEN - EX CGI-ID30 RRAME JAMB 4 TRACK E31 CG-1o37 FE—E c—ER AaAPTw (9w) 6063-T6 co E%TRUODi - E32 CGI-105p TEWL[ CORNEA AONFpI (1]3') WEE CORNER ADAPTOR 6061-TB CCI fXiR110ER - EJ3 CG-TOSS 606J-i6 CGI EXTRUOEA Mi CGI-SBZV GIAZNVC BULB — (OUROMETER 75-W SHORE A) PYC M2 MS 41O CG-1TIC CGI-171 PANEL_CLL^ (2-1/2" LONG) _— HXED PANEL SH4 6063-T5 3 D FI%[D PANEL N'ADN WOOL/NYLON 2 PER TICE) PANEL CGI-176 FRAME HEAD A IXT & PAD PILE SULLNAN 1 PER MERLOCK/ASTR 411 M12 W2ITOING A-51-PRS-150-C P6E WAN CENTER HN BOTTOM RNL SIIrtUgI. 1- LONG, 1 AT EACHEHO ROLLER ASSEMMY AT PN4[l5 WRNpR CORNGS WOOL ULTRATAB M EOUN. - AEUMWUM 51/5! CCI EXIRLAFA AY[SF1RY AMESBURY 4 PER BOTTOLI IIML_ T PER OPCIUBL[ PANEL 2 PER OPERABLE PANEL NIJ M13A 1084 ROLLER ASSEMBLY AT CORNER PANELS ST/ST Y14 9GD-80o DLME MORTISE LOCK ST/ST SULLN. ATTKHCD TO 566-503 M14A PSOt-0036-117 DUIL 40RRSE LOCK 5R/ST IMERBCKS ATTACK TO 41M 415 SGD-507 KEEPER 21HC SULWAN MST. W/ 2 I10%1/4" PH 41. SC1_507N KEEPER ZRIC MERLOCItS INST. W/ 2 010X3/4" PH M16 M1M SGD-SOS PS01-W36-117 RECESSED ADAPTOR RECESSED ADAPTOR 2- SL — Ww. W/ 2 /10X]/4" M IRST. W/ 2 JIDX3/4- M LNC ZINC MEtL=S 811LLNAR/MFALOCKB Mil 5G0-5500 HANDLE SET 418 0W HANDLE SET OPigNK 71NC SULLNAN - 410 _S42301 SC52000 SRPRL' SEMART 911CCK WOOL/MC GE SUILNAR OR EOUN - 4 PER PAAEL M20 CCI-177 PANEL TOP & BOTTOM DUST PEE 421 WS-102 HEAD AND 9LL SMALL PIE PAD WOOL ULTMFAB M EQ—. 1 PER INIEPLOCK/ASTP/LAL M22 M21 W$-101 HO-12-10042 SRl MERLOCN PILE PAD .]'A" REACH POCKET SEAL WOOL ULTR M OR EOUN. - -- AmmiI Y ST - 1110 % 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW --- -1 2 M 3 PER CORNER ...... .. . ...... .... ...... • . ...... 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PANEL CLIP 1.490 1A15 EI FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.000 �3.750 2.755 1i 2.005 •--2.005 t! __f EXTERIOR INTERLOCK (OPTIONAL) $$ c .125 [a 1.J88 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) 3.000 2.125 td} O ' �-� .125 -1.000 � III ¢ 1.e10 1.9]0 .995 C N 095 095 �� a 3.572 �' 1 '�[ I SILL RISER (OPTIONAL) 1610 1.870 I I -.0]0 1.770 .060 1./13 3.188 3.572 Ij C 2 1.255 1^-2.005 .0 1_ 5 ® Uo /�� 1008 83 INTERIOR INTERLOCK .51 �1.255 - INTERIOR INTERLOCK (OPTIONAL) U "/ OUTER TRACK ASTRAGAL STILE l J INTERIOR TRACK ASTRAGAL STILE �f IAM-.I p 2.005 1 � .060 1.e31 3000- ','J EXTERIOR INTERLOCK I�-1.62S-y .125- � 1.}10 { a E33 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) 5]2 Xt TRACK ASTRAGAL; (OPTIONAL) .7411p�p'� .625 i- q L#CJ i -R 2.591 r 3.341 u L 1.920 I -.062FFtl i i i E) .625 SILL COVER(OPTIONAL) 1 SILL RISER (OPTIONAL) OmC r YEYOI 111i11 \ . aWawmu[/9.11Y ��, 2f lv ��`�pJ,wep'•.!O .; 8 �. I k U � r• Nn [ � ..'IawM pld- �' drawln �lycS' MART() 5 7ntu 'SB��kAI E�� ,Na.L 25 or 28 j-1.666-- 125 1 615 2.270 � '190— .128 1.886 128//\j .128 74 190 III/j�IrL� 1 .125 3.528 .]� 1.886 125 1.48a 1,330 .190 it 2.412 1.B88 1.520 1.347 2.381 FEMALE CORNER ADAPTOR NO) Il 41 FEMALE CORNER ADAPTOR (1351 1 l—) MALE --1 1.375 ' • • • • • • • O1t u a • T—I • 060 1M � • .. • • • - • _i 6Y . o • :.63� • • .280J • .640 Z • y _ 2 FRAME HEAD COVER ~ it 0� •1 a21 • y •fi40 IL �Dr �� • L •••• a44r oao Vt • •• • g —.625 FRAME • • • 0 4 D p ^ COV 0 ry r FRAME JAMB (2 TRACK) �n 7i� -�+ 1.375 .243�{ — —T I.791 F1.820 —{ FRAME JAMB COVER 6 c R 5L 0 1.6I20 1I� 725may{.-.125 I I1.620 1 SOB � � .085n I s; .s25� 4.664J F- I— 03nri c_iLLR FRAME JAMB (3 TRACK) � FIXED PANEL CUP .3 p -;wWDDC f 9SYr Wn. µNH W ti.yy Aeknl+k'e Ne.4d y�� n,y„Ic„1,y MAR 0 5 2013 j— . $ E �: �nATea6 .�` OrawLlg �i!toMw,t�; W10-31 I�7.750—y .9R5 .85J ' RIW FRAME HEAD (4 TRACK) 1 oeo .75J 2.60 F7.730— FRAME SILL (4 TRACK) 1.620 �0 ].]50 ' 1.6R0 oe0 .095 6R0 4�-.6R5 L� FRAME JAMB (4 TRACK) FRAME TOP CORNER 4 TRACK SHO FRAME BOTTOM ORM R 4 TRACK 9 - sx E' 4'R•DUC'f 9eyfeRa iplJhY �iM Mr FYMy, MAR 0 5 ?oil ';wy ro Ing W10-31 Keet 27 of 2t , FRAME BOTTOM CORNER 3 TRACK SN N S2 53 aRODOCrREvwm qMCb�' IY Fle,i4 •ecplwe. 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C°1 3 & suTsa -o- drawing no. d W10-31 I IVJIdl I11 J11U1 CJ V IIIdgC R17 CEIVED Building Department JUL 19 i'�18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ^, ' �Q\ ,� J Tel: (305) 795-2204 Fax: (305) 756-8972 L[/' �- INSPECTION LINE PHONE NUMBER: (305) 762-4949 co L FBC 201 BUILDING Master Permit No. �R\C-11-188-76 PERMIT APPLICATION Sub Permit No. I(3 -lQ cn, QBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING [—]MECHANICAL [:]PUBLICWORKS 1139 NE 105th ST JOB ADDRESS: ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 11-2232-028-0400 X Folio/Parcel#: Is the Building Historically Designated: Yes NO R Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Welser Torres Phone#: 305 972 1481 1139 NE 105th ST Address: Miami Shores Florida 33138 City: State: Zip: Tenant/Lessee Name: Phone#: Email: frnkperdigoninc@aol.com CONTRACTOR: Company Name:.. Address: kJ.L -/ jf 10a) City: Qualifi r Name: �Zip:��pp��'o PhnnP#-S eL4d 3 State Certification or Registration #: ��o �� /� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Add City: State: Zip: Value of Work for this Permit: $ 4/�� -Square/Linear Footage of Work:. Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace Descrintinn of Wnrk- _ A-')r9 /'() d )/ /V 4/1 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $, Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE S 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. ER or AGENT The foregoing instrumef t w s acknowledged before me this AQ day of '20by --R�er TO r f P who is personally known to me or who has produced Dk as Signature CONTRACTOR The foregoing instrument was acknowledged before me this / i — day of S V Li , 20 IJ by u/yu/.^, G�^;ez- 1O , who' ersonally known me or identification and who did take an oath. idenl W rt�el APPROVED BY Plans Examiner ha roduced ti an who did take an oath. PU IC: as # GG165171 Expires. uevc ron NotaN Bonded %tu Zoning Structural Review Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Nonce to owner - worKers, toompensation insurance txemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. / Signatui State of County of Miami -Dade ,p The foregoing was acknowledge before me this/e day of / 20 /70 J who is personally known to me or has produced t 1( .20 9fa ',;7 AVO %0 as identification. Notary: Z I RIA OE LOS ANGELES EXpOSITO MY COMMISSION #GG015600 SEAL: EXPIRES: JUL 26, 2020 " Bonded through 1st State Insurance Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Quali er/Owner Signature D ��818 a� Date Print Name