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WS-14-1412Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216319 Scheduled Inspection Date: July 23, 2014 Inspector: Rodriguez, Jorge Owner: CATHERINE HABERMANN, GLENN CAo11 Job Address: 164 NE 105 Street Miami Shores, FL 33138-2033 Project: <NONE> Contractor: PRESTIGE SOLAR dullaing Department Comments CHANGE WINDOWS AND DOORS 13 WINDOWS AND 2 DOORS Permit Number: WS -7-14-1412 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1121360130660 Phone: (305)827-1935 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215167. Not ready Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 22, 2014 For Inspections please call: (305)762-4949 Page 19 of 24 Miami Shores Village �'� i JUL 01 214 Building Department - v' 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 to BUILDING Master Permit No. i� 1z. PERMIT APPLICATION Sub Permit No. /' BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,I /L CONTRACTOR DRAWINGS JOB ADDRESS: d 6 4 or los"—. �7— ° City: Miami Shores County: Miami Dade Z113: 053%3E5 O0 Folio/Parcel#: ! /- ZlJf -013 -064 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CQ-�z> �7ZP Phone#: Address: 14�qr o4j0 x— S rAZb y— City: /`f Tenant/Lessee Name: Email: CONTRACTOR: Company Name:/Z Address: 5V0 Aj� State: Zip: `3 31,3dP City: Z -t' L State: -- Zip: % 3 0 t Qualifier Name: &;V6f i 17 j 7 V Phone#: "3 Q]�`��"��Y State Certification or Registration #: -9 C_ /2--T1Kt? Certificate of Competency #: DESIGNER: Architect/Engineer: 9 XZ -75 s Phone#: 7-5-Y- Address: a 0 mil✓ f `L 106 CitY:AR2?&0r.b State: `Z- Zip: 733 44V Value of Work for this Permit: $ /4` 3c?z - Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: iu� L S,'?,cl� C-1 e"'&JR.XLA�'S' Specify color of color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (ff applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC...„ OWNER'S AFFIDAVIT: I certify that all the foregoing information Is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.A Notice to Appikunt: As a condition to the issuance of a building permit wrath an estinmated value exceeding $25W, the applicant must premise to good falth that a copy of the notice of commencement and construction flan law brochure wilt be detfmrered to #tie person whose property is subject to attachment Also, a aertif ed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven () days after the building permit Is issued. in the absence posted notice, the Inspection will not be approved apd a r sje�tion fee will be charged / I If tt OWNER or AGENT The foregoing instrume—nrtwas acknowledged before me this dayof •20)4 , by G u , acl . who is persona known to me or who has produced as identficadon and who did take an oath. NOTARY PUBLIC: The foregoing Instrument was admowledged before me this 2'7 day of 3,a -t 20 VA • by Sh►°�aVVi3 -,,who Is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as APPROVED BY (RrAWdW20M4) Plans Examiner Zoning Structural Review Clerk Sign: Sirgn• N ELL EN E CARBON LL ARSON LL Print; Print MY • e 7745 Seal: EXPIRES Mares 11, 2018 Seal: .. EXPIRES March 11, 2016 (d07p398-0163 F10AdeN0WV8WV1W.WM Flora RN0WJy3Wvm.c= APPROVED BY (RrAWdW20M4) Plans Examiner Zoning Structural Review Clerk W-12 11 RATH W-13 BEDROOM wi N.T.S. FOR RESIDENCE D NE CE 164 NE 105 STREET MIAMI SHORES, FL 33138 D-2 I_ J� 11 it ROOM STUDY W-3 ENNIIIINIG TO wz REMAJN .. W-9 KITCHEN D-1 MASTER BEDROOM Miami Shares Village APPROVED BY DATE 0000 BLDG DEPT 4LID 0000 .. 0000.. .. . 0000.. 0000.. . . . . 0000.. 0000.. . 0000 0000.. 0000. 0000 0000 . . 0000 0000 0000.. 0000.. ... �. �••• W-10 0000.. 0000 . . Wu „' BEDROOM p W-12 11 RATH W-13 BEDROOM wi N.T.S. FOR RESIDENCE D NE CE 164 NE 105 STREET MIAMI SHORES, FL 33138 D-2 I_ J� 11 it ROOM STUDY W-3 ENNIIIINIG TO wz REMAJN .. W-9 KITCHEN D-1 MASTER BEDROOM Miami Shares Village APPROVED BY DATE "70NING DEPT BLDG DEPT 4LID SUBJECT TO COMPLIANCE WITH STATE AND COUNTY RULES AND REGULATIONS Project #: 41815-97405 Project Details: FORD RESIDENCE Contractor: PRESTIGE WINDOWS AND DOORS 164 NE 105 ST MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information 0.85 56.57 0.95 -1.31 Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 40.0 ft Parapet z 3 feet? No No 23.2 General Calculation 0.85 56.57 0.95 -1.31 Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCPI): ± 0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.85 Velocity Pressure (qh): 56.57 psf End Zone (a): 4.0 ft ASD Method: P = 0.6w W-1 15 53.0 x 50.0 5 No 18.4 0.85 56.57 0.95 -1.31 +38.5/-50.5 W-2 15 37.0 x 50.0 5 No 12.8 0.85 56.57 0.98 -1.36 +39.4/-52.3 W-3 15 53.0 x 63.0 4 No 23.2 0.85 56.57 0.94 -1.04 +37.9 /-41.3 W-41 15 53.0 x 63.0 4 No 23.2 0.85 56.57 0.94 -1.04 +37.9 /-41.3 W-5 15 37.0 x 50.0 5 No 12.8 0.85 56.57 0.98 -1.36 +39.4/-52.3 W-6 15 53.0 x 50.0 5 No 18.4 0.85 56.57 0.95 -1.31 +38.5 /-50.5 W-7 15 53.0 x 50.0 5 No 18.4 0.85 56.57 0.95 -1.31 +38.5 /-50.5 W-8 15 37.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 W-9 15 53.0 x 38.0 4 No 14.0 0.85 56.57 0.97 -1.07 +39.2/-42.6 W101 15 37.0 x 50.0 5 No 12.8 0.85 56.57 0.98 -1.36 +39.4/-52.3 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal pita !;E frcjningipeering Express. Vult may be converted to Vasd according to the following f&AW& [Lala =. \4ilt:* V(0.6)]. Risk Category for the listed Vult shall be verified purj�ent t*,o,A9 ,E7-tOkagre;1., band Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and insures as ver�tiel6l otherso • . . .. . . . . . . . . . . .... . .. • • • ••• • Valid Only With Ised Engineer a -! Thu. June 26. 2014 - Tray Bishop, P.E. 'PE0076131 Cert Auth 9885 0 : : :•: : : : 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 418 -5 9e4a5� • • • PHONE: 954-354-0660 FAX: 954-354-0443 0 kat WWW.ENGEXP.COM om -•t r�F��®r •moi r��lf� � Project #: 41815-97405 Project Details: FORD RESIDENCE Contractor: PRESTIGE WINDOWS AND DOORS 164 NE 105 ST MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information W11 Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 40.0 ft Parapet ;-> 3 feet? No L_� I General Calculation W11 Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 internal Pressure Coefficient (GC pi ): ±0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure Coefficient ( nK): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 4.0 ft ASD Method: P = 0.6w Tula ' 1, z ((ft7) Sir' W {Indoi�1eah� Area; ((�), aYC,#'�C,� ick Z ) ,G Cp PISs ijpsf) _ LL� W11 15 53.0 x 50.0 4 No 18.4 0.85 56.57 0.95 -1.05 +38.5 /-41.9 W12 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 W13 15 53.0 x 50.0 4 No 18.4 0.85 56.57 0.95 -1.05 +38.5 /-41.9 D-1 15 36.0 x 79.0 5 No 19.8 0.85 56.57 0.95 -1.30 +38.3 /-50.1 D-2 15 146.0 x 79.0 5 No 80.1 0.85 56.57 0.84 -1.08 +34.6 /-42.8 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Vult may be converted to Vasd according to the foll win •f • I •: #/a r �h I*-'� 0.6 ]. Risk Category for the listed Vult shall be verified Q g��j(. ld.. . ( ) pursGant tb;AVE:7 a0;raD?41.5%and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results a're 6asedon confrahof-•supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and IkessftS as v90fied by others; . • ... . • • . • • • .. . . . .. . . . . . % •• . . . . • • • . . ... Valid Only With Troy Bishop, P.E. . PE0076131 Cert Auth 9885 ; ; ; 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 418j-+65: � : : :'.: PHONE: 954-354-0660 FAX: 954-354-0443 kat /� ••• • • ••• • •VJWW.ENGEXP.COM • PAGE 4 ' OF •0400• 0 E yp. s 4 • 60.0•• • • .•.... Q �7INDOWS &DOORS 00• 0000• '00:00 W V1l•WN . P Refs S T I G EWI N DOOR. COM • • 0 • • • 0000 000• •000•• WINDOW/DOOR SCHEDULE • PROPERTY OWNER: ••;••• Ford Residence •1.01PERT.VAPPQRES �'�e' 164 NE 105 ST MIAMI SHORES, FL DATE: 26 -Jun -14 L OPENING ..QfSCRIPTION OF WINDOW/DOOR/MULL PRODUCT ACCEPTANCE NO. NOA PRESSURE DPENING PRESSURE OPENING SHUTTER REQ MULLION REQ IMPACT (+) PSF (-) PSF (+) PSF (-) PSF SIZE YM YM YM W-1 FIX 11-1031.06 58 -58 38.46 -50.45 53X50 N N YES W-2 FIX 11-1031.06 80 -80 39.4 -52.32 37X50 N N YES W-3 FIX 11-1031.06 55.3 -55.3 37.86 -41.26 53X63 N N YES W-4 FIX 11-1031.06 55.3 -55.3 37.86 -41.26 53X63 N N YES W-5 FIX 11-1031.06 80 -80 39.4 -52.32 37X50 N N YES W-6 FIX 11-1031.06 58 -58 38.46 -50.45 53X50 N N YES W-7 HR 11-1031.04 65 -65 38.46 -50.45 53X50 N N YES W-8 HR 11-1031.04 65 -65 40.05 -53.63 37X38 N N YES W-9 PO 13-0606.05 68.6 -68.6 39.18 -42.57 53X38 N N YES W-10 CASEMENT 12-1220.14 74.7 -74.7 39.4 -52.32 37X50 N N YES W-11 HR 11-1031.04 65 -65 38.46 -41.46 53X50 N N YES W-12 HR 11-1031.04 65 -65 40.05 -43.45 37X38 N N YES W-13 HR 11-1031.04 65 -65 38.46 -41.86 53X50 N N YES D-1 SD 13-0226.06 80 -80 38.28 -50.08 36X79 N N YES D-2 DD 13-1121.08 60 -60 34.63 -42.8 146X79 N N YES MIAMMaADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 •NOTICE OF ACCEPTANCE (NOA) ww►v.mtomidode. govlaera/ CGI Windows & Doors 10100 NW 2e Street Miami, FL 33172 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction - materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Pi-oduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 11130 Sentinel " Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W1042, titled "Series 130 Sentinel Alum Fixed Window (S.M.I.) (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, 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, copyofethis eatiro NOA. shall be provided to the user by the manufacturer or its distributors and skall be gvaibe 164►spe tion at the job site at the request of the Building Official. -This NOA revisep x i1;0jQJ.0F tj 4 gensists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed bey Manuel Perez, P.E. • NOA No. 11-1031.06 i ub • • ' Expiration Date: September 22, 2015 Approval Date: January 12, 2012 .... ..... . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series 130 Sentinel Alum Fixed Window (S.M.1.) (L.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,-TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLQ, Test Report No. HTL-0080-0103--10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 -0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 02/28/11 and updated ori 10/10/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their"Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. ....... . .. .. . ......... . Manuel , P.E. • • • • • • • Product Contr E finer . • • • • NOA No. 11-1031.06 . . . . . . . . . . . • • • 00 0** Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 ... . . . . ... • . . . . . . . . . . . ... . .. .. . . . .• • • .. . . .. . . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED F. STATEMENTS 1.- Statement letter of conformance, complying with FBC-2007 and FBC-2010 and of no financial interest dated 10/06/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 previous NOA No.10 —0510.13) 3. Proposal No. 094032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No. 10 —0510.13) G. OTHERS 1. Notice of Acceptance No. 11-0303.03, issued to CGI Windows and Doors, Inc. for their Series 111.30 Sentinel" Aluminum Fixed Window — L.M.I. approved on 03/21/11 and expiring on 09/22/15. ....... . .. .. . ......... . .. ... .. . .... . ... ... • . . ... . . . . . . . . V .. 000 . *00 ... . . . . ... . . E-2 . . . . .. . . . • ... . . . ... . • Miiuepfe-47, P.E. Product Contr Eminer NOA No. 11-103-1.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 C� • w t E PICAL ELEVATIONS �FLU-1 TY1 g 35 ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEEP 1.1 FOR FIN FRAMES. ,y PRODUCTREVISED 04mngdyftwhhftpioft o b r u ►� g a By oo It8• M 1;2 BUCK HEIGHT ZQ � {� n.L OPO. I I I I I I I 1 FALSE MUNiINS I B' MMX. (SURFACE APPLIED} 18' MAX. B° MAIL98• MAX. CORNERS OPTIONAL SHORTER HEAD/SILL SNORIER SIDES CORNERS SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME WINDOW WIDTH WI '1 WI�...� WINDOW WIDTH WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOWiiil JlI DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r CHARTS SHOWN ON SHEET 2. nnel" I I I I I I aj APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FTX./FDC. OR FIX. WDW. WITH OTHER MIAMI -RADE COUNTY 3 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS J IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WINDOW YAM WINDOW WIDTH WINDOW WIDTH W WIDTH DAYLLTE OPENINGS: WILL APPLY TO ENTIRE SYSTEM. ( II - - D.L.O. HEIGHT = BUCK HEIGHT - 3.00' D.L.O. WIDTH BOOK WIDTH - 3.00" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE , rn. I REQUIREMENTS THE FLORIDA BUILOMG CODEINCLUDING HIGH VELOCITYHURRICANE 20NE (FIVHZ).LY TODO BUCKS BY OTHERS MUST BE ANCHORED PROPER ' LOADS TO THE STRUCTURE. " ^HiTANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS I I •,. C•.:EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L J SFiA. •PE �bsaz- ' . LAM. GLASSTHESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT.N' INSULATTATG LAM.GLASS ;; ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE i<<, :,I,�.• NOT PART OF THIS APPROVAL sHUTTFRS ARE NOT REQUIRED. MISSILE IMPACT A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. GE MISSILE IMPACT dr lna no- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY SWOON DOTTED UNG ICTURE OBTAINING WINDOW ALHAPEB�LNASQ ARSE OR RECTANGLE AS Es. ��P� W10-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet of $ tTANOE WIDTH IT oPo. 18• MAX. 8• MAI(. HFAD/SILLFT StWR1ER CORNERS SID6i m d h II II c 0 11 oil 0 •o It • ii 1_•� •• • i-••-Ir==-e=-n-F=== • •• ° •i•• • • I • It •� • ii ••ij••• n I • ••• B • • t E PICAL ELEVATIONS �FLU-1 TY1 g 35 ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEEP 1.1 FOR FIN FRAMES. ,y PRODUCTREVISED 04mngdyftwhhftpioft o b r u ►� g a By oo It8• M 1;2 BUCK HEIGHT ZQ � {� n.L OPO. I I I I I I I 1 FALSE MUNiINS I B' MMX. (SURFACE APPLIED} 18' MAX. B° MAIL98• MAX. CORNERS OPTIONAL SHORTER HEAD/SILL SNORIER SIDES CORNERS SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME WINDOW WIDTH WI '1 WI�...� WINDOW WIDTH WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOWiiil JlI DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r CHARTS SHOWN ON SHEET 2. nnel" I I I I I I aj APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FTX./FDC. OR FIX. WDW. WITH OTHER MIAMI -RADE COUNTY 3 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS J IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WINDOW YAM WINDOW WIDTH WINDOW WIDTH W WIDTH DAYLLTE OPENINGS: WILL APPLY TO ENTIRE SYSTEM. ( II - - D.L.O. HEIGHT = BUCK HEIGHT - 3.00' D.L.O. WIDTH BOOK WIDTH - 3.00" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE , rn. I REQUIREMENTS THE FLORIDA BUILOMG CODEINCLUDING HIGH VELOCITYHURRICANE 20NE (FIVHZ).LY TODO BUCKS BY OTHERS MUST BE ANCHORED PROPER ' LOADS TO THE STRUCTURE. " ^HiTANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS I I •,. C•.:EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L J SFiA. •PE �bsaz- ' . LAM. GLASSTHESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT.N' INSULATTATG LAM.GLASS ;; ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE i<<, :,I,�.• NOT PART OF THIS APPROVAL sHUTTFRS ARE NOT REQUIRED. MISSILE IMPACT A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. GE MISSILE IMPACT dr lna no- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY SWOON DOTTED UNG ICTURE OBTAINING WINDOW ALHAPEB�LNASQ ARSE OR RECTANGLE AS Es. ��P� W10-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet of $ • 48- 49" 41r B= WIDTH euCit WIDTH TYPICAL ELEVATIONS �Y D.k. OPG. 3e SYn',.°Eb a GS �$ II 11 m 11 II � a 2- Ji___1l.___ 98' •=--11------rr---=--m------Ir--- LL • tt U u u BUCK WIDTH � • � j' % " � " � jj 0.4 OPG. �1 pp yp II • ii ii o ii it sy�se 3 It 11 • Fi 1t II °� Tii II 11 II I� U II II t/t�inn)1 fl 11 p _ ll II _ _ 11In It It • • 000 I I ]li no Q N � (SURF�SE nP m) 18' MAX. 8' AIA7C. 16• MAX. 8" MAX. 18 MN(. u � M vO1i oanoNAL SIRAItDii HEAD/SRL SfWdCHT CORNERS sTRAIGHr z Z y� SIDES CORNERS SIDES ; t wS -------------- FIN I� ITT FRAMER I i i -111P ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES 09 l' ' gN JAV AHJAVCML 1110 Mont=REVISED w T!!O %V!ft FINNS o . Fl CAN. � gy{Mmg Godo HY draw -g no. Ce W10-02 eheetl,loi 6 BtlpC WIDTH D.L OPO. 6" MAX 18" MAX. CORNERS SIDES I I. 11 11 • • • C • �� it -_� =rc =-� � • o Y • It • II • II • ••i�_ 'i -11i• 'I Y • D=GK LOAD CAPACM'Y - PSP FLWGS DI1a3 DESIGN TOAD CAPAQ9.'Y - PSIP CTAW Tnm 'C&'CI' MAW TYM b'&'Dl' YINDTH (W) ILENGTH (L) FLANGE DRffi. Mt=DM OR.(+) 1NT.(-) EXI'j+) INT(-) IMASS 1Y14S °C&'C1' IMAM YYPSB V&'Dl' WIDTH ('m LENGRI (L) I WIDTH M LENsrH (L) en.(+) 1t4r.(-) EKT.(+) 1NT.(-) 24" 30' 36" 4r 48' 84' 00" 61' 36• • 23' 29• 35• 41" 47n 53" 69• • d4• 35• 80.0 MA SOM 80.0 80.0 80.0 80.0 80A 80.0 80A 80.0 a0A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80A BOA 1 80.0 BOA 8QA 80.0 80.0 80.0 • �° 38° •d2. 48' • a• • 0). 0004, • • • 48 • • • • • 23' 09' • j5' %1" 47* • Ye' %'. • 4 • • • ir. • • • • • • *0041091,3 • 80M IAA 80.0 SOA 0 e.0 80.0 BOA 80.0 80.0 80.0 80.0 2 702 e0.0 80.0 • 61.3 61.3 80.0 80.0 13 81.3 80.0 80.0 813 813 BOA 80.0 613 1 80.0 BOA • W 330, • y'� +h° • i 54• SO. •BTI• qo4j • • • e. • • • 0 0 • • • • 23' • Z9'• 38° 41• 47* 53"84.3 • S9' • 60" • • • • %101 • • • •jpz • • 8OA ODA 86.0 80.0 Ob.0 80A 80.0 80.0 a.0 80.0 80A SOO 090.2 70.2 80 0 80.0 a V.3 613 80.0 80.0 643 72.5 72.8 489 83.1 88.1 089 489 85.1 68.1 24' 30" 36' 4r 48" 54" 60" 81" • • 72' • . 29' 39" 41' 47" s3' $9° 71' BOA BOA 80.0 80.0 80.0 BOA 80.0 BOA 80.0 SDA Ba0 80.0 702 702 80.0 80.0 81.3 61.3 80.0 80.0 543 54.3 729 723 489 48.8 55.1 65.1 48.0 48.0 64.0 64.0 24' 30' 38• 42. 48' 84• 88" 80448' 23" 29" 35' 41• 47* 53' 55' or 1 80.0 60.0 80.0 SIG BOA 80.0 80.0 804 782 782 80.0 BOA 70.0 70.0 80.0 80.0 613 813 BOA 80.0 843 843 72.8 729 8Z4 524 69.8 699 24" 30" 36• 42" 48" 49• 87. 23' 29• 35" 41• 47* 48" 86• BOA 80.0 80.0 80.0 80.0 80.0 80.0 ODA 789 75.6 SMO sOA 852 85.2 80.0 80.0 80.6 80.0 80.0 Ba0 59.6 59.6 80.0 80.0 24" 30" 36" 42' 4e• 102' 23' 29' 35• 41' 45' 101' BOA BOA 80.0 80.0 80.0 BOA 80.0 80.0 74.8 74.6 80.0 SOA 65.7 65.7 80.0 BOA 69.3 593 Sam 80A 24• 30' 36' 4r 44' 108• 23" 29' M. 41' 43' 107° 80.0 BOA 1 80.0 BOA BOA 80.0 80.0 80.0 739 799 80.0 �.0 BZ4 824 BOA 80A 39.1 58.1 80.01 80.0 D=GK LOAD CAPACM'Y - PSP FLWGS DI1a3 RDCB DIMS. CTAW Tnm 'C&'CI' MAW TYM b'&'Dl' YINDTH (W) ILENGTH (L) YBDiH (8) LENGTH (L) OR.(+) 1NT.(-) EXI'j+) INT(-) 24' JO" M. 41' 114' 23' �• 38" 40' 113' 80.0 $OA SOA a" 110.0 BOA BOA 80.0 73.0 73.0 80.0 8&0 61.4 61.4 80.0 BOA 24" 30' 36' 39" 120" 23' U. 33• 1 38' t 19" 8a0 80.0 Soo 80.0 S" BOA 804 80.0 72.4 72.4 80.0 80.0 85R 68A 80.0 BOA 24" SD' 38' 39• 121' 23" 1' 35' 38' 120" 80.0 80.0 BOA 80.0 BOA 80.0 800 8DA 723 723 BOA 80.0 63.8 659 80.0 804 ANCHOR SPACNG TO BE AS PER SHEETS 1 & 1.1 L Jpull WIM d� AND LENGTH MAENSIONS CAN BE ORIENTED YERDCALLY OR HOMMMALLY AS SHOWN ABOVE. TyPe V. TYR :11 DESIGN TOAD CAPACIPY - PSP EL4NGE FRAME FLANGE DTMB. RM Dum OLASS TYP!• 'C&'Cl' OIA88 TYPE 'D'&b1' WIDTH M LENGTH (I.) WIDTH (W) LENOTM (L) EXT'.(+) 1M.(-) EXT.(+) IW.(-) 19-1/8' 26-1/2• 37* 48" 53-1/B• 61" - 2e" 18-1/8• 23-1/2• 36' 47" 52-1/e' 60' 25' 80.0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 BOA BOA BOA 80.0 80.0 80.0 60.0 80.0 80.0 &tA 80.0 80.0 1 80.0 80.0 00.0 804 19-1/8" 28-1/r 37°38° 48• 53-1/8" 61" 38-5/8• 18-1/8' 25-1/2' ar 52-1/9' 60' 37-3/8' BOA 80.0 80.0 804 Boo Bao 80.0 80.0 �.0 w.a BOA 80.0 n.t n.t BOA 80.0 77.1 77.1 BOA 80.0 77.1 77.1 80.0 80.0 18-1/8" 28-1/2' 37'50-0/8136' 48' W-1/8- 61• 75-1/4" 93-3/4° 18-1/8' 25-1/2' 47• 52-1/8• 60' 74-1/4' 1 92-3/4• 48-6/8' BOA 80A 80.0 80.0 &LO 80.0 80A BOA 8DA SMO BOA 80A 613 A 61.3 � 804 58.0 55.o 77.4 na SBA s&O 77.4 77.4 SB.o 58.0 77.4 77.4 S&0 58.0 1 789 789 19-1/8' 26-1/r 3r 48' 53-1/B° 61° 75-1/4• or 18-1/8" 25-1/2• 36° 47' 52-1/8' 80' 74-1/4• 1 62• 80.0 BOA I BOA 80.0 80A 80.0 86.0 80.0 BOA BOA 80.0 80.0 613 613 80.0 BOA 553 - 553 73.7 73.7 48A 480 64.0 $4.0 46.8 489 61.9 819 19-1/8' 26-1/2' 3r 53-1/8° 81" 76" 18-1/8• 25-1/2• 36• 47• 52-1/8' 80' 78, 80.0 80.0 SU 80.0 80.0 80.0 78.9 80.0 80448' V7839 813 80.0 80.0 553 73.7 73.7 48.0 64.0 64.0 ANCHOR SPACNG TO BE AS PER SHEETS 1 & 1.1 L Jpull WIM d� AND LENGTH MAENSIONS CAN BE ORIENTED YERDCALLY OR HOMMMALLY AS SHOWN ABOVE. TyPe V. TYR :11 EL4NGE FRAME FLANGE DWS- WS SUCK BUCK DINS EGUAL LEG FRAME O Zz� O SLICK DIMS �1 FRAME 12 FIN U %%W6 eLXxc aMs �Y FLANGE ADAPTOR FRAME IMS FLANGE DIMS- o P - 0-3,V-4 o ` z a m o 0 o01 •i E59R PR0VUCT'RDVIM4 CAC &3 /vDnetio Fiprtda fcff "701W gldtd cxdcA=opMm No r1do t �o � drawing W11 0-021 GIASS TYPE 'ClSSS TYPE 'D!' 1" OVERALL MULL LAM. GLASS(L.M.I. ONLY) 1" OVERALL Imo" IAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. (a1+0 lz a a LLZd all a OE 120 DOW CORNING 899 'I I! DOW CORNING 998 DOW CORNING 899 DOW CORNING 998 •m i URI OPTIONVAT. •GLAZING DETAIL a m m GLASS WIPES 'Cl•: & 'Di' V �- For JAM AMAD PRODUCTRBVISBDCIVIL ll � FLA. FE 77 0892 aHhOtelilplfda Q AOCOPW= bb pxpkwm IImf5 sti A�13tip\'L BY Vd10 02 sheet 3 of 6 3/16" ANN. GLASS 3/16" HEAT SITREN'D GLASS .078" PVS INTERLAYER .076' PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUM' VANCEVA COMPOSITE BY 'SOUJW OR OR .080' WB INTERLAYER .060' PVB INTERLAYER SAFLf7f 91G TRY 'SOLUM' SAFl.E7T UIG BY 'SOLUM' OR OR 090" SGP UJTERLAYER 080" SGP INTERLAYER BY 'DUPONP BY 'DUPONT' 3/16' HEAT STREN'D GLASS 3/18' HEAT STREWD GLASS • • • • : • • e • • �" • GSE D • e p SILICONE GE 1200 i RNING 80 z DOW CORNING SW • • • eF� D ; COMMD898 DOW CORNING 995 M i M E3 II II • e • 1 jl j! •Lee•• j. I• jl ji e • •o • 0 • •••• ••• • • • -&WTYPE ,C, GLASS TYPE 'D' ••• •• • • *ne;ALL LAM. GLASS (L.M.I. & S.M.I.} ?/IS- ovEwuL LAM. GLASS • •e• • •• • • ' GLASS ' STREN'D GLASS ss•• PVB INTERLAYER PVB INTERLAYER 3/6' AIR SPAEVA COMPOSITE BY 'SOLUM' 3/e" AIR SPAVA COMPOSITE BY 'SOLUM' PVB INTERLAYER PVB INTERLAYER 3/16' HEAT STREN'D GLASSX IIID BY 'SOLUM' 3/18' HEAT STREN'D GLASS% tlIG BY 'SOLUTIA' SOP INTERLAYER SOP INTERLAYER UPOM' UPONT'3/16' HEAT STREND GLASS J�A J�N—A 3/16' HEAT STREN'O GLASS kill SILICONE of 1200GE -DOW SILICONE GE CORNING W9 o01Y1 CORNING 899 DOW CORNING 995/ DOW CORNING 995 M GIASS TYPE 'ClSSS TYPE 'D!' 1" OVERALL MULL LAM. GLASS(L.M.I. ONLY) 1" OVERALL Imo" IAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. (a1+0 lz a a LLZd all a OE 120 DOW CORNING 899 'I I! DOW CORNING 998 DOW CORNING 899 DOW CORNING 998 •m i URI OPTIONVAT. •GLAZING DETAIL a m m GLASS WIPES 'Cl•: & 'Di' V �- For JAM AMAD PRODUCTRBVISBDCIVIL ll � FLA. FE 77 0892 aHhOtelilplfda Q AOCOPW= bb pxpkwm IImf5 sti A�13tip\'L BY Vd10 02 sheet 3 of 6 TYPICAL INSTALLATION DETAILS 1YPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2' MIN. CONCRETE AT HEAD, SILL OR JAMIE re - 3000 PSI MIN C-90 HOLLOW/FILLED BLACK AT JAMS fm - 2000 PSI MIN. u THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 3/4' MIN. INTO METAL STRUCTURE = 3/4' MIN. 3 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES UJSTAUATION DETAILS DIRECTLY INTO CONCRETE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS q� �{ Q FLANGE F ANGF TYPICAL E EI�v RS NG 1/4' Max' SHIMS FLANGE, Q a I` a 29Y WOOD BUCK FOR SPACING OR METAL fl G I'• • I it ES IF WOOD TYPICAL. ANCHORS 'v SFJ: EI.EV.Q FOR SPACING s M2 STRUCTURE ANCHORS g i i 0 di • • I • • /� \ i. • O I v. V, • © ,.D STYPICAL EE FOR SPACING (5 �F-+� • • ••• •El 1 \ C�21 LL ••• • •••• S2 O' MIN. ° •. �' • 1 i • TYEiCAI, A1tHORS II II M2 °a 9 • •°• • ••" I � SSE ELEY. ° • • • 18Y FOR SPACING E3 li i li li v \ • WOOD BUCK • • • • • • • • 6, E7 8 11r MAX ••• •••• • • SHIMS .. � "a EQU—L•••• EQUAL LEG EQUAL LEG <.v EQUAL LEG �h gggg�¢ B1 �� ii 29Y WOW SUCK Al �D STRUCrIraE . D M2 C1 METAL STRUCTURE8 �A M Be"' Es ii !I !i I M3 S2= I - TYPICAL ANCIIOIS SP FFR PAAC NG z z .. \ p• _ �p^ 13 I T hg; Fg; tg . vro.°. M3 S2 TYPICAL ANCHORSSIX ILEV. y FOR SPACING 'a D• '• A A Oi °'I yQyQ yqyq Dp(pp, yyyy D •p A \ O '° " .. • � ��aCHORS 18Y FOR SPACING E.i TYP IF �I ICAL AN L CHORS ii Ii SEE ELEV. WOOD BUCK FOR SPACING U tJ M C •.i o .- .• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • � o o MUST SUSTAIN LOADS NROSP BY GLAZING SYSTEM TYPICAL ANCHORS: SEE !a w. FOR SPACING 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CITs) AND TRANSFER THEM TQ:7N£.$UILDING STRUCTURE. c a m v o IIV DLA. TAPOON BY 'ITW (Fu -12o KSI, Fj_92 Km) INTO METAL STRUCTURES \o_ 1/4' DIA. ULTRACON BY 'ELCO' (FU -177 KSI, Fy-155 00 STEEL : 12 GAL MIN. (Fy a 36 KSI MIN.) DMr JAVAD % o INTO 26Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) ct�p. � PRODUCI'REVISED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,IFIACAN '. kSwmdwF lorms 0 3li787�2 1-3/8' MIN. PENETRATION INTO WOOD owwi gc6b iota 8 THRU 18Y BUCKS INTO CONIC. OR MASONRY #14 SMS OR SELF DRILLING $SREVdS (GRADE 2 CRs) iNo $ 1-1/4° MIN. EMBED MULLIONS CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MUONS (MIN. THK. - .080") Ey ;6 �Qt PrarTuat drawing no. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) w1a-az 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY sheat of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 111F� o INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION i WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DETAILS DIRECTLY INTO CONCRETE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS $ YLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCNORS 1/4' MAX. a .:• :' �! I,OR WOOD BUCK OR SPACING SHIMS METAL G C g . .. WooD TYPICAL ANCHORS ' o STRUCTURE 4 tam W B3 ! • M2 • • • • • .I i qg O SEE ELEV. ' < FOR SPACINGSEE EL ANCHORSz jy `C3 • S2 w t . " FOR SPACING j yp E2 O It 1 ••• I • •• - V - �_ 1 •ei � • •••• E2 w ____ 000 • ii Pe ►ems♦ >, i ^ •TYPICA6 !! !! A v • • • p MPCHO� !! !!M2' 1 • • •y1GGp 1BY • i • FOR SPACING 1 • • !I II 9 s, ' . � eL E3 • • • i i• e i i2 3/S" MIN. i i 1/4" MAX. BUCK HEIGHT 1/4" MAX• i• GAP WOOD STRUCTURE GAP NOT BY CGI 1/2" MU C2 1/2' MIN. � p � A 2 31W MIN. z Z � FIN FRAME Mz BACKBED CAULKING g — U. -S �. ��� _TYPICAL ANCHORS: SEE ELEv FOR SPACING91 i I `. -------' ,�B SMS (�E z cRs) •-_-_.:_: �_._. .-:.-•-:_: _-_:: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �y j� WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD : _-_ :_: _ _-•-'_: _•-_-• BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR o BEVELED WOODBUCKS IS PERMITTED. � I WRAP EXTERIOR zzz BUCK WIDTH BUCK WIDTH f ___- WAN-DADE COUNTY C�= __=______ - =- -- I I MIAMI-DADE COUNTY APPROVED Ij jI APPROVED MULLION & MULLION I I o< I 1 & MULLION ANCHORS IE SEPARATE NOA I •• m o 0 I� =I SEE SEPARATE NOA t i I L ------__------ - -- �� Frgn� JAYAD F"iDUCf RBV[SBD a 1„ •-'-'-'-'-: _-_-_.: .. _.._.._ j I ._._._._. tl _.._.._.._.._.._.._. FIA PE / 7451!2 CAN. 'JBL 6a—PlY'IRH with N• FWft 11.1 ^ a •• II 1 IAccaptow t I _ I TYPICAL ANCHORS .Oade bb3i > 4ffie /� •y FOR ACING map dmWing no. IW10-02 #14 X I" SMS. I I sheat 5 of 8 • z=5 1.998 Al2 .868 .065 TYP. 1.336 0 • X06 • • 0.812 0 0000 • • • • • •• 1.498 0 • .998 • ,088 • • • • • TYP. 0000 1 • 0000 • LJ • FLUSH•FR&VFW FRAME• • • • • seem eve �•••• bee 09.0 • .•••0000 0 • .898 • • .... • . Q GLAZING BEAD (LAM. GLASS) .120 .996 7YP0. 1.000 .125 1.16a 'S40 0 E4 GLAZING BEAD (LATA. INSUL GLASS) GLAZING ANGLE (LAM. INSUL 1.1 .065 1.580 1.6110 J)50 1.396 Q NAIL FIN ADAPTER C ,.396 .180 .050 .085 O FLUSH FRAME COVER C 1.480 180 660 •050 FLANGE ADAPTOR .291 GBG 1.1X{1 SCREW COVER ITEM PART g QUANTCPY DESCR1PTWN MATO= MANF./�P>Jist/ El CW -tis -4/ WD% FLANGE FRAME - E2 CGI -116 4/ WOW. FLUSH FRAME/FIN FRAME 8083 -TO - E3 CGI -121 4/ WOW. OWING BEAD (LAM. GLASS) 8083-T8 - E4 CGI -123 4/ WOW. GLAZING 9W (LAAL INSUL. GLASS) 6083-18 - ES OW -110 4/ WWI. NAL FPI ADAPTOR 6063-78 - E8 001-109 4/ WWI. FRONT FLANGE ADAPTOR 8063 -TB - M1 CGI -382V AS REOD GLAZING sULB VINYL PVC OUROMETER 78-W SHORE A M2 001-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CGI -112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (t X 1/2 X 1/8' 8083-T8 - S2 ®10 X 1-1/4'12/ CORNiFR ASSEMILY SCREW PHL PH SMS I Si/ST - CIRCLgM WWDOWS JOINT RECT. OR SQUARE WINDOWS TYP, CORNER DETAILS .Firyy: JAVAO AI9JA0 cavo. FLA. PE , 071892 CAN. g aMM�� 9 2 0N M $M zz o:. a 1 drawing no. W10-02 MIAMI' MIAMI-DADS COUNTY, FLORII?A. Mf PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwtiv.miamidq#_eA ov/para! CGI Windows & Doors 10100 N.W. 25 Street Miami, TL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by. Miami-Dade County PRRA-Product Control Section to be used in Miami-Dade County and other areas_ where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets I through 11 of 11, dated 03/29/2010, with the latest revision `B", dated 10/10/11, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 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 crier 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 p6Ay8f *it entireNDA'%hall be provided to the user by the manufacturer or its distributors and shalNe avaAa4Nfor iWee-tion at the job site at the request of the Building Official. This NOA revises NOX Nas 1A5r11 A and'eonsists of this page 1, evidence pages E-I and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • ' ' N A No. 11-1031.04 j. • , ,r �5 •'" Expiration Date: September 22, 2015 �}- Approval Date: January 12, 2012 • :: ti's �.Z': Page 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMIWED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. Horix. Sliding Wdw. (S.M.L) (L.M.I y' sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: I ) 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test -Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510. 12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) -E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01A4/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance.l o. 08--0520.08 issued to Solutia Inc. for their "Vanceva Coal a;S44 f� 10 i>�ation of glass" dated 7/17!2008, expirin on 12/11/2013. . .. . . . .. .. • . GG 090 Go a 0 0 00 • • • • • • • 6 alme D. Gasco , P. E. • • Product Control Section Supervisor ... . . .. .. • • • • . ..NOA No. 11-1031.04 . .. .. . . . . . • •.. Expiration Date: September 22, 2015 Approval Date: January 12, 2012 ... .. ... E-1 . . . . . . . . . . .... . . . . . .:0 . . . .. .• . . . ... . . •• .. . CGI Windows & Doors .�. - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated May 05, 2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 3. Laboratory compliance letter for Test Report No. HT"080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. 9 Jaime Q1—). Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 i.I•W •• • FALSE M*M • ••:SURFACE) B' • rpr • • K• ml� .. II • n II II 32 7 B' 32 7/0' L '' J I VAT ANCHORSO.L OPG. CENTER OF LUES & MT'G. STILES AT HEAO/SLLL ••�•�� SEE ROTE (�) ON SHEE! 2 • VENTsV H • • • FIINGE & FLANGE ADAPTOR AtufF LIIUN iYXI!l EQUAL LEG FRAME SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—RADE COUNTY APPROVED WINDOWS USING MIAMI—RADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCIIY HURRICANE ZONE (HVHZ). WOOD BUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS 140T SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERWS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. nuc f RL+V� Av ��T �B�PbGieuaor7da =Qjj�jq LAMINATED GLASS o m s o INSULATING LAM. GLASS a SMALL MISSILE, .IMPACT o < m LARGE MIS¢ILC ,.IVPaC>' ` 0 drawing no. Alf 012 W10-18 DESIGN LOAD CAPACITY - PSF (%0% SIZES) FLANGfi DIMS. 11=0 LOAD CAPACITY - PSF (XO OR 0% Svm) I um TTP® 'A'&'At' WM< MW '8'&W WIDTH FLANGS DIMS. I DUCK DIAM. GIA98 TEPE4 1eAL'i MAHS TYM °3'&'61' WIDTH HEIGHT I WIDTH HEIGHT EXL(+) INT.(-) EXT.(+) w.(-) 28-1/2° 37' 83-1/8' 74' 26. 125-1/2' 38" 82-1/8' 73" 25" 63.0 88A 80.0 00.0 85.0 65A 80.0 90.0 85.0 65.0 smo 90.0 654 BSA 8D.0 904 28-1/2° ..37. 53-1/8° 74' 38-3[8"- -- --- • 28-1/2' 31 82-1/8" • j13"BSA 37-3/8' 65.0 0&0 80.0 90.0 83.0 Mo 80.0 00.0 88.0 65.0 80.0 90.0 8.5.0 80.0 904 28-L1/2° • `'' 53.1/8_..- ° ,sw• 51-5/8" - -- •• 25-1/2' 36" 5221/8" •• iT' 494/•0• �•fito • 88.0 65.0 80.0 904 61.0 634 80.0 so4 85.0 80.0 904 w 65.0 80.0 804 26-1/2' 37° 9sal • 13.52••1/8° • • • 23-1/2 38" • �° t• t �•• • • • 4 65.0 80.0 904 884 884 80.0 804 0 BSA 60.0 904 ..M2 602 74.3 74.3 74' 83" 73" I 62° - 80.0 90.0 DESIGN LOAD CAPACITY - PSF (%0% SIZES) FLANGfi DIMS. I BUCK DEM. I um TTP® 'A'&'At' WM< MW '8'&W WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) 74' 106-1/4° 111" 28° 73' 105-1/4' 110° 28° 8&0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 108-1/4" 111" 38-3/8" 73" 108-1/4° 110' 37-3/e' 68.0 634 80.0 90.0 BBA 65.0 80.0 90.0 s&0 68.0 80.0 904 74' los-1/4' Ill' w -B/8' 73' los-1/$ 110' 49-8/8° G&O 85.0 80.0 90.0 s&0 83.0 80.0 80.0 B&D $5.0 80.0 80.0 74' 108-1/4" ill' Sr 73° 105-1/4" 110° Sr 8&0 650 80.0 90.0 !1.!81.6 76.2 78.2 80.0 60.0 76.4 78.4 106-1/4" 111° By 105-1/4' 110' - - 604 80.0 - 80.0 90.0 • • • • • • • • *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MTO. STILE ENm •. • ..• •% G • • rp OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR Ox' xOx' Jr TIP. MM DSAS jr TYP. BUCK DRAS FLANGE FRAME EOUAL LEG FRAME FLANGE DIM !s�, STD, MAG. RAIL LIMIT MAX. LOAD TO 165.0 PSF E4 DESIGN LOAD CAPACITY - PSF (%O% SIZES) FLAN= DINS. BUCK DDIS. c1/31n cv�» cv,�n WWH HEIGHT EM.(+) OU:(-) EXTt+) INT(-) � 26° a OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR Ox' xOx' Jr TIP. MM DSAS jr TYP. BUCK DRAS FLANGE FRAME EOUAL LEG FRAME FLANGE DIM !s�, STD, MAG. RAIL LIMIT MAX. LOAD TO 165.0 PSF E4 DESIGN LOAD CAPACITY - PSF (%O% SIZES) FLAN= DINS. BUCK DDIS. GLM WM 'A'&'AL' OtAfB TTP!?8 'B'&'BL' WIDTH HEIGHT WWH HEIGHT EM.(+) OU:(-) EXTt+) INT(-) 74' tOO-1/4° 111' 26° 73" 105-1/4" 110" 28• 0&0 65.0 80.0 90.0 es.0 68.0 BO.o 90.0 65.0 65.0 80.0 90.0 74' 108-1/4" 111' 3s-3/8' 73" 105-1/4° 110 37-3/8' 63.0 65.0 80.0 90.0 65A 8&0 80.0 90.0 8&0 G&O 80.0 904 74' 80--3 8° 73' 49-5/8" 65.0 05.0 80.0 90.0 74' 63' 73" 1 62' 1 63.0 85.0 804 90.0 BUCK MUS raELANNQEADAETOR FRAMFLNGE DORS H.D. MTG. RAIL: UMIT MAX. LOAD TO +80.0 -90.0 PSF (1/ (1/4W) a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ,xOx, C4 J M F59geJ M Zzu� O. � EH �g<m FLANGE & FLANGE ADAPTO :FRS ``IE ' EQUAL LEG FRAME Ems: 4AVAD cm .N 'FLA. �N: spa' .. NOTE:1 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OO-04 (3 SEC. GUSTS) drawing no. AND BUILDING DECLARATOIRY STATEMENT DA COMMISSION DEC-219 2012 W 1 O-18 eh�2 of 11 .•T••. i 0:40 0 0 • (1/ • HA OPERATA&O&TS TO BE 1/2 OF THE WINDOW WIDTH • 'xo OR ox' Es STD, MTG. RAH LIMIT MAX. LOAD TO ±65.0 PSF E4 D=GN LOAD CAPACITY - PSF (XOX SIZES) DEEGN LOAD CAPACETY - PSP (XO OR OX SIZE) BUCK DIM. BUCK DIMS. TTP® 'A'&'Al' OW TYM 'B'&'BP WIDTH t -W -.(+) MT(-) 170.(+) I IM.(-) 28-1/2° M. 32-1/8" 73' 25'65.065.0 65.0 88.0 80.0 1 80.0- 8D.0 80.0 684 65.0 W.0 80.0 654 65.0 80.0 80.0 25-1/2' 38•37-3/8' 52-1/8" 73° 80.0 65.0 65.0 8" 80.0 63.0 68.0 80.0 80.0 68.0 86.0 80.0 80.0 WA 65.0 BOA 80.0 25-1/71 • S • 82-1/8° • • 49-5/B' • • BBA 689 80A 80.0 4 &D 80.0 80.0 69A 155.0 80.0 1 80.0 0 IPA 80.0 804 25-1/2' 36t0 52-1/8'80.0 • ,/ • • %sip .• 80.0 80.0 88.0 80A 80A elL1f • �i.0 804 80.0 • .2 BOA 80.0 • (1/ • HA OPERATA&O&TS TO BE 1/2 OF THE WINDOW WIDTH • 'xo OR ox' Es STD, MTG. RAH LIMIT MAX. LOAD TO ±65.0 PSF E4 D=GN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIM. GIM WIM 'XVAl' I MAN TY768 'B'&'Bf WIDTH I HEIGHT EXT.(+) 80.(-) I EXT.(+) INT.(-) 73" 108-1/4' 110• 25• Bf.O 68.0 80.0 BOA 88.0 88A 80.0 80.0 65.0 654 80.0 8D.0 73• 105-1/$ 110° 37-3/8• 65.0 664 80.0 80.0 86.0 89A 80.0 60.0 65.0 86.0 80.0 80.0 73• 108-1/4' 110' 49-5/8'86.0 65.0 854 80.0 80.0 88A l�.0 80.0 86.0 86.0 i,.0 80.0 73' 108-1/4' 11W BY 65.0 88.0 80.0 60.0 81.8 81.8 80.0 804 80.0 BDA 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' BUCK DBMS FIN FRAME FI D. MTG.RAIL:- LIMIT n1L-LIMIT MAX. (AAD TO *80.0 PSF DK%GN LOAD CAPACITY - PSF (I/3W) WSW) 0/my) HTTCR DIETS. %= 7'YP69 'A'&'Al' O!&8B TYM '8'&'Bl' WIDTH HEIGHT EtCr.(+) INT(-) EXT(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' BUCK DBMS FIN FRAME FI D. MTG.RAIL:- LIMIT n1L-LIMIT MAX. (AAD TO *80.0 PSF DK%GN LOAD CAPACITY - PSF (XOX SEZES) HTTCR DIETS. %= 7'YP69 'A'&'Al' O!&8B TYM '8'&'Bl' WIDTH HEIGHT EtCr.(+) INT(-) EXT(+) INT.(-) 73' 65.0 85.0 80.0 80.0 105-1/4• 25" 85.0 t10.0 80.0 80.0 110° 88.0 65.0 50.0 80.0 73' 85.0 65.0 80.0 80.0 105-t/4• 37-3/8' 65.0 85.0 no 80.0 110" 65.0 86.0 50.0 80.0 73' 49-5ll MOO 604 80.0 60.0 7s• 82° 88.0 85.0 80.0 W.0 (1/4W) (1/ (1/4')a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' PRODUCT REVESF.D 118 c=pt7NEwD6 Bm Florida 21Vo 11-11331.OV P. FIN FRAME ` ; o i.., GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 4AXdrawing no. 1s-• w10-18 0 �3 c 1/8" ANN. GLASS 1/8' HFJLT S1 'D GLASS f5 a .075' PV8 INTERLAYER .078• PVB INTERLAYER 4 VANCEVA COMPO= BY 'SOUIW VANCEVA COLGIOSHE BY 'SOLUTW' O OR OR �fuj .080" PVB INTERLAYER 080" PVB INTERLAYER O SAPLEX MG BY 'SDL.UTIA' OSAFl.Df Iki BY 'SOLUTLA' h .080" SGP INTERLAYER Mi0" SOP INTflLAYER ` • • • • BY `DITPONT° BY ._WGNi' O' a a • • • • • • 1XIIANN. CLASS 1/8" HEAT STREMD GLASS OQ • • • • • SIUCONE zj • Gro 1200, SILICONE • • a • DW CORNING 899 CORNING 899 �'P CO DO silo 1 iV • M1 • iW CORNING 995 iV M7 DOTE CORNING 998 \ \ • • • $}y� • • •• ES a D •• • • 0000•• GLASS TYP A' E $GGiNi! GiASS TYPE 'B' � • • • • • • ! 8/18' NMUNAL LAM. GLASS • 006 • •• 8/18" NOMINAL LAM. MASS ••• 0000 • • yN r o • • • • 1/8• ANN, GLASS 1/8• HEAT STREN'D GLASS .075" PYB INTERLAYER 'SOUITW 078" PVH INTERLAYER Lz 2� 1/4" AIR SPACE VANCEVA COMPOSITE BY 1/4' AIR SPACE VANCEVA COMPOWE 8Y 'SOIUW OR �0' PVB INTERLAYER 'SOLUTIA' OR .090" PVS INTERLAYER 'SOIIfw V Q 1/8" ANN. CLASS � LIG BY 1/8• HEAT STREN'D GLASS SA m NLG BY .080• SGP INTERLAYER .090" OR SOP INTERLAYER BY 'DUPONY BY 'OUPONT' 1/8" ANN. GLASS 1/8• WFAT SfREN'D GLASS C.I SILICONE SILICONE GE 1200 GOW I DDOIN CORNING 895 2! j� $ CORNING 995 Ifp(d C D iv bt iv bt \LTi AcceLatevm Na ( -1051.0 c ir o� b7 M7 GLASS TYPE 'Al' GLASS HYPE 'BS' ,s 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL LAM. GLASS Enprs *NAD AWAD a NOTE: 1 1 L IN ORDER TO QUALIFY FOR SMALL I7MIOR PLY OF GLASS TYPES 'Al' MISSILE IMPACT RATING & 'B1' MUST BE TEMPERED. drawing m W10_18 sheet 4 of i 1 7TiT WOOD BUCK 0 4e FOR SPACWO , a • iI 1 I t• • • • ••• • 1m • •••• • 0 ANCHORS V. cwo e A4 TYAM ANOHORS • G .1 S 8 I < TYPICAL ANq SEE m". 4• • e • SEE ELEV. FOR SPACING FOR SPACNC FLANGE & FLANGE ADAPTOR FRAME I�y :I 2-3/8' MIN. WHEN USED THE MTN. WOOD BUCK DEPTH SHALL BE 276'. THE USE OF DEEM OR BEVELED WOODBUOKS 6 PERMUTED. �C Q 3 IMM &DE COUNTY APPROVED I SEE �hRATME ANCHORS i Q a I -� I - � MAX FOR �4 ftu ® o aQ' F ,/2° TYP. o •• p� 9 o � � • • 5gg F- . `• � • �s oarrowa. O ti' OW — goo o •08. :: . ,BY •••••• m 6z� rt - •WOOD '00 BUCKS • • • 4 ' •••• XOX LAYOU00T •• .•• .::::o MIAMI—RADE COUP •••,. ••i••• APPROVED .. .... B�K WIG" • •000 • • *000 ,/a' MAX. SHIM TYPICAL ANCHORS ELEV.FOR SP� 0 EXTERIOR O 0 — — SCREENS OPTIONAL E9 Es NO LAYOUT tvPICAI. � FLANGE t/a" WX IS7 2 WOOD WDOD OALTERNATE OCK TO LOCK stunts OTYPICAL ANCHORS SEE ELEV. v.o FOR SPACING r ' ii n o EXTERIOR ; WOOD BUCKS , D.L. OPG. • • •° ti c FLANGE ADAPTOR FRAME �4 ftu FLANGE ADAPTOR FRAME F ,/2° TYP. o p� 9 o � � 5gg F- E3 O ti' OW �QQ�11 M m 6z� rt - WIN INTALLATION DETAILS SHOWN ON PAGES 5 °' E ASVD' � APPLY -TO. BOTH FLANGE FRAME AND FLANg-,MAP7QR FRAMES. OdK PRODUCrREYIm ='%WIM the Worida t A�reacerw IS—to�1�x( � �S y's drawing no. 4 W10-18 sheet 6 of 11 TYPICAL ANCHORS e•v'O- .o. � '� •9 . >• • y ^. d• iii es. Tom, TYPICAL A WORS .. . SEE E1£V. ° aQ 1 w000 BiXXC FOR SPACING . 2 31W LGN. '0 I 2-38� WF�N USED THE MIN. WDOD IUDiC a L N r.'•1 ftoDUCCREVISRD a P .��P(Vleg wn the 14.16 •� ' .3JDkRD COQ �d'440 � drawing no. EQUAL LEG FRAME fir---- ---- ---- ----'17 'I MIAMI -RADE COMM APPROVED I' 1 I MULLION h MUWON ANCHORS 1 t SEE SEPARATE NOA Z ISEE ' ! 'I' ------� 8 CC� n °o TfACAL ANCHORS ELEV. FOR SPACING KCAL ANCHORS V. FOR SPACING g o a dr y 3 u. Z EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES Q WITHOUT THE NEED OF A WOOD BUCK. 2 31W LGN. '0 I 2-38� WF�N USED THE MIN. WDOD IUDiC a L N r.'•1 ftoDUCCREVISRD a P .��P(Vleg wn the 14.16 •� ' .3JDkRD COQ �d'440 � drawing no. ILLUSTNATNE DTLS. ONLY TMCAL MCI EXi. OR INT. FINISHES SEE M", NOT BY CGI FOR SPACPlG t HOUSE WRAP NOT BY CGI • •••• o O B2 HOUSE WRAP NOT BY CGI ANCHORS V. CING '11 1 WOOD STRUCRIRE 1/4° MAX NOT BY Cm \ GAP 1/2. MOL - TYPICAL ANCHORS: sm am. FOR SPACING SMS (GRADE 2 CRS) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD O FIN FRAME �4■V 0 fY Q $� n 1n 1/4° MAX O 4 GAP N MIN. aAv arllMa' PWDUCPtiMSM o •` i aez `•mss •uu are Mlalft k drawtm� no. W10-18 ,tAid 18 2012 • • • • • • • • t( E"g Opo MAD FIA. PE 7.682. 1, GKIP PRODIJCfRBY1f3BD 06-18 Wm the t de �, i i-Toa oy �4� # O U 1TEM PAST � QDANTlT1C D]ffiCRIPTlON TdATBNAt. MANF./BUPNLIBB/R6MARXS E7 CO1-100 - FRAME JAMB ®FIXED GLASS 8063-TB CGI EXTRUDER EZ CGI-113 FRAME SILL 8083-TB � EX(RUOER ES CG1-102 - FRAME HEAD 6083-76 fXii EXTRUDER Z O h�1 Q �l ag [L4 ZZZ -g5g5 V WE E4 Ci-103 - MEET7Nti RAMI. 8083-78 CTA EXTRUDER E8 CGI-104 LOCK RAIL 8083-T8 C8I EXTRUDER EB �-iQ8 - HANDLE BAB. 8083-T8 C61 EMRUDER E7 CIx-108 - SASH RAIL. 6083-TB COI E)TIRTAIER E7! CGI-1D7� • - - 8/78` GLAZING BEAD 8083-75 CGI EX1TiWER- GB• • • • a7OO` GLAZING BEAD 8083-75 Cf� EXTRUDER-: •Li0 CGI-109 • • • FRONT FLANGE ADAPTOR 8083-T8 COI EXTRUDER 7 - �- FTN ADAPTOR 6O83-TB CGI EXTRUDER •Li2 (.'Ci, •13S • • TF FRAME JAMB ®FIXED CLASS 8083-T6 Cd EXTRUDER Eta Cp- • TF FTLAME HEAD 8083-TB CGI EXTRUDER E14 CTA-139 - 1F FRAME JAMB gpg3-TB CGI EXTRUDER 8 1° YNN7TN 8W3-78 CGI EXTRUDER •)3►B CGI�•141 • • • • • • 2b" MULLION 8063-Te CGI EXTRUDER 7 SCREEN (BANE 8083-18 C61 EXTRUDER E78 ON-914 • • S81 SNAP W 8083-TB CO1 EXTRUDER O �N r NM z _0-c% C,2 8 CCI-1 -wwww SILL FILLER 8083-Te CM EXTRUDER E•D CO1-t•8 000000 FRAME JAMB 8083-T6 Cd EXTRUDER 1 -117 - HD LOCK RAIL gp63_T8 � EXTRUDER E22 C�I-1i8 TF FRAME SILL �&i-TB CGI EXTRUDER E23 -1 FRONT FLAt1OE ADAPTOR 8083-TB CGI EXTRUDER M1 GLAZING BULB VINYL (gll>ZOMETER 78-� SHORE !) PVC - M2 CO1-111 SCREW COYER (OPTIONAL) P1H: _ M3 Cp-112 3-0 ANCHORS EQUAL LEO COVER/SHIM pyC _ µ4 - 0.700" X 0.040` BEAD GE12O0 SILICONE SILICONE BE MB - 0.700• x ao4a• BEAD Dow 99s SILICONE �, MB - 0.7O0° x 0J040° BEAD Dover 899 y�Cp� WyT � - 2/ LITE SETTING BLOCK Fppid _ � - - PRorECTo WRAP WATERPROOFING OR EWn. - - µ8 884 - ROLLER TRACK pyC - M10 Cif-128 2 PER SASH ROLLER HOUSING NYLON _ MIT w23201 NC - PILE WITH CENTER FIN WOOL tATRAFAB � EQUIV. C� �$ C O o _ �d a m M12 COI-728 1 PER SASH EGRESS LOCK AI,LM, SULLIVAN M13 CGt-13} 2 PER SASH HANDLE RAD. END CAP NYLON M&M M14 391-N 7 PER SASH ANRLffT BLOCK NYLON Mdd: MIS - OPTIONAL RETICULATED FOAµ 30 PPI 418 CGI-f34 - JAMB SPACER PIC PROTOTYPE OR EQUIV. M17 A30730401 -32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M78 CGh132 2PER WD. 2` SASH SLOP PVC PROTOTYPE µi8 OGI-171 tG FR. HEAD SCREW COVER PVC PROTOTYPE µ2O CGI-12S 2PER SASH SASH CAM (B/T BALANCE) NYLON Mgµ µZ2 - YAPoTS HI-FW WEEP COVERS PVC AT1F58URY OR EQUN S2 - 2 OR 3 PER CORNER 0 70 X 1 1/4` La PHL PN. 9M3. ST/Sr. ASSEMBLY SCREY! - _ S3 - 1 1/4" EMBED. Q 8 X 1 7/2° L0. P1il. PH. SMS. FIN ANCHOR SCREW S4 4 PER WD. # 8 X 1/2" PH. SMS. Sr/ST BALANCE BRACKEF SCREW _ 0 1 S11G d U a s S8 2 PER WD. $ 6 X 1' LQ FH. SMS. ST/ST. SPIRAL. B. ASSEMBLY - - � - - B 8 X 1/2" La FR. SMS. ®CGI-733 g CAM LOCK - - SB - a ®M. RAIL 8 10 X a' LG. PHL PH. SMS. ST/ST. ASSEMBLY µFETING BAB. - - S8 - 2 PER ANRLIFT 8 10 X 8/8 drawing no. W10-98 sheet g of �� ` L0. PHL PH. SMS. ST/ST. /WTIUFT SCRER' 2440 2.440-2.113-.085 •4� .120 -� 1.018 �� .060 TP. .708 .080 M. 0 tp pp �1 rs 2.101 2aae L .095 ,.sDl TP. 1.801 .a5 1.341 TP. 1.220 1.007 a y348 L.OSO O 5/18' GLAZING BEAD O .700" GLAZING BEAD 1.398 • • • 0**: • E1 FLAV�N014 • • ,.iSS 1.015 • • • • HEAD • O FLUSH 1.158 1.018 -293 FRAME HEAD 7yp, 1.388 .745 E4 MEETING RAIL .449 Etl NAIL FIN ADAPTER I,�g 1.449- .18D -1.496-.050 1.413- .413 Q G d q • 1':5 ••••• 1.015 1.7a 088�H_ t• • • s 1.140 •• • • • • • • 000000 1.140- 1.140 TP. O FLUSH FRAME COVER O SCREW COVER Li • . 2284 12&5 Q •sw ••• • •• • 1.415 ,220 • ••• 4.43b ••• • •• 19P. • • • 3.930 .08.5 D80 TP 3.186 TP. 1.043 f • 3.�5 • • • • • • • • 2.885 O LOCK RAIL. SILL FILLER fo$l 2.440 -7-440- 440 2314 •850 AS4 N (11 30 1.ot5 oas IYP. FLANGE FLANGE FRAME SILL Q FLUSH FRAME SILL 1�Z0 FLANGE ADAPTOR l Z z � E! U 2737 2737 1.443 .485 �. .085 �. E21 ALT. LOCK RAIL 1.892 2,g� 2813 2,gpg 2.813 .085 TP 1.000 .991 .5M .991 2185 3.237 2.737 1.015 �yjj $ $ Et FLANGE FRAME JAMB (MOVING) O FLUSH FRAME JAMB (MOVING) (��' l_J 0 • 1.043 -<• .81 11 .811 O RAIL HANDLE a m 1.025 o - 2-5W 455 TP. 2505.065 TYP. PW JA PRODUCrREVWID Fta. PE rY urc [+torkls tC'K'8. � =0126 ° t.O1S 1.016 1.398 tit4Bptegeo lYo !, l`(05 � � � '� 1.m .500 draining no. 1.745 1.245 tots 2017 W 10-1 S 12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) tO SASH RAIL ehestia of�'i • • • • • . •. . . 0� • p o • . C .....• . .. . . ••••• • • • ••••• • • • • • • FRAME TOP CORNER ( 0 • a we • • •••••• • • • • • • • • • • • • VENT 31CORNERS 52 S w • • g `V� 4 N }}}NNN z z % � o ettoDU+CiREtl�>3� 6NroFtorhl• ewe o � 0 6 m O FRAME BOTTOM CORNER M,• �ninez g� � � d r)A FIXED MM. RAIL CORNER 10-18 sheet 11 of 11 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w%vw. mCamidade.gov/ecorlOmy CGI Windows & Doors 10100 NW 25 Street Miami, Fl, 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miaml-Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 'Series 238" Aluminum Project -Out Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series -238 Alum. Project Out Window", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 01/21/99 with revision "G" dated 07/31/13, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal 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 LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. 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. REVISION 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. INSPECT' LTi I copy ®ta his enure NOA shall be provided to the user by the manufacturer or its distributors � slti begvjil*ab�+r 1a1pection at the job site at the request of the Building Official. This NOA Mne*§WON Mt. 12-M1*05 and consists of this page 1 and evidence pages E-1, E-2 and E--3, as well as approval document mentioned above. The subtoitted decutneniation was reviewed by Jaime D. Gascon, P. E. soil 0 NOA No. 13-0606.05 E'o co •' ' • ° Expiration Date: October 3i 2018 NEW f !� P Approval Date: August 15, 2013 ••• • • . • •,►. • . Page 1 • •• •• • • • •• •• CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1010.03) 2. Drawing No. W99-04, titled "Series 238 Alum. Project -Out Window", sheets 01, 01.1, 02, 03, 04, 05, 05.1, 06 and 07 of 09, dated 01/21/99 with revision "G" dated 07/31/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "B A" hinged window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080-0301-07 and Err"080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94, along with marked -up drawings and installation diagram of an aluminum project out window, prepared by Hurricane Engineering & Testing, Inc. Reports No.'s HETI-08-2143, HETI-08-2144, HETI-074298 and 11]ETI-074287, - dated 06/27/08 and 07/17/08, all signed and sealed by Candida F. Font, P.E. (Submitted under previous NOA No. 08-1010.03) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 4) Forced Entry Test, Type "B -A" hinged window, Grade 10, per SFBC 2411 3.2.1, PA 202-94, per ASTM F 588-94 and per AAMA 1302.5-76 Test "N'3.1.1 through 3.1.3 Test "C" along with marked up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-1.055 and FTL-1019, dated 10/18/94, signed and sealed by ..YSO1i l ry4rp i, i • F6• . .. (Su...f1!dMdJr Pr1vious NOA No. 96--0717.04) . .... . as as: Jaime D. Gascon, P' • • • • Product Control Section Supervisor •NOA No.134606.05 . . . . . . . . . . . . . . .. . . . . . • 000 • Expiration Date: October 31, 2018 Approval Date: August 15, 2013 ... . . . ... E-1 . . . . V: . . . . . .. .. . . . . .. .. ... . . ... . . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmurD) 4. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94, along with marked—up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-00804303 96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA's No.'s 96-0717.04 and 99-0329.42) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al—Farooq Corporation, dated 02/01/12, signed and sealed by Javad Ahmad, P. E. (Submitted tinder previous NOA No. 12-0214.45) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by Al Farooq Corporation, dated 05/06/13, signed and sealed by Javad Ahmad, P. E. 1. Laboratory compliance letters for Test Reports No.'s HTL-00809301-07 and HTG-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and sealed by Vinu J. Abraham, P. E. ..(S i mp ed under prey sous NOA No. 48--10.10.43) as ••• •• • • • •• — Jaime D. Gascon;P. E. ••. • Product Control Section Supervisor •: : . : : : . • : : NOA No. 13-0606.05 • : • •. • :.. '. • Expiration Date: October 31, 2018 Approval Date: August 15, 2013 ... . . . . ... . . E-2 • •• •• • • • •• •• ••• • • • ••• • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Reports No.'s HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETI-07-4287, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.03) 3. Laboratory compliance letters for Test Reports No.'s FT1-1055 and FTL--1019, issued by Fenestration Testing Laboratory, Inc., dated 10/18/94, signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-0717.04) 4. Laboratory compliance letters for Test Reports No.'s HTL -0080-0303 96 and HTL- 0080--1107 98, issued by Hurricane Test Laboratory, Inc., dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA Is No.'s 96--0717.04 and 99-0329.02) G. OTHERS 1. Notice of Acceptance No. 12-0214.05, issued to COI Windows & Doors for their "Series 238 Aluminum Project—Out Window -- L.M.I.", approved on 05/03/12 and expiring on 10/31/13. ....... . .. .. .... • • . . ......... . .. ... .. . .... • ••. ••• • • • ... . • . . • . . . . . . . . . . . • . . .. •• . • . . • ••. • • • • ••• • • E-3 . • . • • • • • • • • •• •• • • • •• •• Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0606.05 Expiration Date: October 31, 2018 Approval Date: August 15, 2013 '-. li EXTERIOR u,T;il.qffqim53 USE CHARTS AS FOLLOWS. 'STEP T DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLUI. HEIGHT. WAND ZONE USING APPLICABLE ASCE 7 STANDARD. • • • • • O STEP_3 USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. EP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON • SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. .... . . ...... .... .. .... • • • —ii" iii • •• ••• • •••• • li EXTERIOR u,T;il.qffqim53 MWDM MULTI POINT LOCK BY YRUTW ALT. TO CAM LOCKS MAIL 42• 1 z 83' 3 84' 4 NOTES: THIS PRODUCT HAS BEEN DESTONED AND TESTED TO COMPLY WITH THE REQUIREMINTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION NCMASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAH MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. PRODUCT RDtdRBtvBD as cau1IY�S •i4m Dt0 PiarWu B=�J � 7-06 35 �J..L�-3�1I2voc2�8 wond..9idud FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.OA THESE WHOM ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. A 7- z a h 01 0462 12 a CAM N E.9r FLA. PC C.A.N. 2 a drawing no. W99-04 4AU62013, , USE CHARTS AS FOLLOWS. 'STEP T DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLUI. HEIGHT. WAND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE/TYPE. STEP_3 USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. EP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MWDM MULTI POINT LOCK BY YRUTW ALT. TO CAM LOCKS MAIL 42• 1 z 83' 3 84' 4 NOTES: THIS PRODUCT HAS BEEN DESTONED AND TESTED TO COMPLY WITH THE REQUIREMINTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION NCMASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAH MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. PRODUCT RDtdRBtvBD as cau1IY�S •i4m Dt0 PiarWu B=�J � 7-06 35 �J..L�-3�1I2voc2�8 wond..9idud FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.OA THESE WHOM ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. A 7- z a h 01 0462 12 a CAM N E.9r FLA. PC C.A.N. 2 a drawing no. W99-04 4AU62013, , EXTERIOR M= MUM DINT LOCK rt 'nm' CT. M CAM LOCKS MAX.DTH WOW. LOCK Pouvrs vn a2" 1 2 63" 3 ti4" 4 PRODIJCFRHNRLVBD mcomPl3'blgrd6tH6aFimt�da.,� ,,....,,// dirg Codd Areetdonw tdo nl>ato By i Deda Product Co 10" OR ,i SEE SHEET 6 SURFACE APPLIED FOR CAPACITY [FALSE KUNTINS OPTIONAL TYPICAL ELEVATION (EOUAL LEG FRAME) CIVIL FIA PE 8 706112 CAN. X938 AUG 3 LIT! drowing no. W99-04 VEW WIDTH WW -1 1/2" D.L OPO. vnv-0 1/2- 6" MAIL TYP. CORNERS 14 1/2" M= MUM DINT LOCK rt 'nm' CT. M CAM LOCKS MAX.DTH WOW. LOCK Pouvrs vn a2" 1 2 63" 3 ti4" 4 PRODIJCFRHNRLVBD mcomPl3'blgrd6tH6aFimt�da.,� ,,....,,// dirg Codd Areetdonw tdo nl>ato By i Deda Product Co 10" OR ,i SEE SHEET 6 SURFACE APPLIED FOR CAPACITY [FALSE KUNTINS OPTIONAL TYPICAL ELEVATION (EOUAL LEG FRAME) CIVIL FIA PE 8 706112 CAN. X938 AUG 3 LIT! drowing no. W99-04 2 S/8' CORNER KEY .080 THICK ST. STEEL CORNER KEY I FLANGE FRAME 2 THICK ALUMINUM EQUAL LEG FRAME ITEMQUANTITY UXSCRIPTTOIZ MATERAAi. MANP./BOPPIJ64i/RRHARR8 1 4 00 80&T -TB INOALEX OR IRIUIV. IA CM -0-3-97 4 EQUAL EEG FRAME 8083 -TB INDALFX OR EOUN. 2 • VENT (8/18" LAM. MASS) 0083 -TB INOALEX OR EQUIV. 28 4 VENT (INSUL LAIL GLASS) 8O3 -TB INOAIEX OR EGUN. • 0000 • VEIN (7/1(' LAN. CLASS) 8083 -TB WDALEX OR EQUN. 3 of so CCM GLAZING BEAD 8083 -TS •.• • • • •.• 000000 8083 -TB INDALEX OR EGWV. 4 • •00 0 •• se.. 9 8 • • . • • 0000 Dose •• •De SCHLEGEL APTUS • D D • • • TENT SCHLEGEL Q-L.OK 8 35-10••00-101 2/ VENT CORNED .• D.. D. ••.•.. 2/ VENT FACE 16WRTT LOCK STEEL TRUTH, ATTACHED W1 (2) 18 X 318' SMS 9A - • •0• • •• MLB.TI POINT I= f0 - 2/ VENT .110 THICK I= KEEL M AT FRAME JAMB FACING LOCK ALL MUS AND WJ% CORNERS TS BE COI, ATraGHEo W/ (2) 110 X 3/B• SS SMS 11 - SEALW WITV "ULPRUF OR EOLAV. 2 S/8' CORNER KEY .080 THICK ST. STEEL CORNER KEY I FLANGE FRAME 2 THICK ALUMINUM EQUAL LEG FRAME ITEMQUANTITY UXSCRIPTTOIZ MATERAAi. MANP./BOPPIJ64i/RRHARR8 1 4 FLAMM FRAME 80&T -TB INOALEX OR IRIUIV. IA CM -0-3-97 4 EQUAL EEG FRAME 8083 -TB INDALFX OR EOUN. 2 4 VENT (8/18" LAM. MASS) 0083 -TB INOALEX OR EQUIV. 28 4 VENT (INSUL LAIL GLASS) 8O3 -TB INOAIEX OR EGUN. 2C 4 VEIN (7/1(' LAN. CLASS) 8083 -TB WDALEX OR EQUN. 3 4 CCM GLAZING BEAD 8083 -TS INOALEX OR FAUN. 3A 4 SQUARE GLAZING BEAD 8083 -TB INDALEX OR EGWV. 4 4 .080 THICK CORNER KEY ALUMINUM - 9 8 480 THICK CORNER KEY ST. STEEL. - 8 AP -428 AS REOD. FRAME WEATHER,STMFFtNO SCHLEGEL APTUS 7 02tm X180 AS REDO. VENT SCHLEGEL Q-L.OK 8 35-10••00-101 2/ VENT 4 BAR HINGE. AT JAMBS STEEL TRUTH, ATTACHW 191 (8) /8 X 318' SS SNS 9 24-13-00- 2/ VENT FACE 16WRTT LOCK STEEL TRUTH, ATTACHED W1 (2) 18 X 318' SMS 9A - 2/ VENT MLB.TI POINT I= f0 - 2/ VENT .110 THICK I= KEEL M AT FRAME JAMB FACING LOCK STL1:1. COI, ATraGHEo W/ (2) 110 X 3/B• SS SMS 11 - 2/ CORMS FWJAE AND VLIJT ASSEMBLY SCREWS 110 X 1-1/4' SS SMS PRODUCrRRNMD as cau vilftwith Lha 1aa11da D1dldinR Cato A M_00 aMtmwe NO DAJ 3- 2 3 T,M., Daft Prodwteon to I .090 TV. z 1.879 � Q f� a 1822 VENT (5/18° IAM. GLASS) 0 L757 a 490TYP. �����n 1075 yyy! 1�- L .7E0 O L43H � z z IbE4----� � e� VENT (INSUL IAM. GLASS) 0 A -1.757- 490 .7x7 490 TYP.CIL a) 1.875 "� 'j�J t I �1 .7� 6 � N M r9 L438 r�i f3 3 N Z Z 1i W zO_ L34751 N U O VENT (7/18" LAM. GLASS) .784 .830 .617 CGI -375: OGEE GLAZING STOP $ .703 .808 b30 0 -0 L--- s L. .817 CGI -398: SQUARE GLAZING STOP L MD s O0 592 c drawing no. AUG 0 i 2613 w99-44 -3/16` HEAT STREN'0 GLASS 0.0 SaOex aeor and Color Moes Interlayer 8y Eastman ChamlcW Co. (MA) INTIERLAWM G78 Sotiox CP-Ssilex and Sollex HP Campostits Moes Intartoyar WIh PEI Cora 8y Eastman ChWWWI Co. (MA) 090 Word SerdryROas Intsrtoyer 8y EJ. Mtftd Ce Nemours & Co. Ina. 3.16' HEAT STREMO MASS SOUARE I .I O� I i t ALL GLASS �� iI I it n StLICANE 1 it II 1 17OL 995 I I ppL 8gg i I: 7/18" NOMINAL GLASS TYPE '8' • • P E VALUES RESISTANT WINDOWS 0000 NO SFAR1p� O • FUER TOWWS 8 WW 7 FOR WSUUAWH OEWIS 3/16• ANN. GLASS PERFORMANCE VALUES OF t�ALR RESISTANT WINpOlT3 no SKITTERS RFJQum REFER M SHEETS S 116x1 7 FOR 94STAt-OM DUAAS I/8" ANN. GLASS 080 Soltex pear arxi Color Gioae Mterbyer D GIA73S 7'YFE By E=rl Chamieol Co. (MA) GLASS TYPE ''8' .090 Soflax pear and Color Mose IrderloyarINTERLAYERS 07S Saflex CP-SOOex wW Shcex HP Compostite Glass f SYlND054 DA[S. By Eastman Chemteoi Co. (MA) GLASS TYPE '8' PEs Eur n Chemtaai Co. (NA) HEIGHI• EXT. (+) IWOfm• W* 4(+) INr. (-) EXT. (+) INT. (-) WIDTH 090 nth EXT. (+) INT. (-) OCT. (+) INT. (-) EXT. (+) 1M. (-) 1/8" AWL MASS HEIGHT jEXr. By EJ. Ool+oM Oe Namaura & Co. Ino. 00 00 24' SILICmm 3/16' ANN. MASS 7 • 0 eDOL 995 185.0 110.0 1954 DOL 899 U II SILICONE • • • • • •• • • • • • �'. 0E-1800 • • • • • I . LML 899 1104 1830 1104 5830 110.0 198.0 .. • • • • ...... 1 1930 ••• •� 110.0 1445 1104 1984 110.0 1954 01104 ISLIP 110.07 195.0 110.0 195.0 80.9 80.8 110.0 120.0 1104 120.0 104.2 tO4.2 1104 1954 1104 195.0 • 00000* NOMINAL 120.0 110.0 121.4 110.0 1954 1104 198.0 GLASS 1i • • • • SS TYPE '3' GLA 26' 38-3/8' 50-5J8° tir 74-1/4" 110.0 1930 110.0 195.0 110.0 iEiAL i • • • • 107.9 107.9 110.0 1954 t10.0 195.0 114.0 1375 1104 195.0 110.0 -3/16` HEAT STREN'0 GLASS 0.0 SaOex aeor and Color Moes Interlayer 8y Eastman ChamlcW Co. (MA) INTIERLAWM G78 Sotiox CP-Ssilex and Sollex HP Campostits Moes Intartoyar WIh PEI Cora 8y Eastman ChWWWI Co. (MA) 090 Word SerdryROas Intsrtoyer 8y EJ. Mtftd Ce Nemours & Co. Ina. 3.16' HEAT STREMO MASS SOUARE I .I O� I i t ALL GLASS �� iI I it n StLICANE 1 it II 1 17OL 995 I I ppL 8gg i I: 7/18" NOMINAL GLASS TYPE '8' • • P E VALUES RESISTANT WINDOWS 0000 NO SFAR1p� O • FUER TOWWS 8 WW 7 FOR WSUUAWH OEWIS PERFORMANCE VALUES OF t�ALR RESISTANT WINpOlT3 no SKITTERS RFJQum REFER M SHEETS S 116x1 7 FOR 94STAt-OM DUAAS PERFORMANCE VALUES OF IMPACT RESISTANT WINM714S NO SHATTERS REQUtltEO REFER To SHEETS 5 TIM 7 FOR WSTALATM GEIARS JINUM D GIA73S 7'YFE TYPE '8' GLASS TYPE ''8' WIN D07T DIIdB. GLASS RY!'B '2' OLA88 TYPE '0' GLASS TYPB '8' SYlND054 DA[S. GIA83 TYPE '8' 41.089 TY7'B 'S' GLASS TYPE '8' YADTH HEIGHI• EXT. (+) IWOfm• W* 4(+) INr. (-) EXT. (+) INT. (-) WIDTH HEIOHT EXT. (+) INT. (-) OCT. (+) INT. (-) EXT. (+) 1M. (-) WIDTH HEIGHT jEXr. (+) I INT. (-) OU. (+) 1NT. (-) EXT. (+) I TNT - M.•• 00 00 24' Z'!; !8' • 10' 3(00 %I; i I 48' 54' 80' 66' 72• 78' 84' I lo.0 7 185.0 110.0 1954 48' 54" 24' 28" 30' 36" 42" 48" 24" 28' 36" 36' 1ICA 121.4 110.0 195.0 110.0 1930 19-1J8' 28' 38-3/8' 50-5/8' 83" 74-1/4` 110.0 195.0 110.0 195.0 110.0 195.0 1104 1830 1104 5830 110.0 198.0 104.1 104.1 110.0 1930 110.0 120.0 110.0 190.8 110.0 1930 i 104 1 1930 1 0.0 i 'RQ'0 110.0 195.0 07.1 97.1 110.0 1930 1120 120.0 110.0 1445 1104 1984 110.0 1954 01104 ISLIP 110.07 195.0 110.0 195.0 80.9 80.8 110.0 120.0 1104 120.0 104.2 tO4.2 1104 1954 1104 195.0 7m-0 138.5 110.0 1930 110.0 1930 89.4 69.4 110.0 120.0 110.0 120.0 63.0 83.0 110.0 198.0 1104 120.0 110.0 121.4 110.0 1954 1104 198.0 80.7 So.? 1104 120.0 110.0 120.0 107.8 107.1 110.0 195.0 110.0 1930 26-1/2" 26' 38-3/8' 50-5J8° tir 74-1/4" 110.0 1930 110.0 195.0 110.0 1917.0 107.9 107.9 110.0 1954 t10.0 195.0 114.0 1375 1104 195.0 110.0 1954 95.4 934 110.0 195.0 1104 120.0 92.5 92.5 1104 120.0 110.0 120.0 104.3 104.3 110.0 1954 110.0 195.0 73.4 73.4 110.0 120.0 1104 120.0 88.3 86.3 110.0 120.0 1104 120.0 77.9 779 110.0 1204 110.0 1204 56.1 56.1 Itao 120.0 110.0 120.0 719 719 1104 120.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 439 435 110.0 120.0 110.0 120.0 42' 24" 211' 30' 61.7 934 61.7 95.4 110.0 710.0 12MO 110.0 120.0 195.0 110.0 120.0 37' 26' 38-3/8" SO -5/8° 83' 110.0 148.4 110.0 195.0 110.0 195.0 349 349 110.0 120.0 110.0 120.0 985 985 110.0 194.5 110.0 120.0 30° 24' 28' 30' 36" 42' 48" 54' 86' • 86' 72' 78' 110.0 194.3 110.0 185.0 170.0 195.0 83.3 83.3 1104 1204 1104 120.0 74.7 74.7 110.0 120.0 110.0 120.0 t 10.0 11785 110.0 195.0 1111.0 195.0 77.7 77.7 11 0.o 120.0 1104 120.0 0.4 60.0 110.0 120.0 110.0 120.0 110.0 1534 110.0 1930 110.0 195.0 Be 36' 24" 284 84.8 84.5 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 42' 28' 38-3J8' 50-8/8' 110.0 128.1 110.0 195.0 110.0 1930 110.0 129.5 110.0 195.0 110.0 1954 88.8 889 110.0 120.0 110.0 120.0 1to.0 111.0 110.0 195.0 110.0 1954 64.2 84.2 1t0.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 , w 24" 80.6 6116 1109 120.0 1104 120.026' 537 56.1 110.0 120.0 110.0 120.0 53-1/8' 38-3/8' - 101.3 161.3 110.0 1930 7120 12010 88.3 88.3 110.0 120.0 110.0 120.0 �.8 836 110.0 120.0 110.0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 7Y 78' 84' 28' 48.9 489 110.0 120.0 1 1104 1204 30" 46.0 46.0 110.0 120.0 110.0 120.0 w� 24' 43.8 43.8 110.0 120.0 7104 120.0 28" 38.1 38.1 110.0 120.0 110.0 120.0 30' - 110.0 120.0 - 24' 34.9 34.9 110.0 120.0 110.0 7204 26' - - 110.0 120.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE PRODUcTRarmVED BASED ON ASTM E1300-04 (3 SEC. GUSTS) Fs�nplyinsuIO1the Tied& AND FLORIDA BUILDING COMMISSION lfundfr4codo��� p� DECLARATORY STATEMENT DCA05-DEC--219 gAeWonza iib R7{p1taijapD 8 gr. JAV�AHW10 NOTE: py ° FIA. PE 170592 LOAD/AREA LIMITS Munni Dado Product Coo C.A.R. 35 FOR +110.0. -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. AUG g Vl7 9 Zfl13 80.6 60.8 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 - 110.0 120.0 - 3S"36• 24' 28' 30' 0.Y 48' 54' W' 1104 1619 110.0 195.0 110.0 195.0 110.0 138.8 110.0 1930 110.0 195.0 110.0 129.5 110.0 1930 1104 195.0 107.9 107.9 110.0 1930 110.0 125.4 92.5 92.5 110.0 120.0 110.0 1204 80.9 80.9 110.0 120.0 110.0 12010 719 719 110.0 120.0 110.0 120.0 64.8 64.6 110.0 120.0 110.0 120.0 42' 24" 28' 30" 36' 42' 48' 54' 110.0 1338 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 198.0 uoo 1954 110.0 195.0 110.006'1.7] 825110.0 120.0 110.0 120.0 793110.0 120.0 110.0 120.0 69.4110.0 120.0 110.0 120.0 61.7110.0 120.0 110.0 120.0 z g %d 0O 0.g a � g F -N o Nr 0.app M M 0 N ((VV Z z in UQ 0 N droving no. W99--04 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS •090 SoBex (Year and Color Glass fnterloyer Bir Eastman Chemical Co. M0WEFttAYEFtS f 78 Soflex CP-Sonmc and SoOex HP Compos8te Glass Interl With PET Core By Eastman Chemical Co. (MA) .090 DuPont SentfyGbe Interloyer By E.I. DuPont De Nemours & Co. Inc. 1/8- ANN. GLASS • 3/4" INSULATED •• •••GLASS im•i29 • • LAAW MO ri a/8" TEMP. GLASS AIR SPACE 1/8" TEMP. (RASE 090 SaBea as" and Color Gloss Intedayer By Eastman Chemical Co. (MA) 075 Safeex CP-scflex and SoBex HP Compos8te Gloss It4TE�AYETLS Intedayer With PET Core By Eastman Chexdcal Co. (MA) 090 DuPont SentryQios Inferloyer By EJ. DuPont De Nemours & Co. hm SQUARE BEAD 1/8" TEMP. MASS OPTIONAL ALL GLASS TYPES i i SILICMM GE -1200 py a" AIR SPACE CONSISTING 0.F: \ ACER AROUND 3/4- INSULATED THE PERIMETER OF THE GLASS. GLASS TYPE '3A' ORMANCE SALIDIB t�F 1MPAC1•R8'1S1R* WINDOWS •. &fffWnM •.. REFER % D RU 7 f A4AT�14; 7. I PERFORMANCE VALUER OF IMPACT RESISTANT WMDOWs NO SHUTTERS REOUND FUM TO SHEETS O THM 7 AOR MMILA10R 017.0.05 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SWUM fwQuREO 10M TO 91EE19 S 1WW 7 FOR VWALIATM OETARS OW DIKIP 0 T TYPE '8A' WINDOW BINS. GLASS TYPE '9A MASS TYPE '3A' WINDOW DIMB. I GLASS TYPE W GLASS TYPE 'SA' WTH HEIGHTS EXT. (+) INT"Ilii N') INT. (-) 1YIDTH HEIGHT EXT. (+) INT. (-) EXr. (+) TNI. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) •• • • 24' &4; •s' 0 %- 366 • 0 48" 54" 60" es" 72" 78- 84• 110.0 -1914 1 0 195.0 1 48• 54' 24' 28" Jo' 38" 42' 48' 24' 28' 30' 36" 110..0 f21.4 110.0 188.0 19-1/8' 28' 38-3/8' 50-5/8- 6 3" 74-1/4- 110.0 191.0 170.0 195.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 120.0 110.0 190.9 110A 195.0 A 7J.::] 195.0 97.1 97.1 110.0 120.0 110.0 1445 110.0 195.0 4110.0 let.% 1101! 195.0 80.9 809 110.0 120.0 1042 104.2 110.0 195.0 .0 1385 110.0 755.0 ag-4 69.4 110.0 120.0 0&0 63.0 110.0 120.0 1t0.0 121,4 110.0 195.0 80.7 1 60.7 110.0 118.4 1079 1079 110.0 195.0 26-1/2- 26' 38-3/8' 50-5/8- 63' 74-1/4" 110.0 195.0 110.0 185.0 1079 1 1079 1 110.0 195.0 110.0 1375 710.0 195.0 95.4 95.4 110.0 120.0 928 928 110.0 120.0 104.3 104.3 110.0 195.0 73.4 WL4 110.0 120.0 88.3 88.3 110.0 120.0 77.9 77.9 110.0 12" 5&1 5&1 109.3 109.3 71A 719 110.0 1 120.0 46.6 46.6 909 909 43A 43.8 85.4 85.4 42" 24" 28- 30" 61.7 95.4 61.7 95.4 110.0 110.0 120.0 120.0 �- 26" 38-3/8" 50-5/8" or 110.0 143.4 110.0 195.0 34.9 349 66.0 68.0 98.5 98.5 110.0 120.0 24' 26- 30' 38" 48" 54' 6o" 88- 72" 78" 170.0 194.3 110.0 195.060° 83.3 83.3 110.0 120.0 74.7 74.7 110.0 120.0 110.0 1685 110.0 195.0 77.7 77.7 110.0 120.0 60.0 60.0 110.0 117.0 110.0 155.4 110.0 195.0 o6' 38- 24' 28' 64.8 649 110.0 120.0 73.4 73.4 110.0 120.0 42' 26" 38-3/8" 50-5/8- 110.0 128.1 110.0 198.0 110.0 1295 110.0 195.0 888 BB.A 110.0 120.0 110.0 111.0 110.0 195.0 64.2 642 110..0 120.0 85.8 85.8 110.0 120A 97.1 97.1 110.0 120.0 72" 78- 84" 30" 24' 28' 30' 24" 28" 24" 80.8 56.1 48.9 46.0 435 38.1 34.9 6me 56.1 489 46.0 431 38.1 349 110.0 11&2 ' 26• 101.3 107.3 110.0 120.0 1091 109.3 38-3/8" 88.6 6.6 110.0 120.0 95.3 95.3 89.8 89.8 8&4 65.4 74.3 743 68.0 6&0 PRODUCTRBMVfidl e9 owwAl wididw Flmld�O..�/ 0/ h*c-w 061 OG Acccilisu- �oz+�l�' NOTE: pUemipatioProdcctCon LOAD/AREA LIMITS FOR +110.0. -120.0 PSF - 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SO. FT. 86.3 88.3 110.0 120.0 77.7 77.7 110.0 720.0 60.6 60.8 110.0 1182 464 46.0 891 89.8 - - -- - 24" 28' 30" 36' 42' 48' 54• 80' 110.0 161.9 1/0.0 195.0 110.0 1388 110.0 195.0 110.0 1299 110.0 195.0 1079 107.9 110.0 19&0 92.5 925 110.0 120.0 80.9 809 110.0 120.0 719 71.9 1 t0.0 120.0 84.8 64.8 110.0 120.0 42" 20.' 28" 30- W. 42' 48" 110.0 138.8 110.0 195.0 110.0 1189 110.0 195.0 110.0 111.0 110.0 195.0 928�02.51 120.0 79.3 120.0 69.0.54" 81.7 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-OEC-219 AUG tai M3 O O 0� 0 N Zz�� to . - w Uo� aramng no. W99-04 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 SHEET 8 FOR SEE ELEV. FOR SPACNO SEE SHEET 8 FOR DESMPTION 13/8` NT IabCi( INSTALLATION BY OTHERS ml I` MIN jNsTALLATION TYPE 13' WOOD BUCK TYPE '3' PRESSURE TREATED TYPICAL INSTALLATION DETAI -ON ALL FOUR SIDES/USING WOOD 3/4' X 1' 2� 'ALUM .CHANN L /Y LONG AT ANCHOR LOCATIONS Id— WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT M aQ •. a 7F.-- MIN' 2-1/2` MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' AM TE tALR PRESSURE TREATED TYPICAL INSTALLATION BETAL ON ALL FOUR SIDES/AMNG W000 TYPICAL SEE ELEV. R SPACING SEE SHEET 8 FOR DESCRIPTION s ° BUCK INSTALLATION BY OTHERS 1' MIN. INSTALIATION TYPE '4' WOOD BUCK TYPE tA8TEi98L1 PRESSURE TREATED ;TYPICAL INSTALLATION DETAL ON ALL FOUR SIDES -USING -W= PRODUCTl P",*IVBD 7u coml+lyhHttrUU Un Florida BuildiaSCody ,it ,� / Q�. �.,r� Accelncuce No i tG7 CJJ 9 Dade Product Cm 4C U e�i 0 T � h 8aa��a z 1 ATTACHMENT TO METAL STRUCTURES o °' Sg4 TYPICAL ANCHORS 0- 'v SEE ELEV. FOR SPACING X w SEE SHEET 8 FOR OESCRIPIM s!1 N 3 M ro p�M N zz� In U &pr. JAV�AtIM N i FIA PE 0M a •� CAN. Md drornng no. W99-04 AUG 01 2013, ? SEALANT l� • • • • u� '� • • • • • ° + aV i a "' y9r•f• I m ... 2-1/t FAN. . ...... • • • • 1 • • • fttA�• N D'PE� • 1' WOOD BUCK TYPE -T • • •••• •••• pRESSURE SATED • • • NPI �• �}I�ATION DETAIS • • • • • • • ON A I FaQR� USING WOOD ..... .... . . • • TYPICAL ANCHORS SEE ELEV. FOR SPACNO SEE SHEET 8 FOR DESMPTION 13/8` NT IabCi( INSTALLATION BY OTHERS ml I` MIN jNsTALLATION TYPE 13' WOOD BUCK TYPE '3' PRESSURE TREATED TYPICAL INSTALLATION DETAI -ON ALL FOUR SIDES/USING WOOD 3/4' X 1' 2� 'ALUM .CHANN L /Y LONG AT ANCHOR LOCATIONS Id— WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT M aQ •. a 7F.-- MIN' 2-1/2` MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' AM TE tALR PRESSURE TREATED TYPICAL INSTALLATION BETAL ON ALL FOUR SIDES/AMNG W000 TYPICAL SEE ELEV. R SPACING SEE SHEET 8 FOR DESCRIPTION s ° BUCK INSTALLATION BY OTHERS 1' MIN. INSTALIATION TYPE '4' WOOD BUCK TYPE tA8TEi98L1 PRESSURE TREATED ;TYPICAL INSTALLATION DETAL ON ALL FOUR SIDES -USING -W= PRODUCTl P",*IVBD 7u coml+lyhHttrUU Un Florida BuildiaSCody ,it ,� / Q�. �.,r� Accelncuce No i tG7 CJJ 9 Dade Product Cm 4C U e�i 0 T � h 8aa��a z 1 ATTACHMENT TO METAL STRUCTURES o °' Sg4 TYPICAL ANCHORS 0- 'v SEE ELEV. FOR SPACING X w SEE SHEET 8 FOR OESCRIPIM s!1 N 3 M ro p�M N zz� In U &pr. JAV�AtIM N i FIA PE 0M a •� CAN. Md drornng no. W99-04 AUG 01 2013, ? INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO' ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPAMG SEE Et". FOR SPACING SEE MEET 6 FOR DESCRPT01 i SEE SHEET 6 FOR DESCRIPTION • • • i I • e 1 3/8" • I • I •'v. Q 2 1 •• ••• °' .- �� � a7 < a � :. �.<. `• MIN. *00000 •i• • • • • 2_ • • • • • • • 2-1/2' MIN. i • • • i INSTALLATIt}N TYPE; e e WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' • • • . • • • PRESSURE TREATED ,: PRESSURE TREATED • • •MICAL INSTA CATION DETAIL TYPICAL INSTALLATION DETAIL • • •8 ALL F&J •SIDBB/U GNS GN WISE 000 ON ALL FOUR SIDESMSING wo00 • s TYPICAL ANCHORS SEE EUV. FOR SPACING ft"SEE SHEET 8 FOR DESCRIPTION I 1 3/8' J. >\ ° •.Q'• a I 271W �1 � a o ° SUCK WSTALLATKW 6Y OTHERS 1' MW. INSTALLATION TYPE 13' WORD BUCK TYPE '3' M TAII ,: PRESSURE TREATED TY IGAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD Y I WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I e BUCK WSTALIATiON BY OTHERS INSTALLATION TYPE '4' WOOO BUCK TYPE '4' NATE8�6 PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD pFtODUcTRW*-vm0 tMrida al,Dat�co�t �3-U6.o6. a75 0 drawing no. W99-04 �J TYPICAL ANCHORS —SEE ELEV. FOR SPACWG SEE SHEET 8 FOR DESCR0111ON d METAL 7t, IIgo q i Ell S z ATTACHMENT TO METAL STRUCTURES 0 rd Ow TYPICAL ANCHORS SEE ELEV. FOR SPACW'G SEE SHEET 6 FOR al xn $ N Mf Q .-1 0 3 N Z z u! fJl 0 drawing no. W99-04 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETAILS WINDOW DLM9. ANCHORS 00/0 SHEAR CLIP ANCHORS WIN SHM MR AT 17" O.C. AT 10' O.C. AT I?" O.C. AT 10' OA. WIDTH I HEIGHT Ef:L{+)1001:(^) EXT.(+)/OH•(-) EXT•(+)IINT•(-) �T•(+)/wT•(^ 19-1/E' 26' 38-3/6' 50-8/8' 6Y 74-1/14C IOU 198.0 198.0 PERFORNIANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR OETAMS 108.0 198.0 198.0 PnFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET D FOR DETAILS 198.0 198.0 190.4 190.4 HINDOW DIIAL ANCHORS W/o 9HRA i CW ANCHORS IHTH SHEAR CLIP HIND0t1 DIN& ANCHORS V/0 $SUR CLIP ANCHORS nm $MR C7 AT 17" O.C. AT 10" D.C. AT 17' O.C. AT 10" OA. AT 17" O.C. AT 10" O.C. AT 1Y OA. AT 10' 0 195.0 WIDTH HOWIT EXT•(+)/fNT.(-) EXr.(+)/W.(-) EXQ+)/INT•(-) EXT.(+VW.(-) WIDTH MGM EXT.(+)/NT.(-) •(+)/INT•(-) W(+)/W•(-) EV4+W 13&0 " 24' 28' 30' 36" 42' • 48' 198.0 195.0 186.0 195.0 411'95 24' 28" 30' 36' 42' 48" 19SA 195.0 180.0 196.0 195.0 195A 195.0 195A 192.9 195.0 137.1 171.4 195.0 195.0 1960 IOU 180.0 1.0 12&0 180.0 195.0 195.0 198.0 195.0 150.0 1875 10&7 133.3 be 49&0 195.0 1824 193.0 1285 18&7 91.4 114.3 195.0 191.0 180.0 193.0 1125 140.6 800 100.0 • • • • • • • • • • • • 54'* • 8.0' B6 • 72' 78' • 193.0 • 05.0 • 142.2 177.8 54' 24' 28' 30' 36' 1. 185.0 186.0 142.2 IOU TSCA • 193.0 0 12LO ipA 171.4 188.0 1219 1829 830 • 195.0 • 116.4 1485 160.0 Is" 1133 170.7 150.0 0 fb7.5• 108.7 133.3 133.3 111&0 943 142.2 138.5 - f7lf 985 123.1 114.3 171A 81.3 1219 • • • • • • • 84 •28.8 • SM70 • 91.4 114.3 00" 24' 28' 30'4.0 38' 160.0 195.0 128.0 192.0 • • •- • • • • 26" 32 • a ESA 18&0 195.0 164.3 193.0 100.7 104.8 193.0 t95.019&0 195.0 795.0 1024 153.6 gg•0 195.0 193.0 120.0 180.0 883 12&0 • • • • • • • • • 000 0 • 0�" • 36'• • 42• 48' We 4 86' 9 • 1850 • 1.210• 1829 193.0 or 24' 28" 30" 193.0 19&0 1455 195.0 195.0 1 15&7 195A 175.3 195.0 124.7 1745 1929 1.3.0 137.1 171.4 163.6 1930 I v" 1629 171.4 • •/��• 1219 132.4 72' 24' 28' 30' 187.5 195.0 133.3 18&7 .3 19 • 100.7 137.1 160.7 195.0 114.3 160.0 140.3 • 148.3 • 99.7 124.7 1500 IS&O 108.7 1493 • • • • • • 76"•t 84' B 180.7 91.4 174.3 78' 24" 28" 30" 173.1 195.0 123.1 185.0 •11&7 14&4 84.4 1055 14&4 1930 105.5 1853 110.2 1373 7&4 9&0 1385 19&0 965 1575 30' 24' 28' 30' 36' 42' 48' W 00' 88' 72' 78' 195.0 195.0 193.0 1930 84" 24' 26' 1929 195.0 137.1 195.0 195.0 195.0 195.0 193.0 165.3 193.0 117.8 176.3 195.0 193.0 195.0 195.0 I I 1 I I ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAF 188.0 195.0 193.0 195.0 19&0 195.0 182.9 1829 19&o 195.0 100.0 100.0 19510 195.0 1422 142.2 180.0 180.0 125.0 12&0 163.0 1839 116.4 116.4 150.0 150.0 100.7 100.7 136.5 1385 985 985 36,. 24' 28' 30' 36' 42' 48' Be 00' 196.0 193.0 195.0 196.0 195.0 195.0 195.0 193.0 195.0 193.0 195.0 195.0 193.0 195.0 1773 195.0 195.0 195.0 1524 1829 1875 186.0 133.3 160.0 16&7 195.0 1185 1422 150.0 180.0 106.7 120.0 42" 24' 28' 30' 38' 42' 48' 84' 1929 t96A 137.1 1829 1165.3 195.0 117.6 186.7 154.3 195.0 109.7 146.3 128,6 171.4 91,4 121.9 110.2 1469 78.4 1045 86.4 128.6 68.6 91A F 85.7 114.3 61.0 81.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETAILS WINDOW DLM9. ANCHORS 00/0 SHEAR CLIP ANCHORS WIN SHM MR AT 17" O.C. AT 10' O.C. AT I?" O.C. AT 10' OA. WIDTH I HEIGHT Ef:L{+)1001:(^) EXT.(+)/OH•(-) EXT•(+)IINT•(-) �T•(+)/wT•(^ 19-1/E' 26' 38-3/6' 50-8/8' 6Y 74-1/14C IOU 198.0 198.0 198.0 108.0 198.0 198.0 195.0 198.0 198.0 190.4 190.4 198.0 195.0 153.0 183.0 1825 1825 -1293 1293 28-1/2' _ 28" 38-3/8' 60-8/8' 83' 74-1/4' 198.0 198.0 195.0 196.0 195.0 199.0K977.4 196.0 103.2 195.0 171.7 155.3 194.1 13&0 131.7 164.7 117.1 37' 28' 38-3/8" 63' 195.0 186.0 191.6 13&9 1823 129350-5/8' 1035 13&4 9&4 83.4 111.2 79.1 53-1/8" 28' 38-3/8' 187.7 2m133.4 195.0 127.1 100.7 i 90.4 138.6 YPICAL ANCHORS: sEE a" FOR spAC940 ,114" DIA. KWIK-CON H BY 'HILTI' (Fu=iFx3 K% Fy-157 KSI) 1/4- DLA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,®l4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DACE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE Pc =3000 PSI MIN. MASONRY I'm = 1500 PSI MIN. aco �Im n v Q 8 O w 0 t AA is N 4� 1 _8-'� wcn0 -mo Uo I Livix! drawing no. 0099-04 Wheat Frei 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS t91mDw Bum 1/4" ANCHORS 1/4' ANCHORS INTO MASONRY INTO wool) WIDTH H(It9w EXL(+)/8441.(-) EXT.(+)/wt(-) • . • .'. 24' 28' 30' 38' 42' • 4•8' S4� •. 78° 84" 19x.0 Is" 198.0 198.0 195.0 199.0 195A 195.0 169.1 IMS. 74.0 131.6el)" „6.107.672'098.7! ;jI- ,9&O 131.6 91.1 01289 . • BAB• • • • • • • • 000 ••• Aa 2111 304 • . 360••0 42' 48' • BY• 8tg" 05' 7;• 428.9 78'0 4 84' a 195.0 195A 198.0 0 • 195.0 9 1954 ..owl 185.0 -*no* 190.3 •125.9 169.1 Algr- gi52.2 W%5 136.4 • 92.30 84.8 • • 117.1 78.1 108.7 72.5 30' 24' 28° 30' 36' 42' 45' 54" 80' 811' 72" 76' 1954 195.0 195.0 1950 1980 189.4 195.0 157.9 195.0 135.3 195.0 118.4 1954 1052 177.8 94.7 1615 86.1 14840 789 138.8 724 �. 24' 28' 30" 38' 42' 48" 54' 60' 185.0 195.0 195,0 1119.1 195.0 1579 1954 131.6 1954 112.0 168.0 98.7 164.4 87.7 148.0 789 42' 24" 28" 30" 38' 42" 48' 54' 190.3 159.1 103.t 145.0 152.2 135.3 126.9 112.8 108.7 98.7 95.1 84.6 84.6 7&2 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS TWOW pm 1/4' ANCHORS 1/4" ANCHOR INTO MASOM INTO HOOD WIDTH HEIGHT EXT.(+)/wrd-) EXTI+)/-.(-) 48" 24' 28" 30" 38" 42' 46" 198.0 148.0 190.3 1289 177.8 118.4 148.0 98.7 128.8 84.6 IMS. 74.0 54" 24' 28" 3l)^ 38' 42" ,9&O 131.6 169.1 112.8 157.9 105.2 131.6 57.7 112.8 78.2 69. 24" 28" 30" 35' 177.6 118.4 152.2 101.8 142.1 94.7 118.4 78.9 Sr 24" 28' 30" 195.0 1349 173.0 1t5.3 181.5 1079 72" 24" 28' 39' 168.0 123.3 158.8 105.7 148.0 98.7 75" 24" 28' 30' 170A 113.8 146.4 97.6 136.8 91.1 24" 28" 190.3 1209 163.1 108.7 19-1/8' 28" 1-3/8' 50" 53 f198.0 74-1/4° 1980 195.0 195.0 195.0 195.0 170.1 1415 180.1 120.1 26-1/2• 25" 38-3/8" 50-5/8' 83' 74-1/4` 195.0 1950 198.0 187.7 190.6 127.1 IBM 102.1 130.0 56.7 37° 28' 38-3/8" 50-5/8" a3" 195.0 177.2 135.1 120.1 1024 81.0 82.3 73.1 s3 -1/a" 26" 38-3/8" 1852 123.2 128.4 83.8 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEEIS 3 It= a FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS TO BE Nr0 CONCRETE AT HEAD & SILL MAY BE INTO FILLED CMU AT JAMB& 014 SMS AT 6' FROM ENDS 24' O.C. MAX. AT JAMBS 17' O.C. MAX. AT HEAD/SRL III 4 a 'q .. - . d•e 1 771/4" DIA. KWIX-CON/ULTRACON 1-3/8' MN. CONC. EMBED 2 1/2" MIN. AT 6" FROM ENDS AND 24' O.C. MAX. AT JAMBS EDS OISf. ,7" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE INTO MASONRY 1N8TALLATION TYPE I 2BY WOOD BUCK OR WOOD STRUCTURES Z °841 � a n .951 8 91 cm HU silo 4 SMS 2 8' FROM ENDS ° � O.C. MAX. AT JAMBS ' O.C. MAX. AT HEAO/SRL S GQ0 N M 114 ItMS 3:8 _ I 12' MIN. WOOD EMBED AT 6' FROM ENDS AND 24' O.C. MAX. AT JAMBS i U .-: 17" O.C. MAX. AT WAD/SILL ? monucT RLmm�vBo ax caOl9il'i119 �ri9NGo Floridn m gq '. 2900 546 Ac,,x}p,.ttitc4F7o/.f�{ij o 8 0 £ .846 485 486 592 Miwrli 17a4o Fadtrt Cm1 �rB2 1.125� .� FIA, PE7.592 S 1.436 CAN. .125 903 'y ALUMINUM BUCK OPTIONAL COVER / n ^.n droWing no. 6063 -TS 6983-T6 ( W99-04 MIAMI- DA©E MIAMI DADE COUNTY, FLORIDA 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) wR,tv.miamidade,gov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by .Miami Dade County RER- Product ERProduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ May immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series 238 Aluminum Casement Window", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated 02/28/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal 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. REVISION 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 shallto dope ip its�egtirejy. INSPECTIOM A co;y'sf t;is: Ati;r :IOA shall be provided to the user by the manufacturer or its distributors ands �ll�G* a;gJablg of �srtVion at the job site at the request of the Building Official. This NOA revises and renews NOA No. 12-0229.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submittel.dooMentaiion was revievkd•;y Jaime D. Gascon, P. E. ... . . . . .. . . . . . . . .. . . . . .. .... . .. ' NOA No. 12-1220.14 =IAM1•DADECOUNTY eee Expiration Date., October 26, 2018 • i Approval Date: March 21, 2013 . • • • • Page 1 . . . . . . . . . . . .. .. . . . .. .. ... • 0 0 000 0 0 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98--100, titled "Series 238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated 02/28/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B -A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588-04, AAMA 1304-02 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Aluminum casement Sliding Window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P. E. 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) Forced Entry Test, Type "B -A' outswing casement window, Grade 10, Level LV 1 per ASTM F 588-04, AAMA 1304-02 and per FBC 24113.2. 1, TAS 202--94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No.'s HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked --up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2143, HETI-08-2144, HETI- 08-4287 and HETI-074298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Subaktivt under previow NOA No. 08-1010.02) •• ••• •• • • • •• • ••• ••• • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • E-1 ... . • . ••• . . Jaime D. Gascon, P rs Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked up drawings and installation diagram of alum. casement window, prepared by Hurricane Test Laboratory, - Inc., Test Reports No.'s HTL40804303-96 and IITL40804107--98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01-1002.03) 5. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry Test, Type "B—A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588-94, AA.MA 1302.5-76 and per. SFBC, PA 202-94 5) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 6) Standard Test Method for Determination of Operating Force of Windows and Doors per ASTM E 2068-94 along with marked—up drawings and installation diagram of alum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA No. 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 11/30/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM B1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPopt je4tryQlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. $lotice �4jDc$pta4c4 No. 12-1231.10 issued to Eastman Chemical Company (MA) Or. their 4SW gf4r. jnd Color Glass Interlayers" dated 03/21/13, expiring on 63121•/16. • • • • • • • Jahne•D. Gascon, P. E. • .. . • • .. • Product Control Section Supervisor . . . . . . • • • • • NOA No. 12-1220.14 Expiration Date; October 26, 2018 • 0. 0 Approval Date: March 21, 2013 • . • . . . • . • • .. . . .. ... . . . .. .. .. ... . .. . . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP — Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 11/30/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. ATLOSF-1109.01-12, issued by American Test Lab of South Florida, Inc., dated 11/20/12, signed and sealed by Henry Hattem, P. E. 3. Proposal No. 12-1600 issued by Product Control, dated 08/22/12, signed by Jaime D. Gascon, P. E. 4. Laboratory compliance letters for Test Reports No.'s HTL-0080-0301-07 for specimen A & B and RTLA080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) 5. Laboratory compliances letters for Test Reports No.'s HETI-0$ 2143, HETI-08 2144, HETI-084287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.02) 6. Laboratory compliance letters for Test Reports No.'s HT"080-0303-96 and HTL- 0080-1107 98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01-1002.03) 7. Laboratory compliance letters for Test Reports No.'s FTL-1003 and F11-1041, issued by Fenestration Testing Laboratory, Inc,, dated 10/14/94, both signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-0229.08, issued to CGI Windows & Doors for their Series "238 Outswing Aluminum Casement Window L.M.I.", approved on 05/10/12 an j a&iri�pg on.10/; 13.. ..•..... . •. • . . . ... . 00 000 00 0 0 00 . ••• ... . • . . • . . . . • . . • . ... . • . • ... • • • • • E-3 • •. •• • • . • .•• ••• • • • .•• . • Jaime D. Gascon, P E Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval nate: March 21, 2013 • • •• o .. a VINDa1tS�A.Y� •••••• W EXTERIOR I INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I. DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLOC. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DEMON LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE TWIN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM 6 USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP g THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS �'- AcceDtcnc3l�m '^ �E�'-F D •••• lyyF� e NOTES' aplimdDadaProdud On C •• •• • AT I I I • I WOW BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. EW JAVAD AKIM ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL * A FLA.. PE 92 EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. t ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 61�110 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT 3 COME INTO CONTACT WITH OTHER DISSIMILAR SHAD. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • •• o .. a VINDa1tS�A.Y� •••••• W EXTERIOR I INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I. DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLOC. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DEMON LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE TWIN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM 6 USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP g THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS �'- AcceDtcnc3l�m '^ �E�'-F D THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE WACT. lyyF� SHUTTERS ARE NOT REQUIRED. NOTES' aplimdDadaProdud On THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE FOR MULLION/MULTIPLE UNITS, REFER TO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SEPARATE CGI MULLION N.O.A. HURRICANE ZONE (WHIZ). WOW BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. EW JAVAD AKIM ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL * A FLA.. PE 92 EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. t ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 61�110 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT 3 COME INTO CONTACT WITH OTHER DISSIMILAR SHAD. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. f& dfowing no. W98-100 • • • • • e • • WWO0W WIDTH V vw wwm m � WW-I 1/2" GENERAL _WINDOW SECTIONS D.L. OWL O EQUAL LEG FRAM E WW-6I/2' F HEADSRS 1. CORNE 0000 1A • n / m p'o • 0000 • •• A 1 I. / ON s ••• c e • it • e • • g ii �/ Q � �+CCQ d •••66• __=�=��µ== 8 to $ '�� fiQO • •6s • • • s �j C R O • 0000•• (�' 2 • • • • • • :06:09 • CAM LOCKS • e • • • • • 0 6 • • 9 2 LOCK PDuvTS All SIZES S m \ ;; �� ii Q �a 2 o • ••� .0000• OI`=;F SURFACE APPLIED ISWDSW OT•T�PACT VINUDVi @my, � I � \'4 it —FALSE • ••• j� I it • • •00000 ii 0000• • 6 ••i•69 � i �to • I 1 ii � \ �i e I I--------- - \ Q I o '� fF _24' MAX. TYP. AT HEAD/SIU.TYPICAL ELEVATION (EQUAL LEG FRAME) 0tFOR GUtSS TYPES, zz REFER TO O.L OPO. 2 t/2' 3 _ y. Wrom SHEETS 3 ANO 4. g vENT WIDTH 3/4" � o WNDGW w1DTH womm w m c� EXTERIOR MAXIM MTan POW LOCK man POW LOCH DY `mora' DY 'WTERI.00K' ALT. TO CAM LOCKS ALL TO CAM LOCKSMAX WW. LOCK { Q 1 1 HEIGHT POINTS HEIGHT POINTS c 12y i I 42' Z 36' 1 2 1 63" 3 56" 1 3 1 I 84' 4 74• 4 z 0 1 74: S 1 j11 t C W K O x > 6 3 � 2 Env.JPC AF{NAO 1 o 6 I(__(U)JJ PE 74582 ga � tritit6tsffioddra [4 � AccePUM odE� 0 4 20 3 _ R98-1 1A -mAWApanU00 JI sheet ),)of y • FRAME CORNER A 2 5/8' 13 ® (X)RNER KEY .UBO THICK ST. Sr CORNER KEYS FRAME ® .682 THICK ALUMINUM Q 0 VENT (5/18` LAM. GLASS) to EQUAL LEG FRAME PART 8 QUANTITY DESCRIPTION MATERIAL MANP./SOPPLIBR/RBMARYS <At -373 4 FLANGE FRAME 6063-T6 • • CGI• -397 F EQUAL LEG FRUE 6063 -TB 040ALEK OR EXAN. F28 COX -378 4 VENT (5/10' IAM. GVSS) 6083-T6 04DALEX OR EQUN. ease 4 VENT (WSUL LAM. GLASS) 6003-T0 • • •' • •lt CORNER 4 VENT (7/18' LAM. GL SS) 6063-T8 • •.• •• ••1000 4 OGEE OWING READ 6063-76 ..•. .. 3A CGI -398 • •ISL FRAME #8 VEN QRRNERS TO BE • SFALEO YRTH CS"FOUF OR EQUtV. FRAME CORNER A 2 5/8' 13 ® (X)RNER KEY .UBO THICK ST. Sr CORNER KEYS FRAME ® .682 THICK ALUMINUM Q 0 VENT (5/18` LAM. GLASS) to EQUAL LEG FRAME PROPUCT'RIM BL1L181D as ca9,pI*8 wilh th9 PLG$%• ovildKO8Cod4 d i t s. Oma h1ic:9i rad9M ® VENT (INSUL. LAM. GLASS) ® VENT (7/18" LAM. GLASS) .754 g tttttgggU��;; .�3 .830 O € Q I5 417 g ® CGI -375: OGEE GLAZING STOP U7S3 Oo manx ® CGI -386: SQUARE GLAZING STOP 2 2413 10011 PART 8 QUANTITY DESCRIPTION MATERIAL MANP./SOPPLIBR/RBMARYS <At -373 4 FLANGE FRAME 6063-T6 INOALEX OR EMIN. CGI• -397 4 EQUAL LEG FRUE 6063 -TB 040ALEK OR EXAN. F28 COX -378 4 VENT (5/10' IAM. GVSS) 6083-T6 04DALEX OR EQUN. CGI -381 4 VENT (WSUL LAM. GLASS) 6003-T0 WON" OR EOUW COI-385 4 VENT (7/18' LAM. GL SS) 6063-T8 INDALEX INR EQUW. CM -375 4 OGEE OWING READ 6063-76 INDALEX OR EQUIV. 3A CGI -398 4 SQUARE GLAZING BEAD 0083-75 WOALEX OR EOUM. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 6 .080 TWGt CORNER KEY ST. STEEL - 6 AP -425 AS REOD. FRAME SCHLEGEL APTUS 7 0250-K-190 AS REDO. VENT IYEATHEWWPPW6 SCHLEGEL O-LON 6 35-tO-00-t01 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (5) 08 X 3/8' SS SMB 9 24-13-00-202 2/ VENT FACE MOUNT LOGO STEEL TRUTH. ATTACHED W/ (2) 88 X 3/8' SMS 9A - 1/ VENT UULTI POINT tam TRUTH Be - I/ VENT MULTI POINT LOCK INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING I= STEEL CO. ATTACHED W/ (2) 810 X 3/8' SS SMS 1 OPERATOR (CPWW) STEEL TRUTH, ATTACHED W/ (2) 85 X 3/8' SS SMS 11A - 1 OPERATOR (KW7IONAL) STEEL INTERLOCK 12 3fl175 , OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) B8 X3/8• SS SMS 13 - 2/ CORNER Fib" AND VERT ASSEMBLY SCREWS 810 X 1-1/4' SS SMS PROPUCT'RIM BL1L181D as ca9,pI*8 wilh th9 PLG$%• ovildKO8Cod4 d i t s. Oma h1ic:9i rad9M ® VENT (INSUL. LAM. GLASS) ® VENT (7/18" LAM. GLASS) .754 g tttttgggU��;; .�3 .830 O € Q I5 417 g ® CGI -375: OGEE GLAZING STOP U7S3 Oo manx ® CGI -386: SQUARE GLAZING STOP 2 2413 10011 ANN. GLASS 3/18• ANN. CLASS .080 INTERLAYER }r'090 SAFLEX PVB By 'SOLUTN' .090 I ERL �, , WIERLAYERS L .075 VANCEVA STORMGIASS 8Y 'SOLUTIA' PVBLLLL .090 SENTRYGLAS BY 'DUPONT' �I/AIK CLASS 3/18' ANN. CLASS SILICONE GE-IE011 SILICONE LIP • • • • • 5/18 iYOMINAL • • 7/18" NOMINAL • GLASS TYPE '2' i • • • i GLASS TYPE 'B' • • • • • s • 3/18" HEAT STREWD GLASS .090 SAFL.EIL PV8 BY 'SCLUTIA' WTERIAYERS 475 VANCEVA STORMClA35 BY 'SOLUTIA' .090 SENTRYGIAS BY 'OIIPONT' Lu 3/16' HEAT STRENb GLASS �r $ SQUARE BEAD 4 .I SiLICEINE �� i .I GE -1200 ALL CLASS TYPES i• i! I i! mw 993 I i1 7/18" NOMINAL GLASS TYPE '6' PERFORMAjVCE .... • VM%%,f I CT RESISTAXT WINDOWS S TO SREE%IoVW 0 OR UWALMM MUMS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Ra SWIM1M1X,a:Eo REFER TO SHMS 3 MRO 7 FOR 9WAl1ATIM MAMAS 1amw 121wkGLASS GLASS TYPE '8' GLASS TYPE '8' WIiVDOW I11M8. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '8' WIDTH HEIGHT 4am (+) WNT. (-) •XT. (+) INT. (-) W. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1M. (-) W (+) INT. (-) ` 20"0008 • 24' • 28"• U. 32" 0 • • 110.0 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32° 66•64.2 86.7 86.7 110.0 195.0 110.0 1954 110.0 0 wL91 4 •110.0 195.0 110A 195.0 110.0 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 1104 120.0 642 110.0 120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 60.6 60.6 110.0 120.0 110.0 120.0 110.0 12 110.0 1954 110.0 195.0 575 578 110.0 120.0 110.0 120.0 • 36" 40' 42" • • • • *0000 1079 147.9 01104 1954 110.0 195.0 20" 24" 28" W. 32° 72" 66.4 86.4 110.0 19&0 110.0 1200 97.1 97.1 110.0 195.0 110.0 120.0 56.1 58.1 110.0 1 120.0 110.0 120.0 925 925 110.0 120.0 -- - 489 48.9 110.0 120.0 110.0 120.0 20" 24" 110.0 1865 1 110.0 195.0 110.0 195.0 46.0 48.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 434 43.6 110.0 120.0 110.0 120.0 28" 30" 32' 36' 42" 110.0 118.9 110.0 195.0 110.0 195.0 20" 24' 28" 30' 7a'43.8 52.0 52.0 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 439 I ULO 120.0 110.0 120.0 104.1 104.1 1ICA 195.0 110.0 120.0 38.1 3&1 IIOA 120.0 110.0 120.0 928 925 110.0 120.0 110.0 120.0 - t 10.0 120.0 - - 40" 42' 83.3 83.3 110.0 120.0 110.0 120.0 20" 24• 1 26' 84• 418 415 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 349 349 110.0 120.0 1 110.0 120.0 20• 24• 28" 30° 32' 4,. 110.0 145.7 1 110.0 195.0 110.0 195.0 - 110.0 120.0 110.0 121.4 110.0 195.0 110.0 1950 19-116" 26-1/2" 37" 42" 28` 110.0 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 1954 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 1954 110.0 185.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 110.0 195.0 36° 40" 42' 80.9 80.9 110.0 120.0 110.0 120.0 19-1/8• 26-1/2' 3T 42° -3�• 110.0 190.6 110.0 195.0 110.0 185.0 725 729 110.0 120.0 110.0 120.0 110.0 1375 110.0 195.0 110.0 19&O 69.4 89.4 1104 120.0 - 988 885 1104 1945 110.0 120.0 20" 24' 28• 32• 54- 110.0 1295 110.0 195A 110.0 195.0 88.8 88.8 110.0 120.0 110.0 120.0 960 107.9 110.0 195.0 110.0 195.0 19-1/6" 26-112" 3T 42° -90-5/8" 110.0 1448 110.0 1954 .110.0 195.0 eu 92.5 110.0 120.0 110.0 120.0 G.7 1043 110.0 195.0 110.0 19&0 84.4 86.3 110.0 120.0 110.0 120.0 ._ 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 659 859 110.0 1 120.0 110.0 120A 38" . 40" 42" 71.9 71.9 IIOA 120.0 1 110.0 120.0 19-118° 26-112" 3T 63" 98.7 1042 1 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 749 779 110.0 120.0 110.0 120.0 61.7 81.7 110.0 120.0 - - 60.0 80.0 110.0 120.0 110.0 120.0 20" 24" 28" W. 32' 38" 80' 988 112.6 110.0 195.0 110.0 195.019-118' 26-1/Y 74-114" 83.0 83.0 110.0 1954 110.0 120.0 888 95.4 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 1 110.0 120.0 76.7 833 110.0 120.0 110.0 120.0 LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0. -195.0 PSF = 10.00 SO. FT. 73.2 77.7 110.0 120.0 110.0 120.0 702 72e 1100 126.0 110.0 120.0 849 649 110.01 120.0 1 11 E07 120.0 PRODUCT RRNBIVBD as complybewhudw mida A �.F; 4 Pato ZC7 ($ Hf�ade Product Comm UNIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY'WETRLOCIC IS USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE 1.1 -BASED ON ASTM E1300-04 (3 SEC. GUSTS) vii 10 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ngr. AVAD ADM CML. FLA. PE 0692 f44 20 3 C S dra Mng no. N98 -10C aha.et 2�/ 7 • INSTALLATION CONDITIONS FLANGE FRAME (APPL;ES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEEP 6 u rl� 1 3/6• v d I 2 7/6- q -SUCK INSTALLATION BY OTHERS • lP_ �h•• :_ ll' Al " 1.3/6, .. c� o. ° • i a � �••sjay 2 1/6• a q•a MIN. •••••s • • • 9i�LAT10N TYPE ii • WOOD BUCK TYPE 't' • • • • • • • • .BATS PRESSURE TREATED • TYPICAL IN JUI IATION DETAIL • ON ALL FOU SaIM) USING WDOO • • • • • TYPICAL ANCHORS rl� 1 3/6• v d I 2 7/6- q -SUCK INSTALLATION BY OTHERS • lP_ �h•• :_ ll' Al " 3/4- X I- X 3/r X 2 -1/2 - AT ANCHOR LOCA WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE SHEET 6 FOR DESCRIPTION SEALANT q v V ? v • ° MIN. t•aN. 2-1/2- e6N INSTALLATION TYPE -2' WOOD BUCK TYPE '2' ,<LIA1 t PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPA= SEE SHEET 6 FOR DESCRIPTION c$ iz aV .• d BUCK INSTAU ATION BY OTHERS ALT, ANCHOR LOCATION SHEAR CLIP PRODUCTl;Ct,E' vBD its c001P$filgWi6a file Pimid. Ltldldlim 0odc { /� ft�d!Mmdad to 4V' Z Q O S, Qt a r Q4a'c 0 4s � ATTACHMENT TO Z METAL STRUOTURES Ci w ,F 1/6- IAN. Q 4 JTYPICAL ANCHORS SEE ELEV. FOR SPACING = N T SEE SHEET 6 FOR OESIRPTtm �A N II II O M 11 I1 l7� ,p I I I z 2E • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION 1 ILLI O e. a , v• IP 2 T/8• ° SUCK OWAllA71ON BY OTHERS WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS V. FOR SPACING ET 8 FOR DESCRIPTION • I a'v. a• a \ 2 I/8• MIN. r o 1• NW. 2-1/Z" AIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' PRESSURE TREATED TYPICAL. INSTALLATION DETAIL ON ALL .FOUR SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR FACING SEE SHEET B FOR DESCRIPTION v a �e• v .. v. A•N. ° BUCIt INSTALLATION BY OTHERS c. •1 l/i �•• �1• rRonucrTTTr>B� OnTIcTYtB 'att dtoT70dda ,�qq AcccDlovuroDlolt�r' 14 MI{ezni �� proA•�r1 Control � TYPICAL ANCHORS SEE ELW. FOR SPA= TYPICAL ANCHORS SEE SHEET 8 FDR DESCRIPTION O SEE ELEV. FOR SPACING ATTACHMENT Tm MIN. SEE SH£Ef 8 FOR DESCRIPTION 0 t �► yo' I••••$W. I/8" MIN. TYPICAL ANCHORS 0 °emir • SEE g%FOR SPACING SEE SHEET 8 FOR 01 MON • 11 i3 l••••2 1/8•r• <••••••••••••• •••• � WSTALIATION TYPE .ti • • • • 1' WOOD BUCK TYPE -11: • PRESSURE TREATED • i • • • JWWAL .INST A ATION DETAp -QN ALL FWB%DES/U1 LNG WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION 1 ILLI O e. a , v• IP 2 T/8• ° SUCK OWAllA71ON BY OTHERS WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS V. FOR SPACING ET 8 FOR DESCRIPTION • I a'v. a• a \ 2 I/8• MIN. r o 1• NW. 2-1/Z" AIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' PRESSURE TREATED TYPICAL. INSTALLATION DETAIL ON ALL .FOUR SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR FACING SEE SHEET B FOR DESCRIPTION v a �e• v .. v. A•N. ° BUCIt INSTALLATION BY OTHERS c. •1 l/i �•• �1• rRonucrTTTr>B� OnTIcTYtB 'att dtoT70dda ,�qq AcccDlovuroDlolt�r' 14 MI{ezni �� proA•�r1 Control � Wi •ll_1 c. • a FIA. PCIE W. R 013 N 0011 TYPICAL ANCHORS SEE ELW. FOR SPA= SEE SHEET 8 FDR DESCRIPTION O METAL sTwortmes ATTACHMENT Tm MIN. METAL STRUCTURES 0 t �► yo' I/8" MIN. TYPICAL ANCHORS 0 °emir n ccV M m SEE g%FOR SPACING SEE SHEET 8 FOR 01 MON II� ZI 11 i3 Wi •ll_1 c. • a FIA. PCIE W. R 013 N 0011 ATTACHMENT METAL STRUCTURES I/8" MIN. TYPICAL ANCHORS n ccV M m SEE g%FOR SPACING SEE SHEET 8 FOR 01 MON Q $ M 11 i3 Wi •ll_1 c. • a FIA. PCIE W. R 013 N 0011 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO MEET 5 FOR DETAILS WINDOW DIM& ANCHORS W/O SHUR CLIP ANCHORS W1TR SHEAR CUP AT 17' O.C. AT 10' O.C. AT 17" O.C. AT 19' OX. WIDTH HEIGHT EXT.(+)/INT.(-) £XT.(+)/INT.(-) EXL(+)/ANT.(-) EXL(+)/INT.(-) 20' 24' 28" 36" 32" 36" • 64 429 30" • • 195.0 MILD 154.8 195.0 10&0 185.0 129.0 172.0 192.9 10&0 110.6 147.4 IRMO 105.0 103.2 137.6 • •18.8 195.0 96.8 129.0 0 150.0 195.0 86.0 114.7 135. • 1of,0 77.4 1032 1f.6 41171.4 0 73.7 98.3 • 10: 24' 28' • !� • �• • 36' • to 426 • 42' • • • • • 1 LO 195.0 a 132.7 178.9 . 192.9 • 1f o 0 110.6 147.4 185.3 juov 949 126.4 184.3 •198.0 0 0 885 1179 4.0 829 110.6 12&6 171.4 73.7 98.3 &7 663 80.5 ••1102 1146.8 0 63.2 842 • it)195.0 24' • fig• 30'40 32' • 36• 40" 42' • • • • 0 1 195.0 195. 19AA 154A 129.0 1935 161.3 192.9 • • 110.6 138.2 A 196 1032 128.0 16&8 • 1ft.0 0 969 1209 'lapO 187.5 86.0 107.5 0 0 4135.0 1664 77.4 9e.8 12&8 160.7 73.7 92.1 20" 24' 28' 30' 1. 38" 40" 42' �• 105A 195.0 137.6 195.0 195.0 195.0 114.7 1 172.0 171.4 195.0 98.3 147.4 160.0 195.0 9t.7 137.6 150.0 105.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 88.8 1032 114.3 171.4 SSS 983 20' 24" 28' 30" 32' 38" 60" 195.0 195.0 1235 1859 180.0 195.0 1032 1 1549 154.3 199.0 885 132.7 144.0 195.0 82.6 123.6 135.0 195.0 77.4 116.1 120.0 180.0 68.6 1032 20" 24" 28' 30' 32" or 195.0 195.0 140.7 194.0 195.0 195.0 117.3 1642 175.3 19" 1004 140.7 183.6 195.0 93.8 131.3 153.4 195,0 8810 123.1 20" 24' 28' 30" 32° 72" 1 195.0 105.0 129.0 1 180.8 187.5 19&0 107.5 1 1505 160.7 19&a 92.1 129.0 150.0 185.0 8610 120.4 1 140.6 195.0 80.8 1129 20' 24' 28" 30' 78" 195.0 195.0 119.1 1905 173.1 195.0 99.2 156.8 148.4 195.0 85.1 138.1 138.5 196.0 79.4 127.0 20" 24" 28' 54" 195.0 19&0 132.7 195.0 195.0 105.0 110.8 1 1659 185.3 195.0 94.8 1422 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR OETAo.9 WINDOW DIES. ANCHORS W/O SHEAR CLIP ANCROD WITS SHEAR CLIP AT 17" O.C. AT 10" D.C. AT 17' O.C. AT 10" O.C. WIDTH i RETORT EXT.(+)/INT.(-) E%T.(+)/MT.(-) EXT.(+)/ANT.(-} EXf.(+WINT.(-) 19-1/8" 26-1/2' 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 1075 161.8 195.0 195.0 772 t15.9 19-1/8' 26-1/2' 37" 311-3/6' 1 195.0 195.0 1519 195.0 1912 195.0 1099 14&1 136.9 182.6 785 104.7 19-1/8" 26-1/2" 37' 60-5/8' 195.0 195.0 153.5 1919 1932 19&a 1 1109 138.5 136.4 173.0 79.3 992 19-1/6' 26-1/2" 37" Sr 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.6 111.2 194.6 63.8 111.6 19-1/8' 26-1/2-1 74-1/4' 195.0 19510 1309 19510 1 184.7 195.0 94.4 151.1 TYPICAL ANCHORS: SEE ELEv. FOR spACWo )/4" DUI. KWIK-CON If BY NMI' (Fu -163 KSL Fy=157 KSI) 1/4" DLA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=185 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ! INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES AE�oCEsMTc$H STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' TRK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SIL OR .JAMBS I'c = 3000 PSI MIN. C-90 HOLLOW/FILLED W= AT JAMBS I'm - 2000 PSI MIN. CAN. s PRODUCT HBt48LVl°.P a4colnply" '711"010FlolidO I4uilAtl4 C R Accopta0 R r M 22013 M1 mn1 a4r itt dravAng no. W98-100 • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 1UNDOW JIM& at W tNT. (-) vim HEIGHT 20" 24" 28" 30' 32' • 43f•120.0 4 • 'a, •• • • 1S&O 195.0 t96.0 194.4 • 182.3 1820 198.0 120.0 2O" 24• • �t9i' • 19 . 3z• •�' 4QF • st • • 42" • •• • two • 1950 •1785 189.6 120.0 120.0 • • 120.0 119.0 20 • 2da 28• 30• • 12 36• 40• 42" � • • � • • 1850 195.0 • • • •120.0 • 120.0 • 120.0 • • 120.0 120.0 120.0 20• 24" 28• 30• 32" 38• 40' 42" 195.0 185.0 120.0 120.0 120.0 129.0 120.0 120.0 20• 24" 28" 30" 32" 36" �• 195.0 1211.0 120.0 120.0 1200 120.0 20• 24• 28" 30" 32' 66" 1690 120.0 120.0 116.2 1122 20" 24• 28" 30• 32" 72" 120.0 109.3 95.3 89.8 mo 20" 24' 28" 78' 101.3 85.4 74.3 20' 24• Be 80.8 80.8 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 1/ MW DIMS. pR, (+) OTt. (-) WIDTH HEIGHT 19-1/8" 26-1/2• 37' 28' 195.0 198.0 195.0 19-1/8• 28-1/2' • • 38-3/6• 195.0 198.0 120.0 18-•/8' z6 -j/2• JI• 50-3/8• 195.0 198.0 120.0 2N/2• • 63" 105.0 120.0 117.0 19-1/8' •2� 2' 74-1/4• 120.0 90.9 t•• D••• •• a • • ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THldl 6 FOR WOIDOW CAPACITIES USE LOWER APPLICABLE VALVES. IJa 61 FROM . < ♦... mium w 8• FROM ENDS AND - #14 SMS AT 6• FROM ENDS 17' O.C. MAX. AT JAMBS 2 0 4• C. MAX. AT HE/ AD SB.L a < < TYPICAL ANCHORS TYPE 'A' OR 'B' �-IVAT w 8• FROM ENDS AND 2 I/2• MIN. I 17' O.C. MAX. AT JAMBS 24" 0C. MAX. AT HEW/SILL t• ,L EDGE OST: 0 M 0 INSTALLATION TYPE '5' INSTALLATION TYPE V 28Y WOOD BACK OR WOOD STRUCTURES TYPICAL ANCHORS: SEE ELEY. FOR SPACING A - 1 f4" DIA. KWIK-CON H BY 'HILTI(Fu.163 lab Fy=187 IM) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 8 - 1/4' DIA. ULT _ N BY 'ELCO' 0;4-177 K9, Ey-155 tai) DIRECTLY INTO CONIC. OR FILLED BLOCK 1-1/4' MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED DOCKS C - 014 SMS (GRADE 2 (3tS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. CONCRETE AT HEAD. SILT. OR JAMBS Pc = 3000 PSI MIN. C-90 HOU.OW/nILLED BLOCK AT JAMBS I'm - 2000 PSI MK U 2.500 .845 as$oa 846 -� PRODUCTRRNMVM' 065 592 "So"', No die Florida E "So"illBCoN t'Z 1 0 • 14 � 'd Acesplonso No a Ssz ,.125 Zola o w r u x 1.436 I 1Batlami Dado t§OduM Coma. .125 .803 Engr. JAVAG AHMAO ° ALUMINUM BUCK OPTIONAL N�AL CCOVER T7�59a a 0 dmWillg Iro. MAR 02013 W98-100 attest 7 of 7 ' w N -'- TYPICAL ANCHORS TYPE 'C' AT 6' FROM ENDS AND 0 M 0 17' O.C. MAX. AT JAMBS 24. O.C. MAX. AT HEAD/SILL � z �I a! o U6g 2.500 .845 as$oa 846 -� PRODUCTRRNMVM' 065 592 "So"', No die Florida E "So"illBCoN t'Z 1 0 • 14 � 'd Acesplonso No a Ssz ,.125 Zola o w r u x 1.436 I 1Batlami Dado t§OduM Coma. .125 .803 Engr. JAVAG AHMAO ° ALUMINUM BUCK OPTIONAL N�AL CCOVER T7�59a a 0 dmWillg Iro. MAR 02013 W98-100 attest 7 of 7 MIAMI.D E t rVIIAl-11-DARE 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) 315-2594 NOTICE OF ACCEPTANCE (NOA).miamidaclego�/economy CGI Windows & Doors, Inc. 10100 N. W. 25'b Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11160 Sentinel" Aluminum Outswing glazed Doors wtwo Sidelites - LMI APPROVAL DOCUMENT. Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets l thio 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation., dated 01-03-13 and last revised on RUL 31, 2013, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 1, single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy pQbLs intire NOA sivall be provided to the user by the manufacturer or its distributors and shall be available for i0specti* Akiie'•toV 4te at; he request of the Building Official. This NOA consists of this paw C aQd bvid= pifgps E- I & E-2, as well as approval document mentioned above. The submitted documdiitati8Mvas Pevi9we& by Thaq L Chanda, P.E. • ••• ••• • • • • i• e. i i• i i NOA No. 13»0226.06 flAhl DA •• Expiration Date: August 08, 2018 • Approval Date: August 08, 2013 Page 1 • . . • • . • • • • • .. • • • . . .. .. •.. . • . ..• • • CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets I thru of 1 I of 11, inclusive sheet 9. 1, prepared by AI-Farooq Corporation., dated 01-03-13 and last revised on RUL 31, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 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 24113.2. 1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc,, Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13 and last revised on Jun 04, 2013, signed acid sealed by Javad Ahmad, P.E. 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co,, Inc. for their "DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Soluda Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16, 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no Financial interest, prepared by Al Farooq Corporation, dated 02/11/13, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. 'festpraposA #t If -$513; dated 04/25/12 approved by RER. . .• . . . . ••• . •• ••• •• • • • •• l;aq L Chanda, P.E. • 0:0 • • • • 0 • 0 Product Control Examiner • • • • • . • • NOA No 13-0226.06 . . . . . . . . .. . • • • • • • • 0. • • Expiration Date: August 08, 2018 • • Approval Date: August 08, 2013 E-1 • • • . • • • • . • • • • • • • . • •. •• • • • •• •• ••. . • • ••• • • •. •• • . FRAME LEAF YMTH WIDTH . Ir•0 / . •fit 72' 38' 004 • • • 80 it _—AL1 .. . . •.._'tri . . l dS •• .1 u •• SERIES in SENTINELSENTIN >. �• APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ••��• lee,7 WITH OR WITHOUT S10EUTES. U SIDE UTES CAN BE ON ONE OR BOTH SIDES Of DOOR. DESIGN Z Z fi � SEE SHEET 1FOR SINGLE OR DOUBLE DOORS LOAD CAPACITIES. ••.I••• SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. U o 2 0 THE LOWEST VALUE FROM DOOR, SIDELIT£ OR MULLION CAPACITY •• • •• •_yrs;♦ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • I I HURRICANE ZONE (HVHZ). to 2 I3 � D.L. CPG. 2 ANCHORS TYPE 'B' AT STME ENDS: TYPICAL ELEVATION DOOR OPTIONS DOORS LOAD CAPACITY — PSF SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL—LAM. FRAME LEAF YMTH WIDTH FRAME mw(_) H£KiHT 72' 38' 37-1/4' 3S' SH" 80 80 TYPICAL ELEVATION -- ---- (XX) DOORS LOAD CAPACITY — PSF DOUBLE (XX) 0608 DIM LAM. or INSUL—tAM. FRAME IFAF VADTH FRUM mwMr.(—)YADTH HE., 'A' 'B' 'C' 72' 38' 88' 80 811 NOTE: b-1 VERIFY COMPLIANCE WrM EGRESS LIMITATIONS WHERE REQUIRED. NOTE FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARPING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FOR QUANTITY HEAD ANCHORS AT STILE ENDS QUANTPPY CHART ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4r 4 4 4 3/8' 8 8 8 i/2" 6 6 npprosed astompiJtag »iW tRt 14" a wmQ"wv"ftc*,, FF i1'JICIItt t�nD��` l dS aS SERIES in SENTINELSENTIN ALUMINUM OUTSWING DOOR W/ SIDELITkS yl N 3p` APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT S10EUTES. U SIDE UTES CAN BE ON ONE OR BOTH SIDES Of DOOR. DESIGN Z Z fi � SEE SHEET 1FOR SINGLE OR DOUBLE DOORS LOAD CAPACITIES. a _ a{ SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. U o 2 0 THE LOWEST VALUE FROM DOOR, SIDELIT£ OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUBtEMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING KOH VELOCIIY HURRICANE ZONE (HVHZ). 1 B OR 28Y WOOD BUW BY OTHERS. MUST BE ANCHORED PROPERLY TO c TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALT. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL MALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DES= OF ANCHORS INTO WOOD ONLY.MATERIALS pnim INCLUDING BUT NOT UWTED TO STEEtIMEML SCRW. THAT COME INTOCONTACT WITH OTHER DISSIMILAR MATERIALS SHAD.MEET THE REQUIREMENTS OF W FLORIDA BLDG. CODE SECTION 2003.8.4E'. R D.L.O. DIMS. � 70582 v ^ D.L.O. HEIGHT - FRAME HEIGHT - 12.875" $ D.LO. WIDTH (X DOORS) FRAME WIDTH- 13.75" b 3 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 (11.3 1 1.3 droving no. DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13—O� SHUTTERS ARE NOT REQUIRED. sheat 1 of 11 37^1/4' 72' z g� DOW FRAME WIDTH DOOR FRAME WIDTH 0 � 2 ANCHORS H i SEE CHART FOR OUANT1IY 8' MAX. �. TYPE W. V OR 'C' HEAD/�LL 3' 6' 3' uu7sLLL AT STILE ENDS CORNERS OCOMM •••• 1 1 1 II 000 C x�� I.SEE SHEENS 1 • / SEE SHEET S ' -- I --_^It ADO AN ADM WNAL ANCHORFOR SPACING THAT EXCEEDS 2i• 13 II BETWEEN HINGES ON DOORS OVER ��• ' it 86• HIGH. j(I • \� �� i ___� 100QE }� de 4 N 4 I 1' It p 11 z Ed ACTIVE v s' ` 1 - 8 Vo M 1 23 1/2• 23 1/9' 23 1/2- 7q /2• O.L. OPO. 2 ANCHORS OL OPO. ML OPO. hgp� QscolaptytAgwDhtlle TYPE '8' 4 ANCHORS SURFACE APPLIED @N AT STILE ENDS TYPE 'B' FALSE MUNTM _ AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR ATI FHINGE (x) XX NOTE: SEE SHEET 1 FOR DOOR CAPACITIES e @or • 0 O ,4 n E%,. JAM TamFIA _ CAN. S tl d. 'l 2093 droWing no. W13-01 sheet 2 of 11 Ryan aNcxoRR A'r artta L� 6uAtsrt'1'x CHART ANCHOR TYP$ SHId 'q 'B' C. i/a• a a 4 3/8' 8 8 8 • • •s.ai l i 1 ! • • I I ! 11 i II II 1 ACTIVE ' Ryan aNcxoRR A'r artta L� 6uAtsrt'1'x CHART ANCHOR TYP$ SHId 'q 'B' C. i/a• a a 4 3/8' 8 8 8 • 144- MAIL 37 t/8° 38" 72- 38 SEE CHART FOR QUANTITY SIDELITE WIDT11 SW£L1IE YAM DOOR FRAME WIDTH SIOELITE WIDTHHEAD ANCHORS Z 3 AT STH3A &YNHLI.tO�N ENDS F 8' MAX. 8- MAX. CORNERS F CORNERSF A - _ �- ANCHOR TYPE 1 SHRs A 'B' 'C' ® a •••• - -' i/4' 4 4 4 $? •••.•• / � i \ 11 it a • ••• • • • • + 1i�_ lir___ Oo i ••• • H• H H J mp ^\ J ii URI ��,,}} 'aA •�p1/ FASTENERS SANE LOCATIONS • • • • • • • • • • c �� SEE O 9 1 - __ S -- /1✓ __ AS ANCHORS SHM ON •/ / / aIr- SHEETS 1 & 2 N • ••• m 4m 4 • • a f� ••• �+ � c // IIS � u • • i •••• • •• \ 1 • '• • • \ j ii/ ii p \ qy N M of ACTIVE r I_ OJACIIVE -. 0 3 M w r t z;E 31 1/8- 31 1/8" 23 1/2' 231/2' 31 1/8- °• U D.L. Om O.L. OPO. D.L. OPG.OL OPo. DL OPO. APPLIED TYPICAL ELEVATION TYPICAL ELEVATION AT ASTU AND BE USED < o) (oxxo) MtrLLroN ENDS INCHES ,ilh� SIDELITE OPTION I o Pmltact Dy t 5 �%ir SIOELITE D.LO. DIMS. 3 m D.LO. HEIGHT =FRAME HEIGHT - 12.875" H D.LO. WIDTH SIFRA TE WIDTH - S' STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY Aa,Ao ? ava C•AJI FLA, PE Q_78982 a JIM �J5U 2013 a.. �. W13-01 sheat 3 of 11 DESIGN LOAD CAPACITY - PSF 4 ANCHORS FALSE MUNTINS SIDELRE FRAME STATIONARY PANEL (0) WtDrH HECK (SIX NOTE SUM waifs INCHES ExT.(+) KT.(-) za eoo BU 80.0soo ss 84 so.o a�.o 36 80A 80A 37-,/e ns '".639 739 73.8 a2 eee ee.e 24 80.0 80.0 = 30 BAO 80.0 3s so so.D eoo 38 eD.O 80.0 37-1/8 77.6 77.8 38 739 73.8 2a eao am 33 96 p,0 80.0 36 37-1/e so.D eoo ne ne DESIGN LOAD CAPACITY - PSF f•1 SWJTE YAM INCHES DOOR LEAF WIDTH WCHES =ELITE FRAME HEIGHT INCHES SMUTS TO DOOR MULTION (SEE NOTE SafM EXf.(a) INT.(-) 24 30 33 38 37-1/8 039 • •42 35 • • 84 0.4D • 90.0 WA 80.0 BOA 80.0 80.0 80.0 80.0 77.8 77.8 762 • 73A 88.8 24 33 39 9, 1/8 son • • 35 • 6000 R 90 • • 80.0 80.0 1t1L' 2013 .8"ileles 84JT 80.0 W13-01 0024 t• • • &ae-1 • 3s • �"••.•• •• 8040•• 804 BOA 877307B .08 Q SIDELM TO DOOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TASTES ON SHEET 1. 2. SELECT LOWER OF 9GEUTE TO DDDR MULLIDN CAPACITY FROM TABLE AW# F- 3. LOWER VALVES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. S 4 e DDDR DOOR FRAME' ti swEX WELITE �m sFRAME / A[ S WIDTH WIDTH WIDTH WIDTHwoHrn e WIDTH- WIDTH fillfill", RASED ON ASTM E1300 -G4 (3 SEC. GUSTS) / S \C J AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 p \ J \ / Cg's J 1t1L' 2013 ara-o. \ W13-01 ahaet 4 of T 1 e WIDTH- WIDTH fillfill", RASED ON ASTM E1300 -G4 (3 SEC. GUSTS) / S \C J AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 p \ J \ / Cg's 1t1L' 2013 ara-o. \ W13-01 C WIDTH WIDTH- WIDTH fillfill", RASED ON ASTM E1300 -G4 (3 SEC. GUSTS) / \C /fill AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 p \ J / Cg's 1t1L' 2013 ara-o. W13-01 ( OX%0) OXO) SMELITE DOOR FRAME SIDELITE DDIN2 FRAME SIDELITE WIDTH !!H WIDTH WIDTH WIDTH END MICR IBJ xw END maim SEE SHEET 3 SEE SHEET 1 r Of0 �3M;1 Z z� F7ofppwW �11mW7rosw1169N 0 x I c.3a. sy kct NOTE: GLASS CAPACITIES ON THIS SHEET ARE c m $ fillfill", RASED ON ASTM E1300 -G4 (3 SEC. GUSTS) + c AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 „ G� 4 Cg's 1t1L' 2013 ara-o. W13-01 r Of0 �3M;1 Z z� F7ofppwW �11mW7rosw1169N 0 x I c.3a. sy kct NOTE: GLASS CAPACITIES ON THIS SHEET ARE c m $ RASED ON ASTM E1300 -G4 (3 SEC. GUSTS) + c AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 „ G� 4 Cg's 1t1L' 2013 ara-o. W13-01 ahaet 4 of T 1 • e • • • • • • • • 6466 • e..• . •• 100e,11111: • • • . P40000 • • • .. 6666.. ••600 f •• •• 6666•• • • • ee ••• •••• •e•e • e••• 6666 3/18` ARA. GLASS • w 0 • • • t •.• •• Me.ff•• BY .EWA OWMAL CO.' 8 • NT r •�51� Lk7( P�V6BY 'EASTMAN CHEMICAL C0.• oil -FL- .094Ss•E-gjRYFW 8Y 'DUPONT* Deese e. • • 313,0- ANN. GLASS i • 0 SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 i � n i 7/10" LX GLASS 3/18' HEAT SIREMD GLASS .090 SAFl.E1C PYB BY 'EASTMAN apowM. CO.' WERLAYERS.075 SAI CP til' 'EASTMAN CHEMICAL C0.' fLLL .ASO SEMRVMM BY 'Dt my 3/18' HEAT SIREN'O GLASS 9UCONE DOW CORNING 995 DOW CORNING 899 GE -1200 14 ii \ / 7/18" IAM. GLASS GLAZING OPTIONS 3118" TEMPERED GLASS 3/8' AIR SPACE 3/18' M04FALED GLASS .080 SAFLE% PYB BY 'EASTMAN CHEMICAL 00.' NTEIBAYERS .075 SAFLEX CP BY 'EASTMAN CH M1CAL CO.' L .090 SENTRYGLAS eY •ouvoNT• 3/18' HEAT STREWD GLASS SILICONE DOW CORNING 995 DOW CORNING 889 GE -1200 i@ r AIR SPACE CONSISTING OF: ST. STEEL METAL SPACER AROUND \ / THE PERIMETER OF THE GLASS. Uf cNm1AYU8wTth the t" OVERALL INSUL, LAM. GLtSS e� droning no. 11 W13-01 iffy me OR ORY WOOD M= oc rnsr. / sF� NOTE SHEET 1 FE �/ wo00 STROCTURE a. SEE NOTE SHEET' 1 (:GNC_ (i'fid�' :.. y . EDGE TYPICAL MC1K� TYPICAL ANGHGRs SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING M _AL ANCHORS • ELEVATIONS FOR SPACING EDDA�LION APPROVED CUPP!� SEE SEPARATE NQA �- •• eCONGlET�' FOR .' ' SPACING � •• • • / • Q ,��m TYPE 'A'- /4" DIA. ULTRACON BY TWO' (Fu=177 KSI, Fjw155 KSI) • INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR MASONRY + . i f 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .. . 3 • 1-3/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 414 SUM SMS OR SELF DRILLING SC9E+A"5 (FU -100 KS1, fy=63 K5) 2 i i INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES (HEAD/SILL/JAMBS) pl r1 i• 12 •• • • 4 gy��� • •• 13 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOL M/FILLED BLOC( AT JAMBS T'm - 20W PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. *000 �P ap SEAL ALL JOINTS AND FRAME CONNECTIONS SEALED WITH G£ SCS2000 SILICONE SEALANT.i....� 013 DOOR DETAILS • • • •••• •• • is ••• i8 • • • 0 10 'i a ' 0 W i iffy me OR ORY WOOD M= oc rnsr. / sF� NOTE SHEET 1 FE �/ wo00 STROCTURE a. SEE NOTE SHEET' 1 (:GNC_ (i'fid�' :.. y . EDGE TYPICAL MC1K� TYPICAL ANGHGRs SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING M _AL ANCHORS • ELEVATIONS FOR SPACING EDDA�LION APPROVED CUPP!� SEE SEPARATE NQA �- me MUST SUSTAIN LOADS IMPOSED BY GLAZ= SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. / o Q ,��m TYPE 'A'- /4" DIA. ULTRACON BY TWO' (Fu=177 KSI, Fjw155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) iffy me OR ORY WOOD M= oc rnsr. / sF� NOTE SHEET 1 FE �/ wo00 STROCTURE a. SEE NOTE SHEET' 1 (:GNC_ (i'fid�' :.. y . EDGE TYPICAL MC1K� TYPICAL ANGHGRs SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING M _AL ANCHORS • ELEVATIONS FOR SPACING EDDA�LION APPROVED CUPP!� SEE SEPARATE NQA FOR iilh�wpprov�d8t oilwhhtW ff�!!ltsl � J, I • N n� 0� zz'I 82m drawing no. W13-01 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZ= SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. o TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- /4" DIA. ULTRACON BY TWO' (Fu=177 KSI, Fjw155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (FU -177 KS, "155 KS1) DIRECTLY INTO CONC. OR MASONRY 1-3/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 414 SUM SMS OR SELF DRILLING SC9E+A"5 (FU -100 KS1, fy=63 K5) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOL M/FILLED BLOC( AT JAMBS T'm - 20W PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. �P ap SEAL ALL JOINTS AND FRAME CONNECTIONS SEALED WITH G£ SCS2000 SILICONE SEALANT.i....� 013 DOOR DETAILS FOR iilh�wpprov�d8t oilwhhtW ff�!!ltsl � J, I • N n� 0� zz'I 82m drawing no. W13-01 a IBY WOOD BUCK 0 .. SEE NOTE Sim 1 (� • ACTIVE LEAF i Qan' 2 • • • • • • ° ' TYPICAL ANCHORS li• t1'RI�A. ANCHDI$ • • : ` y � SP O 1i�� "4Q sEE EIEv • • (� a • • FOR SPACDiR • • r ' •••♦••--------- ..o - gaq ••• --00-06. v 0 c 0 • • 7 18 T 16 • ♦ • • • • 28 D.L OPO. •'• +` • METAL • • EXTERIORSTRUwkh1M ••• T•• •••••• LFA:'tEDTH WfiH�DFAO BLT � �?a • • SEE SHEET a(� a{ • • • DOOR FRAME WIDTH ... 0000 . . BYt 'y:�� 2• .... W TdAX. 8 SHIM _ 1/2' MAX.-, 3 POINT LOCK N 7 Sw1a O O Ta 91Ka.T OR WOOD BUCK Q3 N M CONCRETE . FLUSH BOLT � wow S Sf 1 OR'.. `-' ZZ3 �e'3 MASONRY' ACTIVE ISAF INACTIVE LBAF o • 18 O -- TYPICAL ANCHOR 22 SEE ELEV FOR SPACNST: s' 24 19 O 6H 6 e• —_ Q •. 7 7 T � ANCHORS >6 D.L. OPO. FOR SPACING @ 19 D.L. OPO• EXTERIORHIL LEAF WIDTH LEAF W10TH DOOR FRAME WIDTH �oca O n ON, JAM AM=FLA FE 3b CAN. 3aT W drowinq rro. W13-01 DOOR DETAILS sheat 7 of 11 TYPICAL ANCHORS y�U SEE ELEVARONS EDGE DSL . FOR SPACMDG ei 3 • '. 6-. - •e .. .•'�MCREiF� • ' z i +''41,41••• F OJ • • 4141 � O� 4141• �� • • 41 • • • 12 D • 4141 4141 I3 Oil4141• W :4141 • 4141•••• Q • • • • • • • • • • Yl+ Z((lQQ�cgQ$� 000 641641 W 6 too: • 4141••• 414141 41• 41 41 4141 m • 41 26 I1r MAX. MKRNG JAMB FASTENERS • • • • • • • • • •FOR 41 • • SHIM " • S 2 SEE DOOR SPACING 18 E'• t7 1 & 2 41 • • OR ON SHEETS Ojj^^ MASONRY, p a °s N o oI JIM. �^ 0M I y(Z Z � EXTERIOR 4 28 O.L OAC. LEAF N9DTH SNDEUTE WIDTH DOORF SINGLE ()g 72" MA%. DOUBLE W FRAME WIDTH ° pt g TYPICAL ANCHORS �_tOmt U'lugwlt68w c SEE EIEY. LAPPLY FOR SPACIO SEALANT BEFORE MAIWD - Sy t hcc �i�•�� ib m NOTE: UMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" LL c < 12 0 NJ M ~ E^0 JAVAD MWU— • g3 e CIVL \ PE C.AH c 3 35382 8 •� c v ' ° '�•�: -" - 3 '13 drawing no. L EDGE DIST. � ANCHOR FOR SPACING SIDELITE DETAILS W13-01 11 sheet 8 of 11 • • • • • • • • • • BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS o F a� $ • • tfiLao a� • • • O M a • • 0ico � • : aR3 �YI s • LL x� NOTE., & 1t�E NOT USE i • • • • LOCKING HXRMRE • • • • •. °o W AR O iC 0 a �g 0 -�� 0 SCREWS >noa•I�A7R1ax1! � n Ems: UWAD AWM '� 8 CAAFLA. PE /L CAN. JX2 �. ,1 .013 drowto W13-01 sheat g of � 1TQ a PART Ru. DESCRIPT@1 NATENN. wulc. RENAQXS I CGI- fella£ HEAD A110 50.1 b083 -T6 CGI fxfRUliR E CA -190• flrAifF .IAIiB 6063-i6 CGI EXfRUnR 3 S45S ED SiDEL1TL•iFAO A� 6063-T6 C61 EIRRUOEN • 4 CGI-tY/ F7iEL ST S[OFLI .IAhB 6063 -ib CGI EXTNIIOER DFAD&E.T !ACTH LEAF) • • RATING SN.LITE JARB 6063-76 WI f1tTR00ER �XIfR 9Y 5[H. -193 PAN0. BAB. 6063 -Tb CQ EXiAlIOER •�tNpiAl. CQ -IM PARR YR!♦C•.41T� 6ffi3-T6 C6I EXIAUDER 812220 Gb-199 SftAR 6963 -Tb CGI EXIRIt➢ER iXBBIT LEVER aRADTrvE LEAH •GFi!• • • FRAtff FgpD ANOgLL CREV COVFR 6Mi3-15 CGI EXTRUDER vmv� -192 iRANE ASU B SCREY WVFR 6963 -TS LG! EXiRU•R' Cf�-�i• • 7/16• GIAS�f�tgjll;� 8E6D 6063 -TS CM £X1�ER SCd-F23 • I• GLAS�A.HZR)G liA! 6963 -TS CCA ExiRUDER BLOCX 6•i3 -T6 CCd E%TRUBER6063-15 Ctl EX/RIIDER -588 67Bfl1 6063 -TS CGI EX1R1®FR Rf�iNs. . . oEsaDPtmv 7WTfB00. 7BR6l: RENARXS C!R • 3 POT Lp0( ASSEMBLY !ACTIVE lfN7 CG[-O1ST0.Y USED BY fAl. OPTf@S CGf-12M FLIISt�i ASSElI&.Y QNACTM LCM CGS-Q6T64 USEp By M1 OPfIDVS �T16V I S{53 PASS ACTIVE LEVER 4X:TM LflA7 BALWON 350 FDAN crco:r S45S ED EIRWT LEVER CMKTIVE LEAF) &YDYMI OPTIDVAL 823! DERD80.T 41CTIVE LENT BNSYW U.7BAFNT Qt EOU1V 6 TIDR 2 J060 DFAD&E.T !ACTH LEAF) OfXFER 8T SR. .Is7 X 500 xa41 PILE V'SIRRO'rPBSi JIO 1CR605 ACTH LEVER (ACTH LWT �XIfR 9Y 5[H. CH -0-3 d0 i6R60S CI!!IY LEVER DIiaCT1YE LENT OEXifR BT SCR. •�tNpiAl. 6"f IDR 3 OB2110 DEAD80.T (ACTH LENS COPPER CREda BRRSS 812220 ACTH LEVER 40CTM LCAF7 OPER CAEfN BL22� iXBBIT LEVER aRADTrvE LEAH EDPPER � OPTmVN. ITEM X PN:T Na TIO! RERARXS 18 ! 14 % 3N` HE% HEAD TQCS - lAX7.BB1 A7TACFNERi XAWF. RENAQAS l9 ! 6 x 1J2' PAN HEAD SHS - AS1R/UiAL ATTACM6iNT !B' FAD! UlOS >'0 A Rl X i U4` PH SNS - ASSEI•LY 3 PER CQR1�R ITEM CODE PAiT Nn DESCRiPT10i1 MATERIAL XAWF. RENAQAS 0 NIB - £BANE EDAM aXEsaLRY BB PP R6 350 FDAN crco:r £GAN 23 IB Y9332UXi d87 x 320 11EAINERSIRIP PILE Y! CENTER fIR Vm. U.7BAFNT Qt EOU1V a>r w v3332DAii .Is7 X 500 xa41 PILE V'SIRRO'rPBSi v6a W FIN 1XiRAFAe GN ECIOV 2.i R9 CH -0-3 xRxA: <4 1/2' X 49 p19BOLTGq CGI-CUSTLL4 PSA @ AB890-US32D MlXi <4 1/2'X{'7 BRRSS NaGER ZSB 101 MDSE C4 1/2' X 47 SB HAQR FZb N4 Cq-382V fiAZI1S BEAD BULB Vp7Yl CGS-CI�ION . liT 3/8•-l6 FULLT TlpEACfO l6AI - SEClEffO V1TH 3/8' HETI MIT 2BS PLATED A-.blT AS=*edt • 5 004 0 40 • • • • • tw: a nsay LWW AM a 8 • • • • n C ••• •• •• aca 0°T�grc ••• •••• •••• TzFj� • • • eoa �— ••• •• • •••••• ° r1023/4'Pll 91S Yd • • • • • • • o FWdO°It • • TIP 04 •• 0 19ud a cn C /Deedbeit 171 N." M* N ■ I/2 PN UA p r7 To'ydeca GZ Z 0 Ta3pTace Fl°ahhdt A ffft C:� ftd ogre 0100' TOP SECTION SHON $gg (BOTTOM SI611l.AR) c Approved etoompll►ns"a lbs Floshbolts (Inactive Panel) x $ Top & Bottom Pnvy / 6 n r !! 4 e„qr: rawa axuaa M JUL" 2013 drawing no. W13-01 CGI CUSTOM 3—POINT LOCK citreetuof 11 3e125 .750 .oez 1.025 .100 ,587 �. � 6 • ® FRAME COVER �1 DOOR ```^" SIL .828 •. • • • t587 • • • • • • • ,.625 .� • ... � 13 SILL COVER 8.438 • • • roW5 •• • • • • • • • • • • .469 •• • .07s 1 b O SIDELTTE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER .328 H.21 70 18 ASTRAGAL ADAPTER O TOP & BOTTOM RAIL s soo 080 1526 , , 4.4SS �1.440 ';� O HINGE & LOCK STILE O18 SHEAR BLOCK SHEAR BLOCK PLATE to I o DOOR FRAME JAMB SIDELTTE FRAME JAMB .67s tact .ees aso .2so 1.184 oeo to COW GLASS STOP (LAM. GLASS) E.V. JAVAO AM 120RA. PE N S2M 7.465 .:as5 � t � 1'!!qg .870 U V,a t.t6a SIDELTTE MATING JAMB GLASS STOP (INSUL LAM. GLASS) hpprmld al! Mm�ppt,�yiysg w4b tAt f70�9•!Rta/!�/ MIA t Prndnct ..newt I z ;i EJ irming no. W13-01 804• - w '• ! •"�_ LEAF TOP & BOTTOM CORNEA HOLE SIOELITE JAMB CORNER TOP & �TTOM SIDELITE MATING JAMB CORNER TOP & BOTTOM CML FIA. C.A.H.PE' ��938 B. 7082 Plat at comms gate tct Pla a 2 •. Ze 13 N w t �lY.... {�iP1Rl��a arowtny na. W13-01 ASSEMBLY FASTENERS TO BE INSTA= PRIOR TO JOINUT MATMB JAMOS •••• 11 ••• •� • • T HOLE CAPSEE • • • 1004 FAST FFOR��AL 2 804• - w '• ! •"�_ LEAF TOP & BOTTOM CORNEA HOLE SIOELITE JAMB CORNER TOP & �TTOM SIDELITE MATING JAMB CORNER TOP & BOTTOM CML FIA. C.A.H.PE' ��938 B. 7082 Plat at comms gate tct Pla a 2 •. Ze 13 N w t �lY.... {�iP1Rl��a arowtny na. W13-01 0 MIAMI -DARE MIAMI -DARE COUNTY, FLORIDA 6 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) 315-25" NOTICE OF ACCEPTANCE (NOA) www.m9amidadLg2vleronomv CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami --Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modlfy, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31, titled "Series 150 Sentinel Alum. Sliding Blass Door' (L.M.I./ S.M.I.)", sheets 01 through 16 of 23 including 6.1, 6.2, 9A, IIA, 12.1, 12.2 and 15.1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section 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, modellseries, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. Confidential 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 thls 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 distributoVdhd'ftljbo ayapa§le foriespection at the job site at the request of the Building Official. This N09 revisal NAA Na W821.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well asWpreval doaur$eAt itieiltiva8d above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-1121.08 t3 auNry :: Expiration Date: September 22, 2015 • • f��`'....:... Approval Date: February 1 3, 2014 �r� Page 1 :., CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0821.16) 2. Drawing No. W10 31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.I./ S.M.I.)", sheets 1 through 16 of 23 including 6.1, 6.2, 9A, 11A, 12.1, 12.2 and 15.1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS I. 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, Type "C" sliding door, Grade 10, per ASTM F 842-04 and per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of Alum. SGD 2 -Track prepared by Architectural Testing, Inc., Test Report No. ATI -C0733.03450-18, dated. 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 12-0821.16) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Alum. SOD 2 -Track prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-1208-09R, dated 02/09/11, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 11-0303.02) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of Alum. SGD 3 -Track prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080-1208-09, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.1 S) E-1 e Jaime D. Gascon; P. E. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 i CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 11/14/13, prepared by Al-Farooq Corporation, signed, sealed and dated 02/04/14 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interiayers" dated 03/28113, expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by Al-Farooq Corporation, dated 11/14/13, signed and sealed by Javad Ahmad, P. E. 2. Proposal No. 11-1225 issued by Product Control, dated 11/2/11, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 12-0821.16) 3. Laboratory compliance letter for Test Report No. ATI -00733.03450-18 (2 Track), issued by Architectural Testing, Inc.; dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 12-0821.16) 4. Laboratory compliance letter for Test Report No. RTL --0080-1208-09 (2 -Track), issued by Hurricane Test Laboratory, LLC, dated 02/09/11, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 11-0303.02) 5. Proposal No. 09--1073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. • • (S'abrUted under previous NOA No. 10-0510.1 S) •see • • • • • • • • •f ^.� 0 so Jaime D. Gascon; P. E. Product Control Section Supervisor • • • • • • • • NOA No. 13-1121.08 • • • • Expiration Date: September 22, 2015 . .. .• •. . •. • • • • • Approval Date: February 13, 2014 E--2 • •• •• • • • •• •• ••• • • • ••• • • CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report No. HTL4080420849 (3 Track), issued by Hurricane Test Laboratory, LLC, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.13) G. OTHERS 1. Notice of Acceptance No. 12.0821.16, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150 Aluminum Sliding. Glass Door w/ wo Reinforcements — L.M.I.", approved on 12/20/12 and expiring on 09/22/15. E-3 Jaime D. Gascon, P. 1. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 �m t4h6• SHUTTERS ARE NOT REQUIRED. SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ABY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 9- • D.L. OPENING D.LO HEIGHT - DOOR HEIGHT — 9 11/16° OLO vnDTH m PANEL_ WIDTH — a• REFER TO PAGES 9, 9A, 11 & I 1 FOR WEEP SIZE PRODUCi'RBVISED as muoyGl8 rdib am PIm81a DWId "8 Codo INSTRUCTIONS: A y • 08 USE CHARTS AS FOLLOWS. ... STEP 1 DETERMINE DESIGN WIND LOAD RE0ti6tEMENi BASED �o nct Coi ON WIND VELOCITY, W.W. HEIGHT. WIND ZONE USING APPUC S E ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACDY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION STEP 3 WITH DESIGN RA7= MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND J SHALL APPLY TO ENTIRE SYSTEM. o 0 N M o3M�, z 2 LAMINATED GLASS AND a = LAMINATED INSULATING GLASS °o o q LARGE/SMALL MISSILE IMPACT F 70582 gI A� drawing no. jfvf / W10-31 • 190 9/18- I V • DOOR FRAME WIDTH • ii ii H1 J1 �� n IL __=-yt-===ter-=== • • • • ANCHORS 114 PAM _ PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY Ur MAX. a �r o $ � • FALSE MUNTIN AT HEAD/SLLL/JAMBS 8' MAX SEE CHART ON SHEET 8 HEAD/SILL 11 II • • • • • • • I 1 AT STILE ENDS FOR CAPACITY SHEET 8 F 11 11 1 II • • • • •• • • • • Al C1 8" MAX. HEAD/SILLo 8 •••••• CORNERS11 0. 1 F 11 8� At .... •••• . • • . .It AT INTERLOCKS OPTIONAL m a a .... ... • • • SEE SHEET 7 FOR CAPACITY 3 4 6 a••• ••goo • • • • m// // - _ _ ease s• u� 0� a W a 03� ZZ�� Loll 42 1/8°42 1/8^ 53 r3o_� 8- 8. D.L. OPO. D.L. OPG. (1) BEEP aIISIER (z) BEEP wmm 1n $ � 48 1/a 48 1/8- PANEL WIDTH PANEL WIDTH (2) UP 02M (2) UP WMU (1} Tw wim (4 o TYPICAL ELEVATION (TESTEp UNIT) REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. D.L oPEMNc ro a (a a D.L.O HEIGHT = DOOR HEIGHT - 9 11/18' D.L.O. WIDTH - PANEL WIDTH - 8" o W w u x 0 a 4 Enn AVAD AHIM0 CIM FIX PE ism PRDMas '�5 lyyIIng uim 1861II: Almide BuDdiva Cale A .ti Aocepltuloe Nn 3' .08 "�' N r '2 201 droaillQ no. W1 0-31 A918n1TII•]e4-�� sheet 2 of 18 I • • ii ii H1 J1 • • • • n IL __=-yt-===ter-=== � 11 11 11 II II II II 11 I 1 11 11 1 II B1 Q1 • FRAME WIDTH �.0 PANEL MOTH M Q Q • l • ••• H • •r B •e• •s d ft sass • • • i Qr }; a • . sass.• � � h (l YI f��j sees .xxx•. EXTERIOR O is Q ......oxo . . • • 0 ��a • :. • • • XXX (REVERSE) y •..• ••.• sees FRAME WIDTH • • e • • see* ease z�— •0 6 000 POO , Ila� • i i pqN� • 00041 OXxxxx (SHS) EXTERIOR O PANEL WIDTH O FRAME WIDTH 0 PANELVADTH N ^ $ '=NX lz M a H 03Mm za rq0 i o XXXXXX (SHOWN) EXTERIOR OXxxXO APPROVED CONFIOURATIONS c NON—POCKETED DOORS (NON—MWORCEO SHOWN) a g THREE (3) TRACKS t�§ �$ $22 . . o 0 C,N, CAN. Jsse7arsx PR01?UCCITE±V181� os aomptyl»OtVIIGtLoRIdtTdo � AtwpNo 3 • ©Q,j f' drawing no Dom o 1,SA�, 09�a W 10-31 tin �p„�•�q � sheat $ of48 L • • • • • • • 0 DOOR FRAME VIM ANEL WIDTH M 0 3 • ' • • H L 1 g 1 Goose 1 • 1� 6 as • e HNT! 1 I • 6666 � • iS = !RQ- :.00 i----L EXTERIOR G 6660•• • • •••s p j)X(,�pr••• • , Qa • 6666 6666 XXXP 6606 C • • • • • • • . • • • • • DOER FRAME WIDTH Z •••: • •••�TH 4 0000.. • 41120 ... • .. •6e LAHIC14 ice• 0.• 0J •0 H• �i i� G,i � J O ---- --- ' I---7O w PXXXXXXP (SHOWN) EXTERIOR a Mu�in$ DOOR FRAME WIDTH 0 a 03 Zz� r---- � a V�� 1 J H 1 I� lr 1 46, c t ggOhg a � � x PXXXXXX(SHOWN) EXTERIOR PANEL WIDTH • PXXXXXO XXXXXXP v OX)OMP POCKET CAVDY NOT BY COI $ $ $ $ $ NOT PART OF THIS NOA APPROVED CONFIGURATIONS m P < POCKETED DOORS (NON—REINFORCED SHOWN) THREE U TRACKS c o W ayu n= POVAM ARE NOT PART OF THIS APPROVAL ' AND TO BE REVIEWEO BY AfkL o Eear. CML 11A PE �Ssae7 2 ' PRODUCTIUMSBD ' as —PI9i@ wm Ola Ftaft ik AOIws � 3fj ^ L►��y:�l �Qs -� droving ao. 1•:xpQettiaA.nwlo`�ie�'--'"� Zflf4 W10-31 �� aerA,aaacapl+n Sheat 4 efts �: t 9999 9999 . xo () : . • OX 69660• ••.9• . 99 0000• 9.• 99 .•• •• 9999 •.•• . k ••• 6• 0 •• xx 96•0 6999 • 99.9 J C 0 OXO (SHOD) OXO (REMM) J7 g 0 OXXO XXXX(SIM0.AR) l' APPROVED CONFIGURATIONS TWO (2) TRAC a i • POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA Il4 in DOOR FRAME WIDTH �Y o _ Z i { a son: 00 •�c0000 0 • f ' • • I d' a • • i M • • • • L-- EXTERIOR ••••-i'_ • •• �y Q 000004PX(SH • 0:0 • • TCP 900::9 DOOR FRAME WIDTH j *00: • •Y•. • • • i -- 1 am .t SS • • 1 • • • • • 1 FS, • Ia, POCKETS ARE NOT PART OF THIS APPROVAL • M• • • • AND TO BE REVIEWED BY AHJ. a • • • • j • • • • EXTERIOR • • • •PXX(SHOWN) XXP DOOR FRAME WIDTH 1 Jt I I xI n j$ EXTERIORo- PXXP DOOR FRAME WIDTH O 1 80 RIP LL— L-- __J 1 EXTERIOR $ $ $ PXXXXP DOOR FRAME WIDTH r--- gc w sox 1 O 1 1 kJ7 6 l r o j m p g g I S� Engr. dA� A MAO ild i6__ FLA.PEN. 70582 t L # I L--- EXTERIOR PANEL TRDTH PXXXX �mec�lo>t�e / PXXXO( ) APPROVED CONFIGURATIONS Gi .6- �8 / Mi �f �.y drawing no, XXXXP (NOW -REINFORCED SHOWN) l r imt f � POCKETED DOORS \:' W10-31 OXXXP TWO (2) TRACKS t4ianil P —11 to etcoauo � e 8 at16 XXXXXXxx (SHOWN) oxxxxxxo XXXXXXXX (SHOWN) oxxxxxxo APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFOMED SHOON) FOUR (4) TRACKS �Lu PRODACTDaM D7 asoonydyt vddidn,Fiodds Du3lding Code e Aceepumca ry3" a0 8 a�,umaronate nihmd Dade Product Centro 0 t dmwtng no. W10-31 L 0000 o• •.• •0•• • • • 0000 •:0• .....(r•.. . ... •.. xioo 0000 • 0 S 5 XXXX (REWM)o • • Soso 0000 XXXXXXxx (SHOWN) oxxxxxxo XXXXXXXX (SHOWN) oxxxxxxo APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFOMED SHOON) FOUR (4) TRACKS �Lu PRODACTDaM D7 asoonydyt vddidn,Fiodds Du3lding Code e Aceepumca ry3" a0 8 a�,umaronate nihmd Dade Product Centro 0 t dmwtng no. W10-31 • DOOR FRAME WIDTH 4 `% P NMTH 1a� o_ z $ 1 1EIRE Exi� N 000000 • • • e •••• • *000 • • • • XP XP i .. i . • EXTERIOR 00000 • 0000 • 000000 FRAME WIDTH (L 21151 •.•• • • • • • • . • PANEL WIDTH • j• T ;.e •.• •• J� H Y �® M 5E I PXXXXXXXXP (SHOWN) EXTERIOR 3 n g FRAME WIDTH O 3 m PANEL WIDTH Z Z GI r --it I o 53 I O 09.4 I J H 1 [11 71 K I V. &A c M L_-� PXXXXXXXX (SHS) EXTERIOR FZ PXXXXXXXO XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI 40T PART OF THIS NOA of APPROVED CONFIGURATIONS c �^ 0 POCKETED DOORS (NON -REINFORCED SHOWN) S g n� FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL o AND TO BE REVIEWED BY AHJ. JAAHlND ;a FUL FE %7 �y PRO wiWt6o PlorGtn ' � � � 5 BmldingGoda / . •1' Aweptanoallo 3 *� �t drawing no. W10-31 Mlam a uce i sheet6.2af1 • • • • • 1 • • •4 DESIGN IAAD CAPACITY - PSF (GLASS) 3/16" ANN. GLASS 3/16' ANN. GLASS GLASS -TYPES GLASS TYPES Composites Glow Intarlayera With PET Cord 'A' & 'A3' '8' & '81' U 'Eastman Chemical Co.' INTERLOCKS 1NERRIACES ma wm ODOR 161Ra W/o Rm- I= REINF. Huta Omar .' O,R,(_) Ew + WT.(-) 24-1/6 • REQUIREMENTS TO BE 60.0 800 SDA REVIEWED BY RFW. DuPont DeNemours & Co. 80 0 80 0 0 36-1/0 3/1li" HEAT STREN'D GLASS 80.0 60A e•0 a= 4�so • � 514 �A 8A0 DOW 998 48-1/8 DOW CORNING 80.0 1/8 _Ba0 �A 80.0 98" 10 am Boo 600 30-1/8 • •o" GOA •90.0 e0A BOA 80.0 as" � 4� i/i00.0 La10 48-1/8 • 10WA4/BO.O ego s -1/! do BDA a" Q=2 60.0 60.0 30-1/6 80A 60.0 SOX8 8D.0 1A 90 • w o eco o 42-1/8 80.0 46-1/8 80A BOA •80A1 8•A 80.0 A 30-1/8 •• 80A 80.0 80.0 36-1/8 se BOA Sao 8a0 Bao 42-1/8 60.0 60.0 80.0 9" 46-1/e 80.0 80.0 80.0 BOA OAT SETTING4 POINTS ON MES 0 S WIDER THAN 36° A 1 0 EPOM i OUROMETER 85*5 [r WX G�S�E 7/16' OVERALL LAM. GLASS 1" OVERAU INSLA. LAM. GLASS BLOCKS PUNTS ALL SIZES ER 85*5 GLASS CAPACITY CHARTS II AIR SPACL+ CONSISTING OFOF: SPACER .0043" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. 3/16" ANN. GLASS 3/16' ANN. GLASS .078" 'Saflax CP-Satlex and Saflex HP .075" 'Sails CP-Soflax and Soflex HP Composites Glow Intarlayera With PET Cord Composites (lase Interloyere Wfth PET Core' U 'Eastman Chemical Co.' 3/8' AIR SPACE by 'Eastman Chemical Co.' .090" 'Sof lex Clear and Color Claes inaDtayera' .080" 'Soflex Gear and Color Glass Ine}rtayere' by 'Eastman Chemical Co.' by 'Eastman Chemkol Co.' APPLICABLE FBC EGRESSor 090" 'DuPont SentryGloa Interlayer 3/18" TEMP. GLASS Or A90" 'DuPont SentryGlas tnterloyar' REQUIREMENTS TO BE M E.L DuPont DeNemours & Co. by EL DuPont DeNemours & Co. REVIEWED BY RFW. DuPont DeNemours & Co. try E.I. DuPont Dolan, rs & Co. 3/16' HEAT STREN'D GLASS 3/1li" HEAT STREN'D GLASS JESIUCON 1200 DOW CGE ORNING 899 GE SCS 1200 DOW SILICONE 888 Z 52 DOW CORNING 995 _ � 514 DOW CORNING 995 - OAT SETTING4 POINTS ON MES 0 S WIDER THAN 36° A 1 0 EPOM i OUROMETER 85*5 [r WX G�S�E 7/16' OVERALL LAM. GLASS 1" OVERAU INSLA. LAM. GLASS BLOCKS PUNTS ALL SIZES ER 85*5 GLASS CAPACITY CHARTS II AIR SPACL+ CONSISTING OFOF: SPACER .0043" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. M SETTING BLOCKS AT 1/4 PUNTS ON LITES WIDER THAN 36' EPOM 101'1 � OURChOM 85*5 i>•1 1 GLASS TYPE '13' 7/16' OVERALL LAV. GLASS GLAZING OPTIONS PRODUCE w FOR STD. SILL WITHOUT RISER LIMIT EXT. (+) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. (+) LOADS ARE 80 PSF a 0 M GLASS TYPE 'H1' 1" OVERALL. OWL LAM. CLASS BLOCKS PUNTS ALL SIZES TER 85*5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION D[P,LARATORY STATEMENT DCA05-DEC-219 JAM 7*m CIV0. FLA PE 78582 N CA 0 a 3rahvmg no. W10-31 3/18° HEAT STREN-0 GLASS 3/18' HEAT STREWD GLASS " 'Saffex CP-Saflox and Soflex HP .075' 'Saflex CP-Satlex and Saftex HP With PET Core' Composites Gass Interlayem With PET Core' 3/8" AIR SPACE br'Eastman Chemical Co.' or " 'Soflex Gear and Color Glass Inetrlayerd .090' 'Saflex Clear and Color Gloss Inetrlcysrs' EastmanChemical CO. by'Eastman Chemical Co.' 3/16° TEMP. GLASS Or" 'OuPont Sentrygas Interlayer' \Soig� 090' •DuPont Sentry= Interlayer'.I. DuPont DeNemours & Co. try E.I. DuPont Dolan, rs & Co. 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 1200 SIUCONE GE SCS 1200 DOW SM CG�IG DOW CORNING 895 DOW 998 DOW CORNING M SETTING BLOCKS AT 1/4 PUNTS ON LITES WIDER THAN 36' EPOM 101'1 � OURChOM 85*5 i>•1 1 GLASS TYPE '13' 7/16' OVERALL LAV. GLASS GLAZING OPTIONS PRODUCE w FOR STD. SILL WITHOUT RISER LIMIT EXT. (+) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. (+) LOADS ARE 80 PSF a 0 M GLASS TYPE 'H1' 1" OVERALL. OWL LAM. CLASS BLOCKS PUNTS ALL SIZES TER 85*5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION D[P,LARATORY STATEMENT DCA05-DEC-219 JAM 7*m CIV0. FLA PE 78582 N CA 0 a 3rahvmg no. W10-31 • TYPICAL ANCHORS TYPICAL ANCHORS _.. IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS AT MTO. STILE & INTERLOCK ENDS 28Y WOOD BUCKS AT UTO. STILE & ATENDS TYPICAL ANCHORS IN CLUSTERS SEE CHART SEE NOTE SHEET 1 SEE CHART ANTERL • '• FOR BIUANTITIES: a ' . • ••• w FOR QUANTITIES -I By WOOD BUCKS SEE NOTE SHEET T & CK ENDS-\ SEE CHART ","... '' �DISf. FOR QUANTITIES T. 80.0 80.0 - 80.0 • EDf:E dl : TF I • I 1 1 I ANQHSR�TYPf•A • • ANCHOR TYPE A ANCHOR TYPE B • • • i (PITO �T � BUQKS • • • • THRU 1 BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE • OR WOQ9 STRUCTURES • • • • • • INTO 3 KSI CONCRETE • • • • • • • • • • • • WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND • • • • • • • • SEE EtQb.fdR -t-TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: I�WG lose • • -a- - •--- -AT HEAD- - - - - -I (- - - - - -AT JAMBS- �1YpE 'q - t AI'•dtiA! Ln 7RA(ON BY 'ELCO(F-177 KSI, FY -155 K51) TYPE 'A'- 1 /4' DIA. ULTRaCO 1 BY 'ELCO' (Fu -177 tom, FY -185 MO THRU 1BY BUCKS INTO CONCRETE ' I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN, EMBED INTO CONCRETE 1-3/8' MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE I I THRU 1BY BUCKS INTO CONC. OR MASONRY I 1/2" MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" DLO. UI TRACON BY 'ELC:O' (Fu -m KSI. FY-Uls M) I I TYPE '8'- ,I/4' DIA. ULTRALON BY 'ELCO' (Fu -177 K51, FY -155 KSI) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED I I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- #14 SMS OR SELF DRILLING (GRAM 2 CRS) TYPE 'C- ,414 SMS OR SELF DRILLING SCREWS (MMM 2 CRO INTO MIAMI-OADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I 1 INTO MIAMI -DADS COUNTY APPROVED MULLIONS (1/8' THK. MIN.) I INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 38 KSI MIN.) I I STEEL : 1/8" THK. MIN. (Fy = 36 161 MIN.) I ALUMINUM : 1/8' THK. MIN. (8063-T5 MIN.) ALUMINUM : 1/8' THK. MIN. (8063 -TS MIN.) l (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUM OR PAINTED) L .- - - - - - - - . -." - -J � - - - - - - a dln8 �c1&WthoMm(d6- -I [j- -AT STILL - - - - Accept -No ©g TYPE 'W- ,I•[$ DLA_ In TRM'014 BY 'ELOO' (Fu -177 KSI, fy-185 K50 I INTO CONCRETE OR MASONRY - 1' MIN. A r DIRECTLY INTO CONCRETE INTO WOW STRUCTURE - I' MIN. INTO METAL STRUCTURE - 3/4' MIN. - 1_1/4" MIN. EMBED 1- - - - - - - I CRETE AT HEAR SILL OR JAMSS Po - 3t001P5H J 1 «C1°T �' SIL RISERS C-90 HOLLOW/FUEO BLOCK AT JAMBS Ym - 2000 PSI MIN. SEE SHEETS 9, SIA, 11 & IIA FOR DETAILS AND SHEET 7 FOR CAPACITY ANCHOR TYPE B OOOO ANCHOR TYPE 8 INSTALLATION CONDITIONS SHOWN APPLY TO DESIGN TOAD CAPACITY - PSP (ANCHORS) PANEL WM MCHES DOOR HUW INC•s ANCHORS ANCHORS TYPE 'A' TYPE 'D' & 'C' CLDSTER OF CL11STaR OF TYPICAL ANCHORS 24-1/a 30-1/8 36-1/6 42-1/8 48-1/a 84-1/8 80 I 80.0 - 80.0 CLUSTERS 80.0 - 80.0 Z 80.0 - a0.0 AT,MTGSTILE & INTERS�T 24-1/880.0 30-1/8 36-1/8 42-1/8 48-1/8 84-1/8 p - 80.0 80.0 - 80.0 T. 80.0 80.0 - 80.0 FOR QUANTITIES STRUCTURES !P 80.0 80.0 80.0 80.0 80.0 - 80.0 80.0 - so.0 73.7 80.0 80.0 ow. A 96 �! 80.0 - 80.0 2 74.1 - 80.0 67.8 80.0 80.0 �k ANCHOR TYPE C \ INTO METAL STRUCTURES at r OR APPROVED MULLIONS .t DESIGN TOAD CAPACITY - PSP (ANCHORS) PANEL WM MCHES DOOR HUW INC•s ANCHORS ANCHORS TYPE 'A' TYPE 'D' & 'C' CLDSTER OF CL11STaR OF 4 6 4 24-1/a 30-1/8 36-1/6 42-1/8 48-1/a 84-1/8 80 I 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - a0.0 amo - 80.0 24-1/880.0 30-1/8 36-1/8 42-1/8 48-1/8 84-1/8 84 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 80.0 - 80.0 75.9 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 80.0 80.0 80.0 80.0 80.0 - 80.0 80.0 - so.0 73.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 1 74.1 - 80.0 67.8 80.0 80.0 �k DIRECTLY INTO 3 161 CONCRETE II DIRECTLY INTO 3 ICSH CONCRETE H BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE 0 it .. r .......) . a • Z' �' .Y • �:4r POURED TYPICAL ANCHORS <' rn TYPICAL ANCHORS NO•-METAILC/NON-5Hft84KA0E kAT CLUSTERS IN CLUSTERS TILE HIGHGROUT MTSTILE AT M Co - 8000 PSI MIN. S INTERLOCK ENDS INTERLOCK ENDS EENDS EE CHART SEE CHART NOT BY C." FOR QUANTITIES FOR QUANTITIES MUST TRANSFER SHEAR LOADS TO STRUCTURE STD. OR ALTERNATE FRAME HEAD AND SILL. * THIS SIZE ONLY -- NOTE: USE CLUSTER OF 6 ANCHOR CAPACITIES LISTED ON THIS FOR ANCHOR TYPE 8 SHEET TO BE USED IN CONJUNCTION ` WITH GLASS CHARTS ON SHEET 7 NF JAMAHMAD LOWER APPLICABLE VALUES CONTROL. F � "1x1592 3 TRACK SYSTEM SHOWN ALSO APPLICABLE c TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS.`{ d drawing no. W10-31 1M. -I. SHEET 8 FOR ANCHORS • SHEET 8 FOR ANCHORS SILL RISER RECD. FOR LOADS ABOVE +80 PSF n SILL RISER ^ RECD. FOR LOADS ® ® ABOVE +80 PSF t O Re ® ® f I d fl ............:1 ::. :. CML a '. • • ° FIA. PE Y s,. � n .. :'.: '. CA?- 7J978 ` K51 CONC. �r°•,. EDOE'OISL,• . . drawing no. �Z 2 8014 W10-31 THREE U CK DOOR DETAILS sheet 9 of 18 Cro 0 1 fA � �w DECORATIVE 2 SILL COVER OPTIONAL I $� n WEEP SIZE 1/4' X 1/8" I REFER TO SHEET 8 FOR VARIOUS O M a INSTALLATION CONDITIONS. Zz� ; 1: 4 OPTIONAL SLANT SILL ADAPTORS 0 SILL RISER RECD. FOR LOADS ABOVE +80 PSF n SILL RISER ^ RECD. FOR LOADS ® ® ABOVE +80 PSF t O Re ® ® f I d fl ............:1 ::. :. CML a '. • • ° FIA. PE Y s,. � n .. :'.: '. CA?- 7J978 ` K51 CONC. �r°•,. EDOE'OISL,• . . drawing no. �Z 2 8014 W10-31 THREE U CK DOOR DETAILS sheet 9 of 18 fA � �w DECORATIVE 2 SILL COVER OPTIONAL �nE N M I O M U Zz� I � M.T I I I I RVISBD iorlda SILL RISER RECD. FOR LOADS ABOVE +80 PSF n SILL RISER ^ RECD. FOR LOADS ® ® ABOVE +80 PSF t O Re ® ® f I d fl ............:1 ::. :. CML a '. • • ° FIA. PE Y s,. � n .. :'.: '. CA?- 7J978 ` K51 CONC. �r°•,. EDOE'OISL,• . . drawing no. �Z 2 8014 W10-31 THREE U CK DOOR DETAILS sheet 9 of 18 SHEET 8 FOR ANCHORS • SHEET 8 FOR ANCHORS a`, ..,4 +. �:T''I _..•111: � im-10i 4) SRL RLR REQD. FOR LOADS ABOVE +60 PSF • Frog,. JAVAD M*MD FIA. Pi f 70592 .: ' : '. ':.: '. •a CAN. 3 KSI CONC. fid. DIST :' s • F ' 3 KSI CONC. E{ ALTERNATE THREE 3 TRACK DOOR DETA ro�u z 0 K� a WEEP SUE 3/4" X 3/16" a REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. Q o OPTIONAL SLANT SILL ADAPTORS f N DECORATM SILL COVER p�Ow v O y 4 ai OPTIONN& 1 NI Bt Z: � rRsvrSrm ug n1W dm T4odd0 o SRL RISER • -.'-� R LOAN ABOVE F+80 P o ., SRL RLR REQD. FOR LOADS ABOVE +60 PSF • Frog,. JAVAD M*MD FIA. Pi f 70592 .: ' : '. ':.: '. •a CAN. 3 KSI CONC. fid. DIST :' s • F ' 3 KSI CONC. E{ ALTERNATE THREE 3 TRACK DOOR DETA TYPICAL ANCHORS PANEL WIDTHSEE FORSPACING �0 of LGAD BEA1ig46 © Es DLO. O O O O SHIM • MiSA 1 �. 1 • • ... s 1 • •00 • :600 0 8 •... .. 0000 so i i.ii liii 1 1 OO @ O O O O • • _ _ q • •••. _ _ _ _ ___ 17PAMM • ••••53 ; •.• 7 • CC3f i 1 E4 1O.L 1 .1 • .. • ♦ D.L. OPG. m t _ EXTERIOR PANEL WIDTH O DOOR FRAME WIDTH O 1X8 OR LARGER N cl $ WOOD BUCKS' N M e� #10 X O 1-1/4''S PER PH SMS z z PANEL WIDTH 1/2' MAX 1/2' MAL 1/4• MAX, g U O LOAD BEARING O.L.O. LOAD BEARING #8 X 3/4' SS FH SMS M21 WAD BEARING ��{{ SHIMSFUM 1 PER qq - -_ - - - qqq i `• ••° o8 CUP HgTYPICALAN CH ORS TYPICAL ANCHORS SEE ELEV. TYPICAL SELEV. FOR SPACING OSPACING FOR Ocid—� o METAL STRUCTURE EXTERIOR C�n• �m@�n. oxe o L. EXTERIOR Ear. JM AtD1Ap DOOR FRAME WIDTH ` • . dWl DOOR FRAME WIDTH Plt UCTP"ISBD CAA. �2 gg� OR IARGER WOW BUCK fila Dun dfng�Cod Firofd. /1 ffi o '8 WOOD STRLICnME ACC@jllAaOo No L/Q j. BxPUaloulJ•o droving na. �Z 214 W10-31 Ym 1 THREE (3) TRACK DOOR DETAILS 1' .neat O of 16 • SEE SHEET 8 FOR ANCHORS EDGE Div. A 1 3/4" 'iy mrn • ••°'• ',y4 • ••� t "•�•. II 3 KSI CONC. •, 3/4' • . ••• 6qN. SEE SHEET 8 FOR ANCHORS ••• ,. A111 110 •••• • ••• •• • • • • •w • O SEE SHEET 8 FOR ANCHORS z EDGE DISE. _ 4 p 1� IR I @ I I; o d - :'. ' •:' ..i : I „.: KSI CONC. EDGE DIST. 1 =0R LOADS +80 PSF WEEP SIZE 1/4" X 1/8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION COMMONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE a SILL COVER OPTIONAL • B SILL MEN MI OI;,IONAL FOR LOADS +80 PW O� 5a 4 � 4 a u a 5 l' P'l01 RRVISIID .• JA---AmAF cm &dtdtagec& dro lna�ids fPE A, 39 d • • I E P[v Wt C �: .. .y a e.•' < I\:E , CONC. IIq".. EDGE 01ST. • . . {. 3/4' • MI -R& stet CafMm1 /''/A m ' SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS JAR 2 „ O drawing rta. W 10-31 shoat 11 of i 6 •, 3/4' • . 6qN. SEE SHEET 8 FOR ANCHORS d - :'. ' •:' ..i : I „.: KSI CONC. EDGE DIST. 1 =0R LOADS +80 PSF WEEP SIZE 1/4" X 1/8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION COMMONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE a SILL COVER OPTIONAL • B SILL MEN MI OI;,IONAL FOR LOADS +80 PW O� 5a 4 � 4 a u a 5 l' P'l01 RRVISIID .• JA---AmAF cm &dtdtagec& dro lna�ids fPE A, 39 d • • I E P[v Wt C �: .. .y a e.•' < I\:E , CONC. IIq".. EDGE 01ST. • . . {. 3/4' • MI -R& stet CafMm1 /''/A m ' SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS JAR 2 „ O drawing rta. W 10-31 shoat 11 of i 6 SEE SHEET 8 FOR ANCHORS SEE SHEET 8 c� FOR ANCHORS 411UU to o m EDGE D'SjIn i 3 XS CONC. ,.1 t 3 fSI CONE Oz .001 e ,j 'gid! \� y, Q J aKK �q[ WEEP SIZE 3/4" X 3/16" � o " Onj REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. • • • • & 1„° Q �••• • 6600 •• Al • • 11 10 C1 t G o o4.4Q p� �¢ 6 • ® LL ••• •• a 6666•• • ® ���a C •� o 6000 • • • • n OPTIONAL SLANT SILL ADAPTORS • 0 009: • • •• • • • • • • • • DECOPATNE SILL COVER 1p OPRONAL Oo O w 1404041 u Ci Jv i �+ ii ai 6 VNP� g 6Wt o � p � p O � SILL RISER .1 OPTIONAL FOR LOADS u Q i 1a q SIU. EB REQ ER FOR LOADS U LK 7� ® ABOV +80 MFq $ $ B1 D1 ® ft - 060$ a��ad �, • _s Q 1.1 • . ` MODTTC'PRDVL581T 'i sYomnplyingtiW1h16a17miHla Eno AHNAD CML o 'ate .... I. ! . • a :."l:.:':.:':.':... .. .. .': BuildingOoda r1A. PE 70592 C.aN-.39� ., MY . ♦. 3 KM CONC. i d .I .Y ! • „. .. • I •3 Ny .7 �� •�_ �: •..I .Y • • '� EDGE 06i. 1 3%�', ` SHEET 8 FOR ANCHORS EDGE GIST. t 3%�a. 16I CONC. SEE SHEET 8 FOR _ � P Cbntrelt' ` Z 941jd AN d 6 draaring no. W 10-31 ALTERNATE TWO (2)TRACK DOOR DETAILS ` sheatl lA� 18 • IYPICAL ANCHORS^V to SEE ELEV. FOR SPACING PANEL WIDTH LOAD BEARING BT0 X 1-1/4" SS PH SMS 1 PER CLIP H 1 J 1 1 PANEL WIDTH Q G 1 0 #8 %X3/144 SS FH SMS D L o. o.L D. 8 021 1 • - _ . g is O_ •• ••�g� ..... STW :;^. ... O O 0 0 0 4 .--, • • . • G1 , • Gf •.� • • . • E8 E4 � �vm • v E2 • ... • DAA.All • •.• •• •i..• EXTERIOR • WIDTH $ • •. •PANEL •• Q' • • . • • • • • • • DOOR FRAME WIDTH p�p w SEE NOTESHEET 1 M O�Mp 1� QQ b Z iL rZr� � LOM BEARI G K 1 0 SNa1! PANEL WIDTH LOAD �� D.L.O.SEE Lt/2pMAX BFIND TYPICAL ANCHORS ELEV. SHIM FOR SPACING SHIM TYPICAL ANCHORS FOR SPACING IYP7L RS `• SEE . FOR SPACI _ _ - _ _ _ I :'s �. • I ;l it • -. w00 4glqyi�p I a _ L4 � Q 0 .• METAL a ••o E27 • STRUCTURE o ar 4 U x DOOR WIDTH EXTERIOR • DOOR WIDTH gra .wVAD AreNw ' WOOD BUCK PRODDCTRIIVISBD es +PTY�IIaiDTBuFlmtde awa FM PE 7{0982 CAN. n . OR WOAD STRUCTURE _ Building Code rrI 3 SEE NOTE SHEET 1 _ A1irPw*tw l%% ' ' F , droWio W10-31 209. M PNdd« TWO (2) TRACK DOOR DETAILS sheet�2of�e I SEE SHEET 8 FOR ANCHORS EDGE ow. f.3 1/2' ..EDGE tu(W... OtsT 0 11ri1=C 0000:.:_ 'ate '..�.. ..: EDGE QST.•: . •0x3 1�2`a: � . I •.� .. SEE SHEET 8 FOR ANCHORS O REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. 1� o_ Z F oas WEEP SIZE 1/: "g�X 1/8' sa 0000. IUC'RBVL;ED rD19 wlD7 Wa Florida ..©8 0������'�7f jNo COItU'0 0 OPTIONAL SLANT SILL ADAPTORS C C ECORATIVE 2 SEDLLCOVER OPTIONAL ' 0000.. Zz 000 . 0: ... . 0000.. 01:00 0000 0000 II • •••• ..•• • p I • •0• • •• :4 • • 00064, • • ••• � II. O 0 11ri1=C 0000:.:_ 'ate '..�.. ..: EDGE QST.•: . •0x3 1�2`a: � . I •.� .. SEE SHEET 8 FOR ANCHORS O REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. 1� o_ Z F oas WEEP SIZE 1/: "g�X 1/8' sa IUC'RBVL;ED rD19 wlD7 Wa Florida ..©8 0������'�7f jNo COItU'0 0 OPTIONAL SLANT SILL ADAPTORS p� l (n ECORATIVE 2 SEDLLCOVER OPTIONAL ' Zz �• I .a .3SK5f%60H4C. .. EDt� CST. - -•' ' ea a . 3. �/ JAN 2 2 20111 FOUR (4) TRACK DOOR DETAILS SILL RMER REOD. FOR LOADS ABOVE +80 ASF • TYPICAL ANCHORS �U SEE FOR AC INC PANEL WIDTH of Z 3� LOAD BEARING SHIM M18A , 1" 0.40. • ` p ••• 31L iG •••• ..�TF i a � •• � 1 O �tlai.r� � Z •••• • • U14AM18A • ••• :'�� ••••• g N • �• • g 0 o • • • 3 • • • EXTERIOR • 15 0 • • • • O a DOOR FRAME WIDTH #10 X 1-1/4" SS PH SMS 1 PER CUPn $ 1X8 OR LARDER (�$ WOOD BUCKS 1/2' MAX. M2.1 1/4" MAX V N M LOAD BEARING 08 X 3/4• SS FH SMS LOAD BEMUNG 3 y SHIM 1 PER CUP M2 StUM Z Z TYPICAL ANCHORSSEE ELEV 1/2. a ELEVCAL �ORS n FOR SPACING U LOAD SHBM BEARING FOR SPAt M ----------- It n n TYPICAL AN RS a a SEE FOR SP p a METAL € a STRUCTURE O n :z :•. c FF m _ _ Li Co o EXTERIOR EXTERIORo EmrJA�y A14MAO 78, DOOR FRAME WIDTH DUCI'RSViSBD . FLA. 353872 �wrop wHhdmPlodde `: e � � Bunainscbdo :+ OAR 08 LARGER WOOD eutst° *'d drawto WOOD STRUCTURE M � ..DadaPa+duvaCaarot'....., .� 2 201 W10-31 FOUR f� TRACK DOOR DETAILS ahaet�2.2ot16 •i 1-3/4' ASN. CONC. DAM POCKETED 3AMH TYPICAL ANCHORS TYPE A, 9 OR C O AT 6" FROM ENDS AND 9" O.C. MAX. COpN�C.0 `• • WW O 1-1/Y MM. WOOD EM9m ," MIN. 1-1/4" MIN. BLOCK EMBED •••t EDGE DIST. 1-3/4' ASN. CONC. DAM 1/8" MIN. METAL THICKNESS COpN�C.0 `• • WW O •••t • • 0000.• moose • • o • • • :•••• • a loan goose r0000.• 00 � •.• u.•.• 0000 • 0000 0000 PRO* • • •.•00• • I •.• •• 0000.• • • • 00• . •. .. --- 0000 POCKET CAVITY NOT BY COI NOT PART OF THIS NOA TO BE REV,EWEO BY AHJ EXTERIOR TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR o:. D � � a Z 201JI drawing no. W10-31 4.735 .070 ' •�i7 1.250 5.921 .070 .847 t. 1.340 1.340 .675 .120 .995 .050 .97g .895 .GsO .975 ` l� o j 3.255 ® FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 3255 450 070 1.154 1.184 4.250 070 � GLUING BEAD � GtAZING BEAD IAM. GLASS aim-. IAM. Guns � 18 4.75• • ease • 0000 .070 • • • 5.921 • A70 • TOP/BOTTOM 1508 1.186- � TOP/BOTTOM HORIZ (OPTIONAL)•725 n Q p How • 9V-11r.ope. •• .864 -�• 7501 '� 1.831 3.000 3.000 •••• • •• �i ALT. FRAME HEAD `2 TRACK] •• at ALT. FRAME HEAD (3 TRACK) 1.490 A70 .125 1.490 � 5 Q FIX. PANEL CUP 3.000 .120 EXTERIOR INTERLOCK (OPTIONAL) t.7 2.005 070 69g 1ss also MAIN STILE (OPTIONAL) 0 g • • • • •••• •••• • • • °�' • • • •• .. • • : :° • • • • • •075 . 2600 m �► 2.00S ® MAIN STILE 3.000 roas 1.770 1.415 .060 540 • ' • • • • • • • • Et FRAME SILL (2 TRACK) 3 5.921 FRAME SILL (3 TRACK) 2.7 55 .265 .725 3.600 SILL RISER (OPTIONAL) 1.870 I 7.610 t.no 1.415 'W2 080 O Q y a .07g .075- 2.800 .075 2.600 2•� s20 2.005 INTERIOR INTERLOCK 3.186 2005 .071 .070-2.005- 1.825 7265 INTERIOR INTERLOCK (OPTIONAL) Z p U o O 840 T 4.738 5.921 1.788 2.120 ® 2• 572 1®11 POCKET HOOK ASTRAGAL (OPTIONAL) .741 Bill 1 6 1 ALT. FRAME SILL (2 TRACK) tt• ALT. FRAME SILL (3 TRACK) 1501 1.831 .625 2.591 x347 1.920 3.75Pi 2.670 .155 2.870 c of B SS $ $ $ $ 3.750 x750 2.7SS 158 L.0-00 .765 .725 .625 of 0 • Paan3 'a a 'a s S .070 1.610 5570 E4 EXTERIOR INTERLOCK .070 625--4io- > c moowrnx o O 3510 x572 NAL) �•1 3510 SILL COUER(GPTIOSILL RISER (OPTIONAL) 1.600 1.870 .070 1'829 529 1310 1.6W 1970 m; YA6 i- %UD FIA PE 70592 fying si the F107ide 1 '� zoos 1.255 2.005 2.005 Z �Q9t! d Cm irol Eli f drovnng no. W10-31 sheat 14 of 18 to OUTER TRACK ASTRAGAL STILE ® ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (oPTIoNAL) "' •� CGI -183 CGI -150 FRAME SU 2 TRACK ALT. FRAME SILL 2 TRACK CC -151 FRAME JAMB 2 TRACK COI -186 FRAME HEAD 2 TRACK 061-152 ALT. FRAME HEAD 2 TRACK CGI -153 EXTERIOR INTERLOCK CGI -154 INTERIOR INTERLOCK CGI -155 MAW SIRE CGI -156 • TOP & BOTTOM HORIZ CC••r" • SOL R!" • • CCI -181 ALT. SILL S MTI 'NAL) CGI a! • • ASTRAGAL CGI -159 INTERLOCg REWFOROG (LENGTH - FRAME HT. - CGI -182 FRAME SW3911RAND CGI -180 ALT. FRAM L CK CAPP • • t FRAME JAM 3 WRACK CGI -185 FRAME CCL- • • _ ALT. FRAMLSW*91 TRACK El* 1 CGI -No • • 0C-1 OUTER-TFJ 4RpGN. POCKET HOOK EIS CGI -121 7/18' C BEAD , - I' GLASS Etl 0 LEAD E18 CCIOl53A• • a E)CfER1011 INTERW (OPTIONAL) i ils GGT- WTERIoltRNTStLOC (OPTIONAL) E20 - CGR155A • MAN STILEF" F21 CGI- TOP & BOTTOM HOWZ (OPTIONAL) E22 CGI -158A ASTRAGAL (OPTIONAL) C23 CGI -1684 OUTER -TRACK ASTRAGAL (OPTIONAL) E24 CC -180 DECORATIVE SRL COVER (OPTIONAL) E25 CC -184 2 & 3 TRACK FRAME SILL SCREW COVER E26 CGI -187 2 & 3 TRACK FRAME HEAD SCREW COVER E27 -,efi FRAME JAMB SCia£W COVER (OPTIONAL) E28 CGI -1028 FRAME HEAD 4 TRACK E29 CGI -1028 FRAME SILL 4 TRACK E30 CC -1030 FRAME JAMB 4 TRACK M1 CC -382V GLAZING BULB VINYL (DUROMETER 75-M SHOW A) M2 CC -171C FIXED PANEL CLIP (2-1/2' LONG) M2.1 001-171 A.T. FWD PANEL CUP (2-1/2' LONG) M3 091-173 FIXED PANEL SHIM M70 COI -176 FRAME HEAD ANTILIFT & PAD PILE MIT W2320ING PILE WITH CENTER FN M12 CC -177 PANEL TOP & WTTOM OUST PILE M13 TA -51 ST/ST ROLLER M14 Sm -506 MORTISE LOCK M144 PSOI-0038-117 MORTISE LOCK M15 SGO-507 KEEPER Mi SA SGO-507N KEEPER M16 SGD-503 RECESSED ADAPTOR M10A PS01-0038-t17 RECESSED ADAPTOR M17 SGD-5500 HANDLE SET MIS SM2300WH HANDLE SET OPTIONAL M19 SCS2000 SILPRUF SEALANT M20 CC -177 PANEL. TOP & BOTTOM DUST PRE M21 CC -174 HEAD AND SILL SMALL PILE PAD U22 ca -17s SILL INTERLOCK P0.E PAD • S2 -' 110 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMIA.Y MATERIAL MANUF. REMARKS 6063-T6 8063-T6 Col EXTRUDER CCI EXTIMER - - 6063-Tfi CCI EXTRUDER - 6053 -TB CC EXTRUDER - 6063-T6 CG( EXTRUDER - W63 -T6 CGI EXTRUDER 8963-T6 cm EXTRUDER - Ow -T0 001 EXTRUDER 8063 -TB CGI EXTRUDER 6063-16 CGI EXTRUDER - 6083-T6 CGI EXTRUDER 6003 -TB Cp EXTRUDER - 6063-T6 CGI EXTRUDER - 6063-T6 CGI EXTRUDER - SM -T6 00 EXTRUDER - 6063-Tfi CC EXTRUDER - Sm -T6 CGI EXTRUDER - 8063-T6 CGI EXTRUDER - 6G63 -T8 0063-T6 CCI EXTRUDER Cp EXTRUDER - - 6063-T5 CGI EXTRUDER - 8063-T5 COIEXTRUDER - 6063 -TB Cp EXTRUDER - 6063-T6 CQ EXTRUDER - 6063 -TO CGI EXTRUDER - 6063-Tfi Col EXTRUDER - 6083 -TS Cd EXTRUDER - 6063 -TS 001 EXTRUDER - 6063-T0 CGI EXTRUDER - 6063-T8 CGI EXTRUDER - 60fi3-TS Coll EXTRUDER 6063-75 CGI EXTRUDER - am -T8 CGI EXTRUDER - 6083-T8 CI EXTRUDER - 6063-T6 CC EXTRUDER - PVC 6063-1`5 - 2 0 FIXED PANEL 6063-T5 - 2 0 FIXED PANEL NYLON - 2 PER FIXED PANEL DOL/NYLON SULLIVAN 1 PER NTERLOCK/ASTR. WOOL ULTRAFAB OR EQUIV. - WOOL/PVC SULLIVAN - ST/ST AMESBURY OR EQUN. 2 PER PANEL ST/ST SULWAN ATIADHED TO SCD -503 Sf/Sf INTERLOCKS ATIACIEO TO M16A ZINC SULLNAN INST. W/ 2 810%3/4" PH ZING INTERLOCKS NST. W/ 2 810X3/4• PH ZINC SULLIVAN NSG W/ 2 819X3/4' FH ZINC INTERLOCKS NST. W/ 2 810X3/4'! ZINC SULLIVAN/INTERLOCKS - oawt lyh a ZINC SILICONE SULLIVAN GE - AWq - EW*2 WOOL SULLIVAN OR ECUN. 4 PER PANEL BF WOOL ULTRAFAB OR EQUN. 1 PER INTERLOCK/ � WOOL ULTRAFAB OR EQUIV. - I - 1 2 OR 3 PER CORNER Q FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) LEG OPTION& 1.750 .6750 .340 T L 050 1.628 M21 ALT. FTX. PANEL CUP 510 4,� 9 �.�DaM 0 .280 r. .640 Z r. � a4, FRAME HEAD COVER U 649 � G �i n .344 •� � � 4f �a FRAME SILL COVER .243 �� 21� 1.791 iN .060 0 N FRAME JAMB COVER IL' rj 0 La 31:NMz 2i� G3M� IR �a LOCK: LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGO-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) ViSRD Ems: JAVAD AWAAO a 1110 Pion" CMI. 22 drawing no. W10-31 U 7.750 • 080 925 .857 1.250 U FRAME HEAD (4 TRACK) • • • • • • • t • • 2800 i •J� • • z7ao • • •' SRL (4 TkR�kt • .••• 1.820 FRAME JAMB M X FRAMEBOTTOM CORNER 4 TRACK BROWN 08 Q:X.J 1 N 8L ul�P S 3NM� OQ$M Z z LJ =Vnng no. x/10-31 m 1. IIS �iI .✓ ,r / f I? � ✓ / 1 `\ � .' = / ' i I ► �� 'may � ' I \!�{/ ti 15.� fir. � a •• :• _h„ h•; <i y