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WS-14-1309Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222424 Scheduled Inspection Date: November 12, 2014 Inspector: Rodriguez, Jorge Owner: FACCIDOMO, JUDE $ FRANCES Job Address: 30 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: WS -6-14-1309 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)374-5730 Parcel Number 1132060130200 Contractor: GLASS LAND INC Phone: (305)256-9390 Building Department comments INSTALL 15 WINDOWS AND 4 DOORS WITH Infractio Passed Comments HURRICANE IMPACT WINDOWS INSPECTOR COMMENTS False Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-214515. No contractor on site November 10, 2014 For Inspections please call: (305)762-4949 Page 30 of 49 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 30 NE 93rd Street Permit No. Master Permit No. JUN 19 2014 FBC 20 JO ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-013-0200 Is the Building Historically Designated: Yes NO X Flood Zone: NO OWNER: Name (Fee Simple Titleholder): Jude and Frances Faccidomo Phone#: 305-725-7598 Address: 30 NE 93rd Street City: Miami -Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: Jude@rflawgroup.com CONTRACTOR: Company Name: Glassland, Inc. Phone#: 305-256-9390 Address: 14260 SW 142nd Street Suite 101/102 City: Miami Qualifier Name: (9'-e►-r_I I &v- KA'0 State Certification or Registration #: 50Q 5 Contact Phone#: 786-200-5947 Er DESIGNER: Architect/Engineer: N/A 24 0T'to i�' ork idr "permit: $_16,913.00 MIT Tie of Work: ❑Addition ❑Alteration Description of Work: Install Hurricane Impact Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Florida Zip: 33186 Phone#: (us)y 2 1 bb Certificate of Competency #: ail Address: rtonte@glasslandinc.com /Q,� ��6.�yt��, C ��o hone# '7- Z�� P1� VL V_5�� Cam 6t132.1- Sauare/Linear Fo.of ork: J�� L! ti ❑New WO Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ ❑Demolition TOTAL FEE NOW DUE $� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Gibraltar Bank Mortgage Lender's Address 55 Alhambra Plaza City Coral Gables State Flordia Zip Zip 33134 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 YOURNOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person, whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Own 1r or Agent The forego' t was acknowledged before me this day of by oQ.�� • w is p sonally kno a or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: n Print: Rio My Commission Expires: Signature -- 40�0 Contractor The foregoing instrument was acknowledged before me this day of �V19-+ , 20 �, by & AA 4f M, Qrr— j io is personally known to me or who hasgrduced--,:,. as NOTARY HAROLD E MATHIS, ft ` ry u c - State of Florida Y -Con m. Expires Jan 8f?>rW_ Comm ssion # EE 88 7 1 C 'ssion Expires: oath. LILIBETit ESM Notary Public - State of FWFWa My Comm. Expires Sep 24, 2017 minded Through National Notary Assn. Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) rq dO A Congratulations! With this license you become one of the nearly one million JM d Professional Regulation. GUtAT Floridians licensed by the Department of Business an M � " qW ZON Our professionals and businesses range from architects to yacht brokers, from 7 boxers to barbeque restaurants, and they keep Florida's economy strong ccii ikzg 000000 Every day we work to improve the way we do business in order to serve you better,, --but izwl . nvw.myflorldallcense.com. i.j i For Information about our services, please log onto www.myflorldalicense.com. youcanfind more Information about our divisions and the regulations that vi;�- 4 impact you, subscribe to department newsletters and loam more about the Departments initiatives.ATOR t Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. RE_qh;� 89 F Thank you for doing business in Florida, and congratulations on your new license!' .2 0 4 12-01-12:0,0 .19 ;4 DETACH HERE -k� Or 201�'.10---000*0` 06- ,Sac 1-1 _V1 C; TOW� LA M, .6w, IS C --provisions .,C A 31 er' isi6ns . " ' _ iration date: AM 31, 2014$ M VEFM R i 0, iti MAN 2 - _11M GLASS' 6232 §W MIAMI FL 33183 N DISPLAY AS REQUIRED: BY LAW I I ELATION i SECIOL12071100719 KEN LAWSON SECRETARY OP ID: REBO ,a►kb i CERTIFICATE OF LIABILITY INSURANCE °Aow17` 712014 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED, the policypes) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODuCERPhone:305-2625244 Allsafe Insurance Group dba ASI Florida Fax: 786.388-7244 7171 Coral Way #209 Miami, FL 33155 Jackie Pena, PIAM CPIA CO ACT PHONEE FAX N a Na): =as: MTDWU%K In jj. GLASS -1 INSURERS) AFFORDING COVERAGE NAIC It INsuRED Glass Land Inc 14260 SW 142 STREET #101 Miami, FL 33186 INS A: Essex Insurance Company 38020 INsuRER a: Scottsdale Insurance Company 41297 INSURER C: INSURER 0: INSURER E: INF: COVERAGES CERTIFICATE NUMBER_ REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE AWL SUBR POLICY NUMBER POLICY POLICY EXP LIMITS ��L EACH OCCURRENCE $ 1,000,00 COMMERCIAL. GENERAL LNBRLITY CLAIMS -MADE a OCCUR X 3DR3403 10/04/2013 10/04/2014 PREMISES F g 100,00 MED EXP (Any one persm) $ 55,00 X Bl1PD DED $1000 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGO $ 2,000,00 X POLICY PEO- Loc $ AUTOMOBILE LUIRILRY COMBINED SINGLE LIMB $ (Ea aaddent) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per acddent) $ SCHEDULED AUTOS HIRE° AUTOS PROPERTY DAMAGE $ (Peraccident) $ NON -OWNED ALTOS UMBR13AA LIABVAOCCUR HCLAS-MADE EACH OCCURRENCE $ 3,000,00 B X EXCESS LIAR BS0033799 10104/2013 10/0412014 AGGREGATE $ 3,000,00 DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LUBILRY YIN ANY PROPRIETORIPARTNERO(ECUTIVE ❑ OFFICEWMEWJ3ER EXCLLO)ED? N J A WC STATU- OTH- Y LIMITS E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatwy In NH) N dewfte under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach ACORD 101, Addllional Remartm Schadltle, M mwa space Ia requhad) DISTRI$tiTOR AND INSTALLATION OF GLASS DOORS AND WINDOWS. CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED WITH RESPECT TO THE GENERAL LIABILITY. VILMIAM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE VVILL BE DELIVERED IN 10050 NE 2 AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTAMVE ea 7099 --Irmo Arnun enW0fV2A1nnM A11.4-1-2. --4 ACORD CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) rm 10648-2014 PRODUCER A.B.S. Insurance Consultants 11402 N W 41st Street Suite 213 Miami FL 33178 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE MAIC # INSURED Glass Land, Inc. 14260 SW 142 Street, Suite 101 Miami FL 33186 INSURER A Florida Citrus & Business Industries INSURER B: INSURER C: INSURER D: INSURER E: vTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRAD[rLPOLICY iar TYPE OF INSURANCE NUMBER POLICY EFFECTIVE POLICY EXPIRATION uMrrs GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEDenrel $ COMMERCIAL GENERAL LIABILITY MED EXP An one n $ CLAIMS MADE ❑ OCCUR PERSONAL & ADV INJURY GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PRO LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESSIUMBRELLA 1JABUJTY EACH OCCURRENCE $ AGGREGATE OCCUR FICLAIMS MADE $ DEDUCTIBLE RETENTION WORIGM COMPENSATION AND X WC I TORY LFMrr r -R E.L. EACH ACCIDENT $ 500,000 A EMPLOYERS' LIABILITY ODED? OFFICERIMEMMBER EXCLU 106-35578 04-01-14 04-01-15 E.L. DISEASE - EA EMPLOYEM $ 500,000 E.L.DISEASE - POLICY LIMIT 1 $ 500,000 UIf 6 ALL SIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Distributor and Installation of windows and doors L:CKIIr16AICrIVLMCK Yf11•YGGGII ,V,\ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION Village of Miami Shores DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS SEN 10050 NE 2nd Avenue NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE t <DA> © AftORD CORPORATION 1988 GLASSLAN® INC. 14260 SW 142 Street, #101, Miami, FL 33186 Calculations for 30 NE 93 STREET, MIAMI SHORES, FLORIDA Prepared by XCEL ENGINEERING CORP. 7500 NW 25 STREET, SUITE 296, MIAMI, FL 33122 PHONE (305) 772-5023, sifangzhao@yahoo.com C.A.N. 9324 May 15, 2014 000.0• •••• • 0000 0000•• •• •• •••••• 0000 0000•• • SIFANG ZHAO, P.E. FL. #50685 0000• 0000• 0000•• .0000. MAY 18 2014 f Xcel Engineering Corp. F DESIGN CRITERIA: FLORIDA BUILDING CODE 2010 EDITION AND WIND LOAD ALSO AS PER SPECIFICATION ASCE7-10 MEAN ROOF HEIGHT = 15.00 FT ROOF PITCH a 10 DEG. MAX. DEFLECTION: Ll180 MATERIALS: WINDOW AND DOOR DETAIL INFORMATION SEE SHOP DRAWINGS ANCHORS: SEE SHOPDRAWINGS FOR MORE DETAIL ALLOWABLE LOAD AS PER DADE COUNTY PRODUCT APPROVAL 0000 • • •Y0• 0000•• 0000•• •• 0000•• • 0000•• • • • 0000•• 0000 0000 • • •••s •••• ••••• 0000•• • • 0000• • • 0000•• •• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• Lose •• • 0000 • • MAY 18 2014 4 Xcel Engineering Corp. WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER ASCE 7-10 SPECIFICATION DESIGN WIND PRESSURES ON COMPONENTS AND CLADDING ELEMENTS OF LOW-RISE BUILDING AND BUILDINGS WITH h<= 60 FT RISK CATEGORY = BASIC WIND SPEED V = ROOF PITCH > BUILDING MEAN ROOF HT. _ EXPOSURE CATEGORY: Kh = 0.85 Kzt = 1.00 Kd = 1.00 11 175 MPH (3 SECOND GUST) OADE 10° 15.00 FT C VELOCITY PRESSURE qh = 0.00256 Kh K, Kd VZ = 66.55 PSF ALLOWABLE STRESS DESIGN: LOAD FACTOR L, = 0.60 COUNTY ELEVATION TRIBUTARY AREA A (it) ZONE GCp COEFFICIENTS GCPI COEFFICIENT DESIGN PRESSURE Pd = Lf - qh (GCp-GCPI) (P%Fl • • • • • • peso 4 +1.00 -1.10 +1-0.180 +4?.1 ••R51. ALL OPENINGS 10.0 5 +1.00 -1.40 +/-0.180 • •t4i1 X3.1 f • • • f •w • NO. •: * : 85 Edi S •••••u.•• � 0�� MAY 18 2014 m M f AM i-®A©E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.gov/e _on oiny E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 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. Tile 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 maturer, 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 4000 Aluminum Sliding Glass Door w/ Reinforcements—LMI APPROVAL DOCUMENT: Drawing No. W03-100 Rev H, titled "Series4fl00 Aluminum Sliding Patio Door (LMI), sheets 1 tln-ough 8 of 8, prepared by Al-Farooq Corporation, dated 11/08/03 and last revised ori MAR 03, 2014, signed and sealed by Javad Ahrnad, 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 0800 Limitations: 6 0 • 1. See DP Vs Glass types & reinforcing levels in sheet 2 for multi -panels configured M.11ttd sheet s..Tor OX, Xtr e e r and XX w/Heavy Duty reinforcing. Exterior (positive) design pressures are limited tvd-.7A$SF lv / 2.411" sill &+80 PSF Av/3-1/4" sill. •••:•• •••••• 2. Max. Door frame width not to exceed 288" 669964, 66460 i" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logZ itratrqu lfa,1!bl utnbi'ft,*:**. state and series and following statement: "Miami -Dade County Product Control Approved:,'ra9fed her;hr.• • • RENEWAL of this NOA shall be considered after a renewal application has been tiled slid Me has been no .' change in the applicable building code negatively affecting the performance of this produ0et. •' 0666:6 '''•'• TERMINATION of this NOA will occur after the expiration date or if there has been a lreytsi¢n or ctapge in the : • •. • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of to; 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 Miatni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #12-0312.03 and consists of this page I and evidence pages E-1, as well as approval documentmentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No13-1115.03 Expiration Date: March 18, 2019 Approval Date: March 13, 2014 Page t E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Submitted under from tiles # 12-0312.03/909-0210.07/#08-0417.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-100 Rev H, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 11/08/03 and last revised on MAR 03, 2014, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under fiorn files # 12-0312.03/#09-0210.07/#08-0417.03) 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, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-3908, dated 10/09/03, FTL-3909, dated 09/26/03, FTL-3910, dated 09/30/03 and FTL-4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and the Test Report No. FTL-4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2 Additional Reference test report No. FTL-5471, dated 01/24/08, per TAS 201/203-94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 03-09-13 and last revised on FEB 07, 2014, complying w/ FBC 2010, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTME-1300-02 & -04. 0000 D. QUALITY ASSURANCE • • • • 0000.. 1. Miami Dade Department of Regulatory and Economic Resources (RER). ' • • • ' E. MATERIAL CERTIFICATIONS • • • • • I.- Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Neritwa� CO ,0Iroke�for :"'•: "DuPont SentryGlas ® Interlayer", expiring on 01/14/2017. "" • • • • • • • • • 2. . Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont De Ner,00*a}00�rs.k, CCS.t .lia�.for :' 0000 "DuPont Butacite PVB V Interlayer", expiring on 12/11/2016. 0000.. " 06 F. STATEMENTS •• • 0000. • . •• 0.00.0 1. 0 Statement letter of compliance to FBC 2010 and of no financial intew,st issued ty Al Faro6c}...� Corp., dated 11/04/13, signed and sealed by Javad Alunad, P.E. 00:0 2. Statement of Lab compliance, part of above test reports. 3. Distribution agreement dated 03/05/14 between ES Windows, LLC & Energia Solar, SA, and Colombia, signed by Andres Chamorro (Gen MGR) and Clara Garcia (Sales MGR), respectively on behalf of their companies. G. OTHER 1. This NOA revises chi renews NOA # 12-0312.03, expiring March 18, 2014. 2. Tet proposal # 07-3815, approved by BCCO. 3. Previous related NOA(s) are NOA/#09-0210.07, #08-0417.03, # 06-0606.02 and 04-gg1117.05 haq I. Chanda, P.E. Product Control Examiner NOA No. 13-1115.03 Expiration Date: March 18, 2019 Approval Date: March 13, 2014 E-1 OAYUTE OPENINGS WIDTHS: FIXED/LOCK STILE -INTERLOCK = PANEL WIDTH - 5.375" INTERLOCK -ASTRAGAL = PANEL WIDTH - 5.825" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5.00° PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250° SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • • • • • • AND APPROVED CONFIGURATIONS ON SHEETS 2 AND 3. 000 • • • • • • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • • • HURRICANE ZONE (HVHZ). • f • • • • • • • • IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • • • • • • • TYPICAL ELEVATION nWOUCTYiV&W& TESTED UNIT r M111Yt wo dN MPilIt� A""""* Ne / 4 lf�ta! 8>t TO TRANSFER LOADS TO THE STRUCTURE. Ea•, JAwAD AN11tm ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • • • • • • D00 S GLAZED WITH LAMINATED GLASS RATED FOR cla EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORP STUCCO.• • • • LAR ,E fit• 1ALl MISSILE IMPACT AND REQUIRE NO SHUTTERS. IiCAN 70582 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS q$E • • • • • • • NOT PART OF THIS APPROVAL. • • • • • • • • • • • • .Fit`ti�ti :j 014 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOTP ONL? • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. • • • • • • • • • • • • �'; • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 • a m a QEZ� Fii Nq�m Q M U ^ M � 1 VIN=M � to drawing no. W03-100 288' MAX. DOOR FRAME WIDTH SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', 'B' OR 'C' -_3/10' H.S. GLASS BOOR fRAIIE HMHT walls 3/18' H.S. CLASS EXT. (+) WT. (^) EXT. (+) INL' (-) EXT. (+) INT. (-) 5/32° HEAT STREWO GLASS 80 .090' INTERLAYER 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 SENTRYGLAS BY 'DUPONT' - - 70.0 80.0 70.0 80.0 .090' INTERLAYER - - - - 70.0 80.0 .090' INTERLAYER PR0•UCP YRYt�iit9 12 NNS N 3 BUTACITE PVR BY 'DUPONT' BUTACITE PVS BY 'DUPONT' drawing no. 3/16' H.S. GLASS B 3/18' H.S. GLASS 1/4' HEAT STREN'D GLASS SILICONE SILICONE DOW COMING 795 DOW CORNING 795 SILICONE DOW CORNING 795 MI I II O � 13 I I. O M III II :�1 a fpsG ;I a :. III. O I II III 4 34 34 14 14 14 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 288' MAX. DOOR FRAME WIDTH SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', 'B' OR 'C' AVERAGE PANEL mmH WCHES BOOR fRAIIE HMHT walls NO REINFOR'G MEDIUM REINFOR'G REAVY REINF'G EXT. (+) WT. (^) EXT. (+) INL' (-) EXT. (+) INT. (-) 30 38 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 98 - - 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - 70.0 1 80.0 A D D E 0 D 0 H H 8 • • • • • • • • • • • jcoxxox (sflovN) DOOR.._FRAIdE W� L DOOR FRAME WIDTH I L DOOR FRAME WIOTH•I •: I�IOROFRfrfE 0IDT0_•0 ••� DOOR FRAME) WIDTH, I_ I' -I •�-1 �D E (0 ED D E 0 r� • • • 11 V - C C Q ©- . • 0• y B B B • • XO (SHOWN) OXO (SHOWN) XXX (SHOWN) OXXO • • xXXO(SI10WN) OX XXX XXXX XX---- ---------------- • • • • • • • • • • ••• • • • ••• • • AVERAGE PANEL WIDTH a DOOR FRAME MOTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC AS REQUIRED. D B >3 S> s E o W a � A Engr. JAVAD AHEIAD z 0 D E (D d J r M N � o rZ 3 mm PR0•UCP YRYt�iit9 12 NNS N 3 s*a" w1a tds woolm �` drawing no. • B XO (SHOWN) OXO (SHOWN) XXX (SHOWN) OXXO • • xXXO(SI10WN) OX XXX XXXX XX---- ---------------- • • • • • • • • • • ••• • • • ••• • • AVERAGE PANEL WIDTH a DOOR FRAME MOTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC AS REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 D B >3 S> s E o W a � Jm Engr. JAVAD AHEIAD z 0 LL J e swL d J r M N � o rZ 3 mm PR0•UCP YRYt�iit9 12 NNS N 3 s*a" w1a tds woolm �` drawing no. i n�7c NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 L' B >3 S> s E o W a Engr. JAVAD AHEIAD e swL YY d FLA. PE d 70592 � r �` drawing no. i W03-10( CLUSTER OF ANCHORS TYPICAL ELEVATION (OX l (SHOWN) THIS SIZE TO HAVE HEAW REINFORCING AT INTERLOCKS (SEE SHEET 5) DESIGN LOAD CAPACITY - PSF (OX. XO OR XX ONLY) GLASS TYPES 'D' OR 'E' HEAVY REINF'G (SEE DETAIL SHEET 5) AVERAGE PANEL WIDTH ups DOOR FRO ,EIGIIIT Rum EXT. (+) INT. (-) 30 80.0 103.0 —.0 _ 103.0 80.0 103.0 36 42 so 45 N 80.0 103.0 30 38 96 80.0 80.0 30 38 100 BO.0 ]1] 80.0 THE SHOWN EXT. (+) LOADS REQUIRE 3-1/4' SILL HEIGHT (DTL 81 ON SHEET 4). REDUCE EXT.(+) LOAD CAPACITY TO +70.0 PSF IF 2-1/2" SILL HEIGHT IS USED BIT.(-) LOADS REMMN UNCHANGED. AVERAGE PANEL VADTH - DOOR FRAME WIDTH NUMBER OF PANELS '16" H.S. GLASS 090' INTERLAYER SENTRYGLAS BY 'DUPONT' V-3/16' H.S. GLASS L 14 GLASS TYPE 'D' DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC AS REQUIRED. poesm MS� FWdda THIS ADDITIONAL ANCHOR REQUIRED AT HEAD FOR ANCHORS INTO WOOD ea DOOR FRAME Vt. DOOR FRAME W. DOOR FRAME W. • • • • • • • C� O O i A A A •• ••• •• • • • •• w o- -o j*: 7' •!• • • • RET L gT d A HORS AT INTERLOWASTRAGAI ENDS XO OX XX • • • • • • • • • • APPROVED CONFIGURATIONS • • • • • • • • • • • •• •• • • • •• •• '16' H.S. GIASS .090' INTERLAYER BUfACJTE PVB BY 'DUPONT' 1 3/16" H.S. CLASS CORNING 795 CORNING 795 ill no. 11 100 GLASS TYPE 'E' J a m a NOTE: N GLASS CAPACITIES ON THIS SHEET ARE s 3 C,4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) $ n } AND FLORIDA BUILDING COMMISSIONa DECLARATORY STATEMENT DCA05-DEC-219 § Z I W 04 ill no. 11 100 EDGE DIST. TYPICAL ANCHORS IN PAIRS Q .2'1/4 •e'.a.... SEE E FOR SPACING EDGE DIST. 3/4 ... ° 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL ANCHORS IN PAIRS MIFL", 18Y OR 28Y WOOD BUCK THRU iBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) $ r (SEE NOTE SHEET 1) .. QQQ� DIRECTLY INTO CONC. OR MASONRY a 2. 1/4'.. O.C. -. ° 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) a . P ° . 3 KSI. MIN. ,". TYPICAL ANCHORS 1/4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) s �t b 3 PER CUP -�� TYPICAL ANCHORS INTO METAL STRUCTURES ERLOCK/ASTRAGAL 3 PER CLIP STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) INTERLOCK/ASTRAGAL ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) 1OA (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AA 18 II t 1 I 3k Y13 I CONCRETE 4- 3 KSI MIN" TYPICAL ANCHORS 3 PER CLIP INTERLOCK/ASTRAGAL .4 TYPICAL ANCHORS 3 PER CUPS INTERLOCK/ASTRAGAL O TYPICAL ANCHORS 3 PER CUP-' INTERLOCK/ASTRAGAL O 11 I fl` •• ••• • 14 • • • 2 • • � g • •� • 17 H ' POURED & HftvENED • 2 •1%4° HIGH STRENG}i•GROUT • E D NOT BY E.S. •ANDDYAi • MUST TRANSFER SHEAR • • 'd • • LOADS TO STRUCINRE • • .. w TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS 3 PER CLIP SEE ELM FOR SPACING INTERLOCK/ASTRAGAL TYPICAL ANCHORS IN PAM WOOD SUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS nSEE.,EUW. FOR SPACINGMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. "C WE a �. °'� TYPICAL ANCHORS: SEE ELEV. FOR SPACING k, I STEEL - 1/S° THK. MIN. ALUMINUM - 1/8" M. MIN. SEE SEPARATE NOA 2 1/4" O.C. 111 ZTYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING NO SHIM SPACE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2 1/4° O.C. I ®11illllRlIN • • • • • • • • • • • •• ••• • • •• •• ••• • • • ••• • 0 1/4 DIA, ULTRACON BY ELCO (FU -177 KSI, FY -155 KSI) Q .2'1/4 •e'.a.... ' • CONCRETE • • "3, KSI MIN. '•pia` ... ° 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • • • • • • • • • • •• ••• • • •• •• ••• • • • ••• • 0 NO3-1 0011 1/4 DIA, ULTRACON BY ELCO (FU -177 KSI, FY -155 KSI) Q o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD A. THRU iBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) $ r 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) QQQ� DIRECTLY INTO CONC. OR MASONRY O GGG 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) s �t b INTO METAL STRUCTURES a STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) �Q 2 TYPICAL EDGE DISTANCE c� J CO 4 INTO CONCRETE AND MASONRY = 2-1/2" MIN. N Q INTO WOOD STRUCTURE = SEE DETAIL (A) FOR HEADER SEE DETAIL (C) FOR JAMBS N M INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. o 0 $ Z 3 Z c3 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. uj N LiuNi� SEALANT: > ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1-3/4" WEEP NOTCH AT EACH END c e P W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END • gg rTte•ucPtisvtata• us will, At Fwrw4 no o- reg �aw S. JAYAD AHMAD FLA PE % 7059 •' NO3-1 0011 WOOD BUCK NOTE SHEET FIX. PANEL ON OUTSIDE TRACK 1/4- MAX. 1 1A i-- #1 CLIPID X 1/2' PH SMS f-2 FIX. PANEL ON INSIDE TRACK '4' MAX. .PG. j INTERLOCK STILES ASTRAGAL STILE INTERLOCK STILES 1� -- -'-' 'I O.L. EXTERIOR PANEL 'MOM MR WIDTH HEAVY REINFORCING 18Y WOOD BUCK AT EXTERIOR/INTERIOR INTERLOCK 8: ASTRAGAL STILES (SEE NOTE SHEET 1) OH i 8 1/4- MAX 1/4" SHIM Slim MAX /4" /4' MAX71I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING J.pa 0 =�wr x z 00 Z 04 Ld 04 EM. EXT. sCpr - - - - - - - st DOOR WIDTH DOOR 'I ,: : 0.0 0.0 :.. OH i 8 1/4- MAX 1/4" SHIM Slim MAX /4" /4' MAX71I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING J.pa =�wr x z FM PE tjG592 DAN. 8 TYPICAL ANCHORS IN PAIRS SPACING SEE ELM FOR SPACING O i 8 z 0 r- I 1/4" SHIM MAX /4" /4' MAX71I I 29 =�wr x 00 Z 04 Ld 04 nallucrunwa gaWMG6 /z drawing no. W03 -100J (sheet 5 of 8 MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES \_/ [L� C) IINTERLOCK STILES II EXT. sD.r�r- ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES-40DI-1 1 FRAME HEAD 6063 -TB - 2 ES -4002-1 1 STO. FRAME SILL 6063 -TB - _ 2A - 1 HI --RISE FRAME SILL 6063-T6 3 ES -4003-1 I FRAME JAMB 6063-T6 4 ES -4004-1 2/ PANEL TOP AND BOTTOM RAIL 6063-T5 5 ES -4005-1 AS REQD. LOCK STILE 6063-T5 ---8 ES -4008-1 AS REQD. INTERLOCK 6083 -TS 7 ES -4007-1 AS READ. FEMALE ASTRAGAL 6083-T5 - 8 ES -4008 AS READ. TOP & BOTTOM RAIL STIFFENER 6063-16 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELLON NOT SHOWN 10 ES -4010 2/ PANEL RETAINER CLIP, 6° LONG 6063 -TG - 13 % 27-445 27-448-- _ AS READ. AS READ. GLANtlG WEDGE GASKET BOTTOM RAIL CLASS STOP EPDM EPDM DUROMETER 7513 SHORE A, SOLUCIONESENCAUCHO DURO1dETER 6815 SHORE A, SOUtCI0NE5ENCAVCFO 14A 27-449 AS READ. TOP RAIL & STILES GLASS STOP EPDM DUROUETER 7515 SHORE A. SOLUCANESENCAUCHO 15 W23_241NK AS READ. STILE & JAMB WSTRIPPING - GLASS PANELS, ULTRAFAS _ 16 0266470K AS REOD. TOP RAIL W'STRIPPING - CLASS PANELS. ULTRAFAB 17 ES -4015 AS READ. BOTTOM RAIL WSTRIPPINO VINYL GLASS PANELS 19 19A ®10X1-1/4' PH SMS ®10X1" FH SMS 8/ PANEL 2/ CORNt7K PANE1. ASSY SCREWS FRAME ASSY SCREWS - GLASS PANELS - 20 TA -35-1935-4281 2/ MOV. PANEI GLASS PANEL ROLLER ASSY. ST. STEEL 1-1/4' D.C. WHEELS 21 23 B10X1-1/4° PH SMS 1 2300 -LOSS 1/ ROLLER 1/ MOV. PAN ROLLER DIST. SCREWS 3 PLY METALLIC HOOK LOCK - ST. STEEL GLASS PANELS ONLY - - 2/ LOCK LOCK INSTALLATION SCREW - 06-32 X 1/2" FH MS. ST. STEEL - 537 ®10 PH SMS 1/ LOCK 2/ LOCK LOCK STRIKE PLATE STRIKE PLATE MOUNT. SCREW PLATED STEEL - - NOT SHOWN r25 0623Z 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) ®6-32 XFN IdS, ST. STEEL ES4028 ES -4017 AS READ. 2/ PANEL SILL RISER FIXED PANEL CLIP (OUTSIDE PANEL) 6063 -TS 6063 -TS ES -4020 2/ PANEL FUZED PANEL CLIP (INSIDE PANEL) 8063 -TS FOR OXO DOORS 30 ®10X1/2" PH SMS 2/ CLIP FIXED PANEL CLIP FASTENER 31 - AS REQD. 1/4" X 1-1/2' REINFORCING BAR 36 KSI STEEL LENGTH a PANEL ETT. - 8.1V -_ 32 - AS REQD. 1/2' X 1-1/2' REINFORCING BAR 36 KSI STEEL LENGTH a PANEL HT. - 6.5- 33 P38024FK AS REOD. 3' LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL _ 34 - 2/ SIDE SUMPON NEOPRENE - 35 - AS READ. ASTRAGAL. REINFORCING 38 KSI sTEELl LENGTH - PANEL HT. - 14' E h 8 OHIO I MAOY�U�� Wawa► PAS o E,FLralwo oap 1191st D1da rnwa:va'onw -- -- • . • •• • . • • . Engr. %VAD AHMAO .a CIVIL • • • • • • • • • FIA PES 70592 ASTRAGAL STILE* • • • • • CAN. 3536 6 �, EDE•• • •• ----- • • • • • _ .j drawing no. W03-10( . . . • • • • . . . ••. • . 410 SMS fig10ULT MF U► OK Fla" r r.Pllb• R•Yh•Code =!,4 ' f� •..XOX.YdX CONFIGjJHA ON • SHOWN FOR ILLUftPAftN ONLY SES SHMS.4 & 5 FOR MSTALLAMON DETAILS NON&REMF•.1NT 40CVASj- ♦S*01 � S1 CHART ON SHEET 2 FOR REINFORCING REQUIREMENTS • •.• . • • . . . • • • • • • . . .see a. .. . . . .. ..000 0 drawing no. NO3-10C 4.249 - 082 �i o 1.250 1 1.530 1.812 .969 O4311 t FRAME HEAD x.344 .9b1' 078 1.317 .500.813 O TOP/BOTTOM RAIL STIFFENER 1.374 .082 3b80 .438 .082 2.4199 1.374 I 875 .11-1�.990�I� PANEL TOP/801TOM RAILO FRAME JAMB z.000 1 b-.082 1.124 - 2.875 ---- O LOCK STILE 0 O INTERLOCK STILE t.a99 txtz .897 p 7O ASTRAGAL STILE .088 2.500 STO. 3.500 HI -RISE 2.250 .675 .082 1.550 ,048 4.249- FRAME .249 FRAME SILL 28 SILL RISER • • • • .. -�I .875 Fes- 2.t83 •• •• I I 050 125 .050 • • • • • • • 1.sooi L 2'035 !- • �.OW • • • • • ;*EL CORNER 2.248 .810 ••• • • • • • •� • • • • • • • TIL • • •• • •• • • • • • •• 1.972 • • • t.ata -- .545 t0 RETAINER CUP SCREEN TOP/BOTTOM RAIL I SCREEN ST" • • 1 • • • 000 • • 1.550 .570 887 .094 2.090 f 1.385 Ose OUTSIDE PANEL FIXED PANEL CLIP .,ter STEEL CHANNEL .570 O35 ASTRAGAL REINFORCING .408 .084 1.250,.1:1.5001INSIDE PANEL I FIXED PANEL CLIP 31 O INTERLOCK REINFORCINGS oftneRit woo +i•I�Yr vW rat F%M& ,9 appr,,.,c2; • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME BOTfO� ,��E$ EJAVAO AHWD CML FIA PE "0502 CAR r��MIN A A A A 3 li� drawing no. W03-100 �® MIAMI—DADE COUNTY, FLORIDA 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) wwmminmidade.aovluera� ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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- 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 Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control PKMaion stamp with the Notice of Acceptance number and Expiration date by the Miami DaSe Minty PrttltiCt Conw • ; - Section. ...... .. ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ...:.. LABELING: Each unit shall bear a permanent label with the manufacturer's leme, or IQgd' City, state, • model/ series and following statement: "Miami -Dade County Product Control App.roved" unl�sd othetvM4•' . .. ... . . . . ..... •• • • • • noted herein. ...... RENEWAL of this NOA shall be considered after a renewal application has bfm;eled and there has been. no change in the applicable building code negatively affecting the performance oPthis ptoduct . . .; • • • • • • • TERMINATION of this NOA will occur after the expiration date or if there hi%peep a revis q%pr cha;ge.. an in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an.%orsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0825.03 and consists of this page 1, evidence pages )rl and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. c, NOA No. 12-0308.37 Ma ...MUMExpiration Date: September 16, 2014 2� iZ Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 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 "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. *goo (Submitted under previous NOA No. 04-0712.01) • • • 'see*goo . •.... • C. CALCULATIONS '•"" """ 1. Anchor verification calculations and structural analysis,. ppplplymg, •,kth FH.Cr • • : prepared by AI-Farooq Corporation, dated 09/01/09, sign*d•alid se Zy JaN&94.. Ahmad P. E. •••••• 9.606 (Submitted under previous NOA No. 09-0825.03) .. .. . ...... 2. Glazing complies with ASTM E1300-98/ 04 • • 9999.• . • • • . D. QUALITY ASSURANCE • • • • • • • 1. Miami -Dade Department of Permitting, Environment, and ReguldtbYy Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-030&37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBG2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I.", approved on 11/10/09 and expiring on 09/16/14. c. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date. September 16, 2014 Approval Date: May 31, 2012 E--2 •0♦9 e • • 6 0000 0000•• •• • ••• • 6 • •0690• 0000 066• • 0 •60• 0000 0.606 • 0 • •00 •00.6• • 9.9.0• • • • • • • ••000• 0660•• 99 • 0000 • • c. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date. September 16, 2014 Approval Date: May 31, 2012 E--2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. TANGULAR ALUMINUM TUBE M JG MULLION PROPERTIES ONL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING NIGH VELOCITY HURRICANE ZONE (WHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION WCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METALSCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS, • • • • • • • • • • • • 1�1 U 8 USE CHARTS AND GRAPHS AS FOLLOWS. • • • • • • • • • _- • • •• • t • • •��ou„ STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • • • • • • • • • • • • 1� FOR PARTICULAR OPENING. • • • • • • • • • • • • _ STEP 2 USE MAMI-OADE COUNTY APPROVED GLAZING PRODUCTS MEETWO ABOVE LOAD REQUIREMENTS. u En¢n ,wvAD gg STEP 3 USE APPROVAL. E�� CONNECTION TO MULLION AS PER PRODUCT �Dp TtB FIA PEII 7OS82 • • • • • • • • • • a�nd'67 CAN. J83S USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • • • • • • • • A54hff: r Zp�/L,�7/ y STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • • • • • • • • • r // W STEP 7 ABOVE. • • • • • • • • • • •USING ANCHOR TYPES ON SHEETS 8 THRU S AND ANCHOR CHAR • • • • • • • f • •STEP 5 ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING • • i •••• •1Vdn Pruducl n0o1 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE, CA MAR fl 24 2 MOf —04 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • q 1.000 h 1.000 125 q ,.000 I- I I .323 1.000 F 2.000 p--2.000--q�.129 I I I"�2.000---'1 I j .250 I p ^� z g - _I 1zs I Imo[ .,as 4.000 •33e .125 4.000 .125 �.,z5 p a iG $ 3.000 .125 L 3.000 6.000 8.000 O a 8 Li L-1 .338 .323 5.000 .125 .125 .250 Q Q Q 1 X 3 1 X 4 ULLION 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION ff+ Z STO. �1ULLION 6063-T6 STD. 8063-T6 6083-T6 6083-T6 �+---2.000.125 L O1 OU c_- I I 2.00° L 2.000 125 2 X 5 STD. MULLION STD. 2 X 6 MULLION HEAVY 2 X 6 MULLION to 0 i�X 6063-T6 8063-TB 6063-T6 j .125 4.000 "ids Ed. 3.000 .125 W m �a� ® Ed MIN, EDGE DIST... 1/2" FOR 1/4" DIA, ANCHORS 5/8" FOR 5/16" DN. ANCHORS 2 X 3 2 X 4 n (n 14 Z N v ANGLE CLIP 5063-T5 STD, MULLION 6063-TO STD. MULLION 6063-16 L1j04 .720 1.680 O .156 TYP. c gggqq f6 € 2.750 3.250 c g� a .125 2.� 1. N 3.750 NOTCH OPTIONAL 1/2 .�. • 4NOTCH OPT04AL •• • • • • • • • • • • • • • • . • • • • • •.• • • • • 1/2" • • PRADUCF REiV188D - Ed r. JAVAO AHMAO pp7i 353e2 S 3{, B Ed MW. EDGE DIST. 1/2" FOR 1/4" DIA ANCHORS 1/2- Ed > MIN. EDGE DIST.. • • 1/2" FOR 1/4" DIA. AAHORS • • • • • • • • } • • • • • • • b -7 �� " g drowtng no. 5/8" FOR 5/18" D1A. ANCHORS 5/8" FOR S/IB" . moIfIRS . id i • . r M04-04 MULLION CLIP 6063-TB UM LLQ CLIP • • • • • 6065-TB • • • • • I`II4 MAR 08 �Otz aheflt Z Of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL LOADS ARE EXT.(+)/INT.(-). NOTE: •• ••• • • • • • •• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • • • • • • VERTICALLY OR HORIZONTALLY. • • • • • • • • • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • • i • • i • • • i i • • • ANCHORS TYPE ' D' AND 'E' APPLICABLE TO • • • • • • • • • • 4". 5" AND 6" TUBE MULLIONS. • • • • • • • • ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO i •: : • *•P g j• !C • • • ALL TUBE MULLIONS. • • • • 1 fy •' ' • ... • • • • •.. . • . . . • . • . • . • ... • • • •.• • . TYPICAL MULLION ARRANGEMENTS I 'w '"'c, FIX PE WIDTH (W) = W1 2 W2 CAN 2 l.� 'ING PRODUCT DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS, WIDTH (W) MULL SPAN 1 X 3 1 X 4 CUSTOM CUSTOM STDs ISTD. STDs STD. STD. STD. HEAVY 19-1/81 28-1/2' 30• 37• 42" 48° 54° 80• 88• 72• 120" - 37.9 27.3 55.3 96.7 146.1 150.0 - 27.3 - 39.9 09.8 105.5 150.0 - 24.1 - 35.3 61.7 93.2 150.0 - - - 28.6 50.0 75.5 138.8 - - - 25.2 44.1 65.5 122.3 ' - - 22.0 359 58.2 107.0 - - - - 34.3 51.8 95.1 - - - - 30.8 48.8 85.6 - - - - 28.0 42.3 1 77.8 -- - - - 25.7 38.8 71.3 19-1/8" 28-1/2" 30" 37" 42" 48• g4• 80• 88• 72• 132' - 28.5 20.5 - 20.5 - 41.8 30.0 _72.7 52.5 11_8.6 83.4_ 150.0 150.0 - - - 269 46.3 73.7 135.4 - - - 21.5 37.6 59.7 109.8 - - - - 33.1 52.6 98.7 - - 29.0 46.1 84.6 - - - 28.7 40.9 78.2 _ - - - 232 36.8 87.7 - - - - 21.1 33.5 61.5 - - - - - 30.7 50.4 18-1/8" 26-1/2' 30" 37" 42' 48" 68" 72" 144' _-_ 21.9 - - - - 32.0 23.1 56.0 40.4 89.0 64.3 150.0 118.0 - - - 20.4 35.7 58.8 104.3 - - - 28.9 46.0 84.5 - - - - 25.5 40.5 74.5 _ _ .. _ 22.3 359 652 31.5 57.9 28.4 52.1 - - - - - 25.6 47.4 - - - 23.8 43.4 ARCHES TO BE INSCRIBED INSIDE RECrANGUTAR SHAPE HOR120NTAL MUWON TYPICAL MULLION ARRANGEMENTS I 'w '"'c, FIX PE WIDTH (W) = W1 2 W2 CAN 2 l.� 'ING PRODUCT VERTICAL MULLION GLAZING GLAZING PRODUCT OD NUCT GLAZING DUCT 3 PRO TYPICAL MULLION ARRANGEMENTS I 'w '"'c, FIX PE WIDTH (W) = W1 2 W2 CAN 2 l.� 'ING PRODUCT GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN 0 6 TO drawing no. M04-04 DESIGN LOAD CAPACITY - PSF • • WINDOW DIMS. ••• ANCHORS TYPE • GLAZING WIDTH(W) MULL SPAN A B C D E 19-1/8' 26-1/2" 1" 37" 42" 48° 1' 80° 86° 72" 1 38-3/8" 150.0 150.0 143.1 118.0 102.2 89.4 79.5 71.5 65.0 59.6 150.0 150.0 150.0 150.0 150.0 750.0 147.3 132.8 120.5 110.5 150.0 150.0 150.0 150.0 132.9 116.3_150.0 103.4 93.1 _ 84.6 77.6 150.0 150.0 _150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 -180.0 150.0 t9-1/8" 26-1/2" 30° 37° 42" 48" 54° 68" 72' 50-5/8" 150.0 150.0 150.0 150.0 150.0 122.8 150.0 150.0 150.0 150.0 108.5 150.0 141.1 180.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.6 100.8 150.0 150.0 67.8 125.6 88.2 150.0 150.0 80.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.8 147.0 19-1 /8" 26-1/2" 30' 37' 42" 48" 54` 00" 66' 72" 58" 148.5 150.0 150.0 150.0 150.0 107.2 1SOO 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 99.8 150.0 150.0 _ 67.6 _ SILO 150.0 59.2 77.0 150.0 52.6--68.4 138.8 47.3 61.6 123.1 E731'5117 150.0 150.0 150.0 150.0 43.0 56.0 111.9 139.9 39.4 51.3 102.6 128.3 19-1/8' 26-1/2" 30" 37" 42" 48" 54° 80" 88" 72" 63" 138.7 150.0 150.0 150.0 150.0 98.7 150.0 128.3 150.0 150.0 87.2 150.0 113.4 150.0 150.0 70.7 131.0 91.9 150.0 150.0 62.3 115.4 81.0 150.0 150.0 54.5 101.0 70.9 141.7 150.0 48.4 89.7 83.0 126.0 150.0 43.6 80.8 56.7 113,4 141.7 39.6 73.4 51.5 103.1 128.8 38.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF • • WINDOW DIMS. ••• ANCHORS TYPE • GLAZING WIDTH (W) MULL SPAN A 8 C D E 19-1/8° 26-1/2- 30° 37" 42' 48° 54° 60" 68" 72° 1 74-1/4' 118.0 150.0 150.0 150.0 150.0 83.7 150.0 108.9 150.0 150.0 74.0 137.1 96.2 150.0 150.0 60.0 111.1 78.0 150.0 150.0 52.8 97.9 88.7 137.4 150.0 46.2 85.7 80.1 120.2 150.0 41.1 76.1 53.4 106.9 133.6 37.0 68.5 48.1 96.2 120.2 33.6 82.3 43.7 87.4 109.3 30.8 57.1 40.1 80.2 1CO.2 19-1/8° 26-1/2' 30• 42° 48° 54• 80' 86" 72' ea' 102.5 150.0 133.4 150,0 150.0 74.0 137.1 96.3 150.0 150.0 65.4 121.1 85.0 150.0 150.0 53.0 98.2 68.9 137.9 150.0 48.7 86.5 60.7 121.5 _ 40.9 _ 75.7 53.1 _ 108.3 36.3 67.3 47.2 94.5 150.0 132.9 118.1 -- 32.7 60.6 42.5 85.0 106.3 29.7 55.1 38.6 77.3 96.6 27.2 509 35.4 70,9 86.6 19-1/8' 26-1/2° 30' S7" 42' 48• 54° 60" 68" 72" 98' 88.7 190.0 118.7 150,0 1 180.0 64.8 120.0 84.2 150.0 150.0 57.2 108.0 74.4 148.8 150.0 46.4 85.9 60.3 120,6 150.0 40.9 75.7 53.1 108.3 132.9 359 86.3 46.5 93.0 116.3 31.8 58.9 41.3 82.7 103.3 28.6 53.0 37.2 74.4 93.0 28.0 48.2 339 67.6 04.5 239 442 31.0 62.0. 77.5 19-1/8' 26-1/2' 30" 37' 42" 48` 54" 60` e6" 72" 108" 799 57.8 147.8 106.7 103.7 74.9 180.0 149.7 150.0 150.0 50.8 94.2 66.1 132,3 150.0 41.2 78.4 53.6 107.2 134.1 36.3 67.3 47.2 1 94.5 118.1 31.8 58.9 41.3 82.7 1 103.3 28.2 52.5 38.7 73.8 91.9 25.4 47.1 33.1 66.1 82.7 23.1 42.8 30.1 60.1 75.2 21.2 39.3 27.6 58.1 68.9 ALL LOADS ARE EXT.(+)/INT.(-), •• ••• • • • • • •• NOTE: • • • • • • • • • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • • i • • 0 0 a i • i • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. •• • • ••• • •• • • • • ••• • • •• FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • ••• ••• • • • ANCHORS TYPE 'D' AND 'E' APPLICABLE TO iai i • • a • • • 0 4", 5" AND 6" TUBE MULLIONS. i is •ACI�d�2S• • ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ••• • • • • ••• • • GLAZING MOTH (W) MULL SPAN A B C D E 19-1/8' 26-1/2' 30' 37' 42" 48" 54" 60" 68" 72' 120• 71.8 133.0 93.4 150.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. VERTICAL MULLION ANCHORS TYPE GLAZING GLAZING MOTH (W) MULL SPAN A B C D E 19-1/8' 26-1/2' 30' 37' 42" 48" 54" 60" 68" 72' 120• 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37.1 68.8 48.3 96.5 120.6 32.7 00.6 42.5 85.0 106.3 28.8 53.0 37.2 74.4 93.0 25.4 47.1 33.1 1 66.1 82.7 22.9 59.5 74.4 20.8 27.1 54.1 67.6 - 24.8 49.6 62.0 19-1/8" 28-1/2° 30° 37" 42" 48' 54' 80° 88° 72" 132' 65.3 d42.429.6 84.9 150.0 150.0 47.1 81.3 122.5 150.0 41.6 54,1 108.2 135.3 33.7 43.9 87.7 1 109.7 29.7 55.1 38.6 77.3 1 96.6 26.0 48.2 1 339 67.6 84.5_ 23.1 42.8 30.1 80.1 20.8__ 38.5 - - 27.1 54.1 - 35.0 24.6 49.2 75.2 67.6 61.5 - 32.1 22.8 45.1 56.4 19-1/8" 26-1/2" 3p° 37• 42' 48' 94° 60" 88' 72° 144" 59.8 1109 77.8 150.0 150.0 43.2 80.0 56.2 112.3 140.4 38.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 BOA 100.5 27.2 50.5 1 35.4 70.9 88.6 23.8 44.2 1 31.0 62.0 77.5 39.3 27.6 59.1 68.9 35.3 24.8 49.6 62.0 L21.2 32.1 22.5 45.1 56.4 29.4 20.7 41.3 1 57.7 c\AANCS ,C,O OR e HORIZONTAL MULLION ARCHES TO BE INSCRIBED OR E WSIDE RECTANGULAR SHAPE OLAZINO - PRODUCT .. •. �(\ ANCHOR DETNL @1 GLAZING GLAZING ABp pR E PRODUCT PRODUCT �q C,D 6R E M W1 WZ M MULLION ARRANGEMENTS aaGML D Al WIDTH (W) a W1 + W2 CA.N. 38i 2 CA ®%TV drawing no. M04-04 VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT HORIZONTAL MULLION ARCHES TO BE INSCRIBED OR E WSIDE RECTANGULAR SHAPE OLAZINO - PRODUCT .. •. �(\ ANCHOR DETNL @1 GLAZING GLAZING ABp pR E PRODUCT PRODUCT �q C,D 6R E M W1 WZ M MULLION ARRANGEMENTS aaGML D Al WIDTH (W) a W1 + W2 CA.N. 38i 2 CA ®%TV drawing no. M04-04 DIA ULTRACONS� 1/4' DIA ULTF CLIP (1 ON EACH IOD ----------I I -� ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACC 1 PER AN, UP iSIDE MULL -3/4" o1C4. 2 PER A 1/4' DW ULTRACONS 1 PER ANGLE ^.1 - FLOATING CUP SNUG FR INSIDE MULL #14 SMS 1-3/4" C.C. MIN. 2 PER ANGLE 2 X 2 X 1/B' ALUM ANGLE 2 X 2 X 1/B" ALUM ANGLE 1/4' DIA. ULTRACONS 1/4" DIA, ULTRACONS 2 1/4• 4 PER CUP (2 ON EACH WING)' 2 PER ANGLE MIN. Z / BUCK rA FLOATING CUP FO INSWE MULL2 1 I I I L X 2 X1 8'WOOD ALUM ANGL�1-3/4"ocBu QBYSNUG 2 PER ANGLE Ul 1/4' OW ULTRACONS 1/4' DIA. ULTRACONS z 4 PER CUP (2 ON EACH WINO) 1" MIN 2 PER ANGLE J � . m _ (/ LJ m I-. a U) 1-4 In hFb 11 I1 Ali II I z Z� 2 BY I LJ j Irl FLOATING CUP -SNUG FIT INSIDE MULL I I I I I II 2 X 2% 1 8" ALUM ANCL� -<:j qffi� N N .. N WOOD --------- BUCK 1 1 I I I 2 PER ANGLE 1 I (1(r ANCHORS TYPE 'B' PRODUCTRBVIM • • • • • • • • • • • • 4�IPT9b18 Nimide • • • • • • • •.• • • • • lAs' &UL YLTWONS BY 'ELCO' t== • R.TR000N6.JSf BE an OR FLAT HEAD�BISTII6TE E DIST. ADN. EMBEDMENT WOOD 1". 1-3/B' BLOCK 2-1/2' 1-1/4" .JAVA cl CONCRETE 2-1/2' 1-1/2' FIA, PE CAN. • . • • ALL CIIYS AW ANGLES TO FR `Nuaw TUBE MULLIONS. • • • RIPS OR ANOTESOCONSECTElb DIREWLY JO MASONRY TO BE PROTECTED • • • WITH AAQLI-"SlTANT COSTINGS, WCH•IS BITUMINOUS PAINT OR • • WATERANHITE MITHACRYLAIB tAQUER• ANCHORS TYPE 'A' ... . . . . 0:0 •• . . . . . • . . . . . • a:. . . •• .. • .• . .. .. . •.. . . drawing no. M04-04 1/4' DIA. ULTRACONS 1/4' DIA ULTRA Ed. 2 PER CLIP (1 ON EACH WING) 1 PER I ,' • , 'MIN. t I• I '� •11 II LJ FLOATING CUP III 11 11 r-. SNUG FR INSIDE MULL 814 SMS Lr1 1 I I 1 1-3/4" O.C. MIN. I I I I I I 2 PER ANGLE I I A I �4 I —1/4' DIA ULTRACONS 2 PER CLIP (1 ON EACH WINO) 2x2x1/a' ALUM ANGLE 1/4' DIA ULTRACONS IDE MULL 14 4 M 1/4' DIA uLTRAcoNs_ g 2 PER ANGLE Z o� o LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS •• ••• • • • • • •• m•mm YftwR�utoFw*la ° W. T NS W'ELCO' O � � Ito Er.NCRETE a ALUM2ANGLE8 M�M pO M 2-1/2" ; 1-1/4' Rryry S[aa0 IL z u, z 0 � w UJJ J I I 9T M 'j 1 J I M r2 ^ Z$la. z 7 NN 04 Ld LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS •• ••• • • • • • •• m•mm YftwR�utoFw*la ° W. T NS W'ELCO' W IX OR FLAT HEAD EQGE DIST. Aft EMBEDMENT Er.NCRETE 2-1/2" ; 1-1/4' 2-1/2' 1_1/2• Cob Ede t 12 - EW: JNAD AHMAD CIYR FLA PE 70592 CAN. • • • • Li" C S M A�)LES TO FR OJy••..,, TUBE MULLIONS. • • • S QR AN ES• ECTEp LY. MASONRY TO - PROTECTED • • • I�YiU-�ESI�1'ANl' Ci�T1F1as CFj•AS RITUMWOUS PAINT OR • R•WHDE NCTHACRYLAV ANCHORS TYPE 'C' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S � $ 4 drd�in— g M04-04 Sheet 6 of 6/16' IYfA ULTRACONS BY ' � • ULTHACgVS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. MIN. EDGE GIST. MIN. EMBEDMENT CONCRETE 2-i/2' • 4° 5/16° Dik ULTRACONS 5/16° DIN. ULTRACONS ` Ed. \PER CUP (2 ON EACH WING) 2 PER ANGLE , G� MIN. ' e r o o all I J i i I 1/ 11 ALUM2AN6y d M pgpq GLE �_____________1 I I FLOATING CUP p LI I I I I SNUG FIT MSIOE MULL I (pC �I aa� 1 I I 1 A14 SMS I i I I I I 4 P ANGLE I I (II05R IL U1 Z e 0In :S J I` +O I I I I I Z) FQtO tp I I L ll:/2°(2)L________ .......... i Z Z $ r� d I 31i 1 - g z I I � N eYS v I I ul N� u) I F LOCATION OF SCREWS CONNECTING ANGLES 70 TUBES g t ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 4 g $ • • •• • • • • • 0.o i rgr, JAVcra AD FIA. PE 70562 CAN. •• • • • • • • • • PRC+QUCTRBVI9BD dm nlmid0 _ ALL CUPS AND ANGLES TO FIT SNUG INT U1 MU ONS. • • • • • CLIPS OR ANGLES CONNECTED DIRECTLY C JO T • • • • • WITH ALK LI -RESISTANT COATINGS, SUCH AS MM S PAINT • • • • • • • • WATER -WHITE METHACRYLATE LACQUER. �=YinS with BuDdWg CG90 . -_ 0 /yna ' p g 2012 drowin n0. 9 M04-04 MAR aheel � of 8 6/16' IYfA ULTRACONS BY ' � • ULTHACgVS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. MIN. EDGE GIST. MIN. EMBEDMENT CONCRETE 2-i/2' • 4° .•.. •. •..•. • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 014 SMS SEE CHART FOR QUANTITIES TUBE MULLION ----- -- ANCHOR N0. OF CHART I SCREWS 010 FHSMS 2/ SIDE I 1TYPE C WAFF 1/8' THICK ALUM CHANNEL I TYPE E 4 LENOTH TO FIT SNUG INTO MULLION j TUBE MULLION 1 I TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION rOF CIDP ANGLE 1 CAULK JOINT AFTER ASSEMBLY 014 FH SMS 1-1/2' O.C.{MIN. ACCESS HOLE SEE T FOR TIES --- __......----- ----- 1 I I 1 THIS SCREW CAN BE INSTALLED IN EITHER I N10 FH SMS �• I 32 PER CLIP 1 DIRECTION I I 1' O.C. MIN., I1 I 1 I I 1 1-3/4' X 2' X 1/8' (FOR 2BY TUBE) 3/4' X 2' X 1/8' FOR (1BY TUBE ALUM CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 014 SMS • • • • • SUBSTRATE I Ed. - MIN. EDGE DIST. 1RUN, CL TO CL SPACING • • V 8/ 1/2' • • • • • • • • • • PRODUCTRBVTSBD • . • • • • • • ,�(ym8wB114hDF1oTld9 ... .. ... BuTldiagCodcZ-oBoa.34� ........... .. .. fir'° 12.c • • • • ••• • BY p 1 ... . • • . ••• • . • . . • • • • • • • • •. .. . . • •• •. .•. • • . .•. • • .LN Qg20tiL aTowing no. M04-04 A lmmmmlb MUNWAMM MIAMI •DADE MIAI4II DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINIS'T'RATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 ,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, 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: Seri ries 112000/2050" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series -2000/2050 Alum. Horiz. Sliding Wd-sv. (L.M.1)", sheets 1, 1. 1, 2 and 3 through 9 of 9, dated 08127/03, with revision G dated 05/15/12,* * *epared bY• .... Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Milami-Nde CQV] ty rroduct • Control Renewal stamp with the Notice of Acceptance number and expiration.Jjt9.1Jy the 1Mftvpi Dade...:. County Product Control Section. 90*:99 • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • 000000 ' LABELING: Each unit shall bear a permanent label with the manufacturer's or logy, citoy, state..;..' model/series, and following statement: "Miami -Dade County Product Control Appr61[p.6 ; unIbI9 btfterwisc•.. • • noted herein. • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has beck frled'and tIIolias been ""• no change in the applicable building code negatively affecting the performance of lis rc�duct. • • • • change • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revising 0r change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0223.96 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ylqlql NOA No.13-0617.28 DADSCouNTY Expiration Date: November 06,2018 FAH #j Approval Date: September 19,2013 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 03-0910.02) 2. Drawing No. W03-75, titled "Series 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision G dated 05/15/12, prepared by Ai—Farooq Corporation, signed and sealed by Jgvad Ahmad, P.E.. (Subtnitted under previous NOA No. 12-0223.46) 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, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 20294 along with marked—up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. (Subinitted antler NDA No. 09-1008.06) . 0 0 . 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • • • 004000 • • • • • • • • • s • 2) Uniform Static Air Pressure Test, Loading pdi" FBr, TAT202, 94 ' • 000. .. 000.0. 3) Water Resistance Test, per FBC, TAS 202-7;10•; • : • 4) Large Missile impact Test per FBC, TAS 201-w94 0000 :9900 5) Cyclic Wind Pressure Loading per FBC, TAS 001-94 • • • • • 0 • •; • • 0 6) Forced Entry Test, per ASTM F 588-04/06701OL-d petXBG 241r. • 0.. 3.2.1, TAS 202-94 • • 0 0. along with marked—up drawings and installation diagram Qo::. a t orizgntal.sliding...% window, prepared by Fenestration Testing Laboratory, Inc., Test Reports o. •' FTL-5338 and FTL -5475, dated 01/17/08 and 12/20/07 res}tec&ely, stgird and • 0 sealed by Carlos S. Rionda, P.E. "" (Submitted under previous NOA No. 08-0527.13 and 07-0928.13) Manuel Pere , P.E. Product Control Wminer NOA No. 13-0617.28 Expiration Date: November Q6, 2018 Approval Date: September I9, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBX=D B. TESTS (CONTINUED) 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. PTL --3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NDA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al—Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.42) 2. Glazing complies with ASTM B1300-98/04 0000 9.99 •9.99• D. QUALITY ASSURANCE of '0 64 1. Miami -Dade Department of Regulatory and Economic Resourees ff R) .. 0000.. 000000 . . • 0000.. E. MATERIAL CERTIFICATIONS • 000006#00 • • • • 0000 0000• 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont UpKamours.& Go., Ines •:9 • for their "DuPont Sentry Glass®. InterIayer" dated 05/26/10; axpyiring ori M714/17. ...... 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont .If 8N ours & Co., Inc. '. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring oar igh 1/16.0. • • • • 0000•• ••. • 0900 • • F. STATEMENTS ..:. 1. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P.E. (Submitted partially under previous NOA No. 12-0223.46) Manuel Pe z, .E. Product Control Miner NOA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submifted partially under previous NDA No. 12-0223.46) 3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NDA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTI -5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P.E. (Subinitted under NOA's No.'s 08-0S27.13 and 07-0928..13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.02) .... . . . .... ...... G. OTHERS • 1. Notice of Acceptance No. 12-0223.46, issued to ES Windov" *=*C, for tQr Series • • • "2000/2050" Aluminum Horizontal Sliding Window - L.M.f„gpyroved graa5/24/1r•••: and expiring on 11/06/13. • • • • • •••••• f Manueldr—e !, P.E. Product Con;o aminer NOA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-3 MIAMIDDADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SiV 26 Street, Roan 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE TPA) .ri,w.miamidademov/economx ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 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, 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 111500" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07131/03, with revision E dated 12/09/11, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control 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. 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. TERNIINATION of this NOA will occur atter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0223.41 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0617.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 Page 1 ' ' ' ' ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.41) 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0417.06) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) Manuel, P:);. Product Contr l Exa finer NOA No. - 17.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-1 I r J . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 12/12/11, signed and scaled by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.41) 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 Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P.E. (Submitted partially under previous NOA No. 12-0223.41) 2. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo, P.E. (Subntiued under previous NOA No. 12-0223.41) 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 08-04I7.06), 4. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted ander previous NOA No.08-0417.06) S. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted ander previous NOA No.06r-0308.05) 6. Laboratory compliance letter for Test Reports No.'s FTI --3810, FTL-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/1403, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 12-0223.41, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. Manuel er z, P.E. Product ContrAJEAminer NOA No. 13-0617.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 i WINDOW AND DOOR REPLACEMENT 30 NE 93 STREET, MIAM EXTERIOR ELEVATIONS GENERAL NOTES: 1. SERIES °2000/2050- ALUMINUM HORIZONTAL SLIDING WINDOW BY ES WINDOWS, LLC IN ACCORDANCE WITH MIAMI—DADE COUNTY PRODUCT ACCEPTANCE NO.: 13-0617.28, EXPIRE 11/06/2018 GLAZING: 5/16° LAMINATED GLASS MADE OF 1/8• ANNEALED GLASS .090 INTERLAYER PER NOA 1/8 -ANNEALED CLEAR GLASS SHORES, FLORIDA EXCLUSIONS : a) PROTECTION OF MATERIAL AFTER INSTALLATION. 2. SERIES °1500° ALUMINUM FIXED WINDOWS BY ES WINDOWS, LLC IN ACCORDANCE WITH - b) FINAL CLEANING. MIAMI—DADE COUNTY PRODUCT ACCEPTANCE NO.: 13-0617.26, EXPIRE 11/06/2018 c) INTERIOR CAULKING. GLAZING: 7/16° LAMINATED GLASS MADE OF : d) MIRRORS. 3/16° H.S. GLASS e) MOCK—UP. .090 INTERLAYER PER NOA f) PATCH—UP WORK. 3/16° H.S. CLEAR GLASS g) SHUTTERS. 3. SERIES "4000' ALUMINUM SLIDING GLASS DOOR BY ES WINDOWS, LLC IN ACCORDANCE WITH h) LOUVERS i) CUSTOM HARDWARE MIAMI—DADE COUNTY PRODUCT ACCEPTANCE NO.: 13-1115.03, EXPIRE 03/18/2019 GLAZING: 7/16° LAMINATED GLASS MADE OF 3/16° H.S. GLASS .090 INTERLAYER PER NOA 3/16° H.S. CLEAR GLASS 4. SERIES ALUMINUM TUBE MULLIONS —L.M.I. BY ES WINDOWS, LLC IN ACCORDANCE WITH MIAMI—DADE COUNTY PRODUCT ACCEPTANCE NO.: 12-0308.37, EXPIRE 09/16/2014 E R Mid T : Miami Shcras Village APPROVED BY DATE ZONING DEPT BLDG DEPT. SUBJECT 'fO CCMiPL1ANCE WITH ALL FEDERAL STATE ANu CCUN-1 Y RULES AND REGULATIONS 0000 CAN (EB) #9324 SHOP DRAWNGS CHECKED FOR STRUCTURAL REQUIREMENTS ONLY XCEL ENGINEERING CORP. 7500 NW 25 STREET, SUITE 296 MIAMI, _EL, 33122 (305) 772-5023 0�' 0�g�zhao, w ® m taeaeeusas�" �(4 �_ :2 0 a o 0 0 0 z a U� zm oz �Z �o CL a � U pOLuC ,.a Ln z O DO �O O PROJECT NO. 19OG SHEET N0. 01 of 4 ••• 0000.. 000.00 •••• ••• 0000.. •0•• 0000.. • • •0•• 0000 CAN (EB) #9324 SHOP DRAWNGS CHECKED FOR STRUCTURAL REQUIREMENTS ONLY XCEL ENGINEERING CORP. 7500 NW 25 STREET, SUITE 296 MIAMI, _EL, 33122 (305) 772-5023 0�' 0�g�zhao, w ® m taeaeeusas�" �(4 �_ :2 0 a o 0 0 0 z a U� zm oz �Z �o CL a � U pOLuC ,.a Ln z O DO �O O PROJECT NO. 19OG SHEET N0. 01 of 4 t u SLIDING GLASS DOOR 72" x 55' ()X) N.O.A. 813-1115.03 Q +47.1. -53.1 PSF 13 (3) FD&DD WINDOW 49 1/4' X Sr N.O.A. 813-0917.25 1X MULLION N.O.A 812-030&37 +47.1. -93.1 PSF SLIDING CLASS DOOR 190 3/4' X 79 3/4' (OXXO) KaA. 813-1115.03 19 +47.1, -63.1 PSF SLIDING GLASS DOOR 75' X 83 1/2' (X%) N.O.A. 813-111&03 +47.1, -51.1 PSF 0 HORI20NTAL ROLLER (XO) 18 N.O.A. 813-0617.28 +47.1. -51.1 PSF HORIZONTAL ROLLER 53 1/1 X sD 1/Y (XO) 19 N.OA 813-0817.26 +47.1. -51.1 PSF m 7 5-10' O HLz.Q ROLLER 53' x 50 1/2' 00) N.O.A. 81}0817.28 +47.1. -51.1 PSF 15 WIN � 63'� N.O.A. 813-0617.26 +47.1, -51.1 PSF 16 HORIZONTAL ROLLER 3Y X3B 1/2' (XO) N.O.A. B13-0817.28 +47.1, -51.1 PSF 2 (2) FD® WINDOW 3T X 63 EX G DOOR N.O.A. 813-0617.26 TO REMAIN 1X MULLION N.O.A. 812-0308.37 +47.1. -51.1 PSF SLIDING GLASS DDDR 7Y X 86' (XO) N.O.A. 813-1115.03 +47.1, -53.1 PSF 11 GARAGE HORIZONTAL ROI.I.ER 10 74" X 38 1/4' (XO) N.O.A. #13-0517.28 +47.1. -51.1 PSF HORIZONTAL ROLLER O37' X 28' (XO) N.O.A. 813-0617.28 +47.1, -51.1 PSF DOTING DOOR TO REMAIN OHORIZONTAL ROLLER 8 38 3/4' X 25 3/4' (XO) N.O.A. 813-0817.28 +47.1, -51.1 PSF OHORIZONTAL ROLLER 7 37 1/9' X 38 1/$ (XD) N.O.A. 813-0817.28 +47.1, -51.1 PSF HORIZONTAL ROLLER O37 1/8' X 38 1/4 (XO) N.O.A. 813-0617.28 +47.1, -51.1 PSF HORIZONTAL ROLLER 5 53' x 50 1/2' (%O) N.G.A. 813-0617.28 +47.1, -51.1 PSF O 01 -- 4-1'HORIZONTAL HORIZONTAL ROLLER HORIZONTAL ROLLER 47 1/2' X 45 3/4' (%0) 47 1/2' X 45 3/4' (XO) N.O.A. 813-0817.28 N.OA 813-0817.28 +47.1, -51.1 PSF +47.1, -51.1 PSF FLOOR PLAN NORTH NTS �5tEN,S*k0®s No. 506 M sees • • • 0000 • sees•• • • •sees• • 0000 sees sees sees •••see • • • • see•• •• •s • sees•• • sees• •• • •e• • CAN (EB) #9ST4 SHOP DRAWINGS CHECKED FOR STRUCTURAL REQUIREMENTS ONLY XCEL ENGINEERING CORP. 7500 NW 25 STREET, SUITE 296 MIAMI. X3122 H: °� a !s Ln 1.1 Ln z 9 c; ,*� c�cLn o PROJECT NO. 1906 SHEEP NO. 02 of 4 37" F.W. 37" F.W. 53" F.W. 47�" F.W. 374" F.W. 364" F.W. 37" F.W. 4 _ = U Li M cs ID O MI's LZ-� Z LO L=i 2 O �LO N C K N } m 2 OM a c 00 O 00 00 O HORIZONTAL ROLLER (2) FIXED WINDOWS HORIZONTAL ROLLER HORIZONTAL ROLLER HORIZONTAL ROLLER HORIZONTAL ROLLER o 53 X 50 1/2" (XO) 37 X 63" 47 1/2 X 45 3/4 (XO) 38 1/8 X 38 1/4 (XO) 36 3/4" X 25 3/4" (XO) 37 X 26 (XO) z N.O.A. #13-0617.28 N.O.A. #13-0617.26 N.O.A. #13-0617.28 N.O.A. #13-0617.28 N.O.A. #13-0617.28 N.O.A. #13-0617.28 +47.1, —51.1 PSF 1 X MULLION N.O.A. #12-0308.37 +47.1, —51.1 PSF +47.1, —51.1 PSF +47.1, —51.1 PSF +47.1, —51.1 PSF +47.1, —51.1 PSF a D 0 c� U Z W O C 4 U 53" F.W. o , 538" F.W. W ° F..:. • • • Zm= •••• ••• W um(n ••• 74" F.W. 37" F.W. .. :... v o— Z a :..' • • • U _ • 2 •••• • '. ' •••• :• • ALnNJ�� • y m m a L CAN (EB) #93 T 3�NN SHOP DRAWINGS CHECKED FOR °° E L �� STRUCTURAL REQUIREMENTS ONLY00 o XCEL ENGINEERING CORP. 7500 NW 2 EET, SUITE 296 MIAMI, 3 eeaeic��aee°aaaa�;� (305),,772-5023 ° HORIZONTAL ROLLER FIXED WINDOW HORIZONTAL ROLLER HORIZONTAL ROLLER"° .+'��E�<S° ®'�y z 74" X 38 1/4" (XO) 53" X 63" 37" X 38 1/2" (XO) 53 1/8" X 50 1/2" (XO) + 00 N.O.A. #13-0617.28 N.O.A. #13-0617.26 N.O.A. #13-0617.28 N.O.A. #13-0617.28 _a � No. 5 85 +47.1, —51.1 PSF +47.1, —51.1 PSF +47.1, —51.1 PSF +47.1, —51.1 PSF a o' s 3 • �o AY C C s Z,,j z 7 fir'• S fY 1 T' I'veLn w goy °r•r,•rrr �� M `f PROJECT NO. 19OG pyp�m,e �(Q SHEET N0. 03 of 4 72" F.W. t— u: co 00 M SLIDING GLASS DOOR 72" X 86" (XO) N.O.A. #13-1115.03 +47.1, -63.1 PSF co 72" F.W. 00 M SLIDING GLASS DOOR 72" X 86" (XX) N.O.A. #13-1115.03 +47.1, -63.1 PSF 1904" F.W. W SLIDING GLASS DOOR 190 3/4" X 79 3/4" (OXXO) N.O.A. #13-1115.03 +47.1, -63.1 PSF 492" F.W. 75" F.W. N SLIDING GLASS DOOR 75" X 83 1/2" (XX) N.O.A. #13-1115.03 +47.1, -51.1 PSF F.W. N 492" F.W. (3) MED WINDOWS 49 1/2" X 63" N.O.A. #13-0617.26 1 X MULLION N.O.A. #12-0308.37 +47.1, -63.1 PSF ONA • • W •••••• t,u •••• • •••••• • 1!(q .. • •••• ••• 0mo • • • • 111 •••• ••• Z7iU:••• •••••• • muco'! ••• • • • •060 0 T� •••a•• CAN (EB) #932.4' Vi 3 CNN SHOP DRAWINGS CHECKED FOR a N E o STRUCTURAL REQUIREMENTS ONLY Uri XCEL ENGINEERING CORP. 7500 5 STREET, SUITE 296 M I, FL 33122 305) 772-5023 � o IL a O U Z N � O aa� `:FLU O� C0 0 PROJECT NO. 1906 SHEEP N0. 04 of 4 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -2000/2050 ALUM HQBIZ. SLIDING WIND01 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD 13UCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EN48EDMENT 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. e" MAX. HEAD/SILL CORNERS i e x' 11 B M I 00p #r .. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -2000/2050 ALUM HQBIZ. SLIDING WIND01 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD 13UCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EN48EDMENT 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. e" MAX. HEAD/SILL CORNERS i e x' 11 B M O 00p #r .. 11 It jI Ii I ISI" WINDOW VADTH 10" MAX. A HEAD/SILL 00 11 #r .. 11 It jI Ii I / I� /. II ^I ^ li JP it M tv_— Il 11 Il 11 ti II !I Il II II 11 �t II 11 II 1[ It II II B 6.7 E {Y II I 1 t I t SEE E SHEET 33 1/2" 33 3/8" O.L. OPG. D.L. OPG. 37 5/8" TYPIC& ELEVATIO SERIES 2000 pRODUCI'ItSVISED ns complywSwIth the Flodda AullditillCodo 12 - 02Z3, 4 to Aecept� o& ;0 MiAttt adePro uct COMA) 0 FALSE MUNTINS z /—(SURFACE APPLIED) C MAY BE USED 1 �a C N aa; o CY lw . wz 33 1/2" D.L. OPG. 6 8 37 5/8" f11L TSE j •70592 W.N. 3538 • LAMINATED GLASS LARGE MISSILE IMPACT r ndOOUC'F'tt�fY� is emptying with the M Raiding Code &mptanee No 13— . s 1;(,pirnUon Dane 18 11y� )V11eni Dade Prbdthct Co E�7' ' t F g crowing no. W03-75 sheet 1 of 9 a z I Z§ /8" ANN. GLASS _.090" INTERLAYER SENTRYGLAS BY 'DUPONT' f/8" ANN. GLASS SILICONE /-DOW CORNING 795 1'71" GLASS TYPE 'A' 1/8" ANN. GLASS 090" INTERLAYER BUTACITE PVB sY 'DUPONT' 1/8" ANN. GLASS SILICONE r 001,9 CORNING 798 2 YA .. o GLASS TYPE 3/16" ANN. CLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS SILICONE DOW CORNING 795 ig xt. o GLASS TYPE F5 FA z a in N 18" BEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN.-D. CLASS SILICONE /•0049 CORNING 795 GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS _.090" INTERLAYER BUTACITE PVB BY 'DUPONT' rt/a" HEAT STREN'D. CLASS l SILICONE t /-DOVI CORNING 795 GLASS TYPE 'BI I 5/32" HEAT STREN'D. GLASS .090" INTERLAYER ^BUTACITE PVB 8Y 'DUPONT' 1LDSDIOLIVC "T STREN'D. GLASS ONE CORNING 795 GLASS TYPE SILICONE SILICONE QOW CORNING 795/983, DOW CORNING 795/983 2f i i t ii �i is +n 9A I; 9B !j is i. ij l i 1. i! jl ll it a � k 6/16" LAM, GLASS 7/16" LAM. GLASS ;ILLY. GLAZIQ OPTIONS SQUARE GLAZING STOIC CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 5/32" HEAT STREN'0. GLASS 1090" INTERLAYER �SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE FDOV/ CORNING 795 GLASS TYPE 1>RoDucrI2t3VI5130 tiv complying Willi the P10I Building Cotte t Accoptanoe No Exp n ato• Mlamt D de Pro uCI Conila M z 0 90 a Ow ,q d 00�g fL 30 �x� 01121 Engn JAVAD AHMAD r FLA,' PE 70592 yy complying llh the Bl0fi6i CAN. 338• , !toiding (:ode • q Acceptanee No3 -�ircl , ' nO�V F ph ation Date41 A [.s fiy y � i 511ami paste PrBtluct Cont MME c1row(ng no. wo311 - v co cqcilrah 10. . Engn JAVAD AHMAD r FLA,' PE 70592 yy complying llh the Bl0fi6i CAN. 338• , !toiding (:ode • q Acceptanee No3 -�ircl , ' nO�V F ph ation Date41 A [.s fiy y � i 511ami paste PrBtluct Cont MME c1row(ng no. wo311 - AI SIGN LOAD CAPACITY -- PSF (XO OR OX SIZES) SERIES 2000/2000 VINDOiY DIMS. STD. MTG. RAIL (FRAME SILL *1, 2. 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD UIdITATIONS H.D. UTG. RAIZ. (SILL *3 & 4) GLASS TYPE 'Al' GLASS TYPE 'Al' GLASS TYPE 'Bi' GLASS TYPE 'A' GLASS TYPE 'Bl'GLASS TYPE 'D' A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'II° GLASS TYPE 'Ti' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 28-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 37" 26"4 70.0 80.0 70.0 90.0 70.0 80,0 80.0 90.0 53--1/8" (3) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 74" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26--1/2" 3 70,0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 37" 38^-3/8" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 74" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 28-1/2" 37" 53--1/8" 74" 50-5/8"F (4) 370.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 70.0 90.0 70.0 80.0 $0.0 90.0 70.0 80.0. 0 70.0 90.0 70.0 80.0 80.0 90.0 - - 70.0 90.0 70.0 80.0 80.0 90.0 26-1/2"3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 37" 53-1 /8" 63" (5) 4 58.9 87.3 70.0 90.0 70.0 80.0 80.0 90.0 5' 42.6 48.7 70.0 86.6 70.0 80.0 80.0 90.0 74" 7 - - - - - - 80.0 90.0 24" 38" 48" 80" 72" " (2) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 B 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 3 70.0 1 80.0 70.0 90.0 70.0 80.0 80.0 90.0 36" " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 48" 60" 72" i3) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36" 3 70.0 1 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90A 48" 60" 72" (4) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 $0.0 90.0 24" 36" " 3 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 48" 80" 72" (5) 5 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 6 45.1 51.5 70.0 87.3 70.0 80.0 $0.0 1 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 e A m NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAM13 41 STO. SILL WITHOUT RISER STD. SILL WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS 70 70.0 PSF 4 SEE DETAILS 13ELOW FOR EXT(+) LOAD LIMITATIONS 4 HI -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER LIMIT EXT.(+) LOADS TO 67.5 PSF LIMIT EXT.(+) LOAOS.TO 80.0 PSF STD. MTG, RAIL S-2000 F i`�_tCt�3;11_ STD. MTG-RAIL S-2050 H.D. MTG. RAIL S-2050 PRODU r r+r VI B i+lottd9 as ootnIII •8urid[naCotlo I "" S+46 AC NO ate �� 1tfI7::S31lIP� MOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05,DEC--219 10 t d JA AD,AH?A FLA. PE 70592tiQ3F?OCf 12R1EW C.A.N. 538% .13 ci)mplying tvlih the plot qniding Cotte 8 e�Q�t• Acreptaaee No -Q •pirado" Date. "°. (�� r .8Y I / j drnvttnq no. U ami de Prdilud.Coss( '; "' W03-75 sheet 2 of 9 • R En yV • z �Axe Z in chi • (n , , 10 t d JA AD,AH?A FLA. PE 70592tiQ3F?OCf 12R1EW C.A.N. 538% .13 ci)mplying tvlih the plot qniding Cotte 8 e�Q�t• Acreptaaee No -Q •pirado" Date. "°. (�� r .8Y I / j drnvttnq no. U ami de Prdilud.Coss( '; "' W03-75 sheet 2 of 9 • DESIGN LOAD CAPACITY -- PSF (}COX SIZES) SERIES 2000/2050 A IYINDOIY DIMS. (FRAME SILL *l, BELOW FOR EXT(+) LOAD STD. MTG. RAIL (FRAME SILL *i, 2, 3 & 4) DETAILS BELOW FOR EXT(+) LOAD 1.11ZATIONS H.D. MTG. RAIL SEE (SILL "3 & 4) GLASS TYPE 'Al' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS.TYP9 'A' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'D' A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'I;' WIDTH HEIGHT WIDTH EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) EXT.(+) INT.(-) 74"" 108-1/4" 111" `6) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 to 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 to - - - - - - 80.0 90.0 74" 108-1/4' I I V 383/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 '10 - - •- -. - .. 80.0 90.0 74 106-1/4" I t i" 50-) (4) 7 70.0 Sao 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - -- -- - 80.0 90.0 74" 108-1/4" fill. (5) 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 10 -- - - - - - 80.0 90.0 to -- - - - - - 80.0 90.0 72" S4" 96" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.o 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 1081, 38" (3) 7 70.0 80.0 70.0 90.0 • 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0-- to 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 88" 108" 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 86" fob" 60" (5) 7 54.2 81.9 70.0 90.0 70.0 80.0 $0.0 90.0 8 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 -- - 70.0 78.7 1 70.0 1 78.7 80.0 MO A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB a f (1/3W1) (I /31N) OPERATING VENTS TO BE 1/3 OF STD. SILL WITHOUT RISER STD. SILL WITH RISER LIMIT £XT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS 70 70.0 PSF 4 SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS 4 Sm Lara. a! 2..2050 r:R�a DESIGN -LOAD CAPACITY -- PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL SEE DETAILS (FRAME SILL *l, BELOW FOR EXT(+) LOAD 2, 3 & LIMITATIONS 4) H.D. MTG. RAIL (SILL *3 & 4)* GLASS TYPE 'Al' GLASS TYPE 'A' GLASS TYPE 'BI', . GLASS TYPE `B' GLASS TYPE 'C' GLASS TYPE D GLASS TYPE 'A1' GLASS TYPE 'BI' GLASS TYPE 'D' GLASS TYPE 1? WIDTH HEIGHT EXT.(+) INT.(-) EXT -0) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 108-1/4" 26' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 to 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 TV 106-1/4" 111" 38-3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 t0 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 50 -air r 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74" 6�) 7 - -- - - - - 80.0 90.0 72" 84" 96" IQs" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" l08" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80,0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 98" " (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - -- - - - 80.0 90.0 72" 80" (5) 7 - - 70.0 80.o 70.0 80.0 80.0 90.0 • A a NO. OF ANCHORS PER HEAD & SILL ( ) - N0: OF ANCHORS PER JAMB HI -RISE SILL WITHOUT RISER HI --RISE SILL M714 RISER LIMIT £XT.(+) LOADS TO 66.7 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF OPERATING VENTS TO BE 1/4 . OF THE WINDOW WIDTH PRODUC'C RBVISBD as ootnplylun uIlb the Florida I3u€€dift IN 12.,,0 4(o Acceptattoe R10 t ; 1s"+ 8 do De D!3 A�Ila�ni ade Pro uct Control NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05--DEC-219 CmL FLA. PE # 70592 t CAIN. 3538 ."Room RIENEftv as complying mith the plandt, 9nldtng Code Acceptance No fapiratlOn Dere F`^Y�.�'ii��, QY H1€ar•I s� rrrAtari ��c`� 1 01 11'01 d 90 � 4Z11011 1 462 (1/01) 0/2W) i 4 (1/4W) 4- �o OPERATING VENTS TO BE 1/4 . OF THE WINDOW WIDTH PRODUC'C RBVISBD as ootnplylun uIlb the Florida I3u€€dift IN 12.,,0 4(o Acceptattoe R10 t ; 1s"+ 8 do De D!3 A�Ila�ni ade Pro uct Control NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05--DEC-219 CmL FLA. PE # 70592 t CAIN. 3538 ."Room RIENEftv as complying mith the plandt, 9nldtng Code Acceptance No fapiratlOn Dere F`^Y�.�'ii��, QY H1€ar•I s� rrrAtari ��c`� 1 01 11'01 d 90 � 4Z11011 1 462 LU od LC drawing no. W03--75 • • sass•• • sass• sass• asses • • • a•.•. 10*0• • �o m la. y Q(� M �• N N •7 CNI LU od LC drawing no. W03--75 • • sass•• • sass• sass• asses • • • a•.•. 10*0• • TYPICAL ANCHORS Ed METAL STRUCTURE TYPICAL ANCHORS SEE ELEV FOR SPACING -------------------- I ;MIAMI- OADE COUNTY APPROVED I I I IMULLION & MULLION ANCHORS I I j SEE SEPAWE NOA j it Ed I' 1� I f WOOD BUCKS AND METAL, STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACt;?�N BY „9=' (FU -177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y' BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-4/4" MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) SEE ELEV. FOR SPACING INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. � .050'1 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f`a = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm - 2000 PSI MIN. SEALANTS: : • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL -94 SEALED WITH WHITE/ALUMINUM COLORED SILICONE. e.• )VE,HPHOLES: 'e W1 = 1-13/16" X 1/4" WEEPHOLES AT 3- FROM EACH END .� WITH PLASTIC BAFFLE ., W2 = 1/4" WEEPHOLE AT TOP & 80TTOM RAIL 1- FROM EACH ENL PR011UCT REVISED a complying, %vilit "Viorida Building Code Accnptincallo 11 �© ear iamt Atls Pro act Control SERIES .2000 ' Sr�IES-205"0 Ertgr: AYAO AHM } CNtL 'RODUCT ttv'NEl1 FIA. PE j 70892 4seornplyingwith the Fiot 9 ' s G,A N 3b38'R grlrfing Code p Ed o d� Acceptance No: 1 t ° 1BY f 'Plratlon Date � WOOD BUCK PICAL ANCHORS Ry SEE ELEV l4lism we pr6duet C n FOR SPACING t' o CL all Iz A a 0 aaa 0 4� 12 4 W Zr 031=1 e e drOwinq no. W03--75 TYPICAL ANCHORS SEE ELEVS. FOR SPACING I ------------------- COUNTY APPROVED II a e I (MULLION & MULLION ANCHORS 1 i s •.a f, kISEE SEPARATE NOA 1k Ea A o II If e- II Ed II AF'] r ALT. @ -- I I ALT. I 27 w Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/R9MARXS 1 ES1003 1 FRAME HEAD 6063–T6 2 ES2001 1 STD, FRAME SILL 6063–T6 2A ES2012 1 H1–RISE FRAME SILL 6063–T8 3 ES2003 1 FRAME JAMB 6063–T6 – 5 ES1005 1/ VENT FIXED RAIL (S-2000) 6063–T6 – 59 ES1051 1/ VENT FIXED RAIL (S-2050) 6063–T6 – 6 £S1004 1/ VENT STD. VENT MEEnNG RAIL (S-2000) 6063–T6 $A ES2004 i/ VENT H.D. VENT MEETING RAIL (S-2000) 6063–T6 68 ES1032 I/ VENT STD. VENT MEETING RAIL (S-2050) 6063–T6 6C ESIO53 I/ VENT H.D. VENT MEETING RAIL (S-2080) 6063–T6 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 6063–T5 – 8 ES1008 1/ VENT JAMB STILE 6063–T5 9 ES1008 AS REQD. GLAZING BEAD 6063–T5 – 9A ES1103 AS REQD. SQUARE GLAZING BEAD (5116" GLASS) 6063–T5 – 96 ES1017 AS REQD. SQUARE GLAZING BEAD (7/18" GLASS) 6083–T5 10 ES2002 1 SILL TRACK INSERT 6063–T5 – I1 ES2011 AS REQD. STD. SILL RISER 6063–T5 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063–T6 AT B" FROM ENDS 12A $L.203 2/ VENT SWEEP LATCH ZAMAK AT 11" FRO44 ENDS, BY INTERLOCK 126 i6 X 1" 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS 13 E$1012 i/ LATCH VENT LATCH SPRING ST. STEEL 14 CIB251N AS REQD. FOAM FILLED FABRIC W'STRIPPING – SCHLEGEL 15 06 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #8 X 3" 2/ VENT FIX. RAIL. SILL SCREWS (STD. SILL END) CRS P.H. SMS IGA (10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI–RISE SILL END) CRS P.H. SMS 17 W23211 NO AS REQD. VENT & FIX. RAIL W'STRIPPING – ULTRAFAS 18 V12329ING AS REQD. FRAME JAMB W'STRIPPING ^ ULTRAFAS 19 WPHL-100 2 BAFFLE, AT 3" FROM EACH END – M & M PLASTICS 20 #8 X 1/2" 2/ BAFFLE BAFFLE SCREW – F.H. SMS • 21 ES1O10 AS REQD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' �. 21.1 ES4013 AS REQD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' •• 21A 27-425 AS REQD. GLAZING GASKET EPDM DUROMETER 60 SHORE `A' 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC 23 ES2006 2/ VENT ROLLER BRASS/ST. ST. – 24 ES2005 2/ VENT ROLLER PIN ST. STEEL – • 25 – 1/ WEEP OPEN CELL FOAM PAD – 1" X 3/4" X 1" LONG • 26 1/ VENT 5/16" BOX SCREEN – OPTIONAL 27 ES1505 – FLUSH FRAIAE ADAPTER 6063–T5 OPTIONAL PRODUCT REVi z fts a mNlylnawill%00lWAI I3uic[caping Coco 1 .,uAGRL . j�ate W-006 roduct al 4� *11 19r: J CML",AD e 9 FLA. PE # 70592 4t©DUCi' RRidwkv CJ N,Zk548Its cemplying with the Flat guiding Code^ acoptanec No - c.' Mention We n drowing no. ?e8�ani We P' nt1 Ci�s+tr"W03-75 `Y sheet 5 of 9 l 0 01 0 0 cy m Eag 0 He Gi *11 19r: J CML",AD e 9 FLA. PE # 70592 4t©DUCi' RRidwkv CJ N,Zk548Its cemplying with the Flat guiding Code^ acoptanec No - c.' Mention We n drowing no. ?e8�ani We P' nt1 Ci�s+tr"W03-75 `Y sheet 5 of 9 9 j4" iAAX. VENT WIDTH SHIPd D.L.O. t2 _ 3 STD. IMETAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING l; x ........ SCREEN OPT. ......,--- 5 EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1/4' MX. -smmS �.41BY Q WOOD SUCK ,.•a o TYPICAL ANCHORS SEE ELEV. . a FOR SPACING �r HEAVY DUTY Ll uali drawing no, W03-75 sheet 6 of 9 Al STRUC [CAL ANCHORS ELEV. SPACING Q HEAVY DUTY SEE ELEV. FOR SPACING �+n vrrvat�c n � � drowing no, WO3 -- 75 . ! , 2.330 j� 1.242 j 2.186 ' 3-0,y .857 f .71� j �� T .813 1.434 � .837 .so3 .062 ,.147 2.083 2.063 062 .082 .930 1.130 1930 1.130 �- � 329 .�.._ 803O L050. e` M .062 '0 2 93Q a7 9 GLAZING BEAD .837 t� . L250 1.250 .ata VENT TOP/BOTTOMRAIL1.421 2.188 .082 .949 1.149 .868 .930 1.400 {� FRAME HEAD 1.122 .780 .0T8 1.230 STD, MEETING RAIL. STD, MEETING RAIL SERIES -2000 89 SCRIES-2050 2.083- 2.063 .062 .062 1.830 �'` 1.630 SQUARE GLAZING STOP .203 .803 .050 ®� � a 0 � [� a LL z 7 all 992 1.tt8 ata .930 t2 VENT LATCH .983 ,062 .489 1.230 .8i 3 .837 1.280 1.280 2.190 96 � 2.375 2.996 O8 JAMB STILE `062 .770 500 H.I). i1kf:ET1NG RAIL H.D. MEETING RAIL, ® SERIES -2000 8C SEMES-2050 SQUARE GLAZING STOP 2.130 I �� 2.133 2.181 5.675 _j 0`04 °500 2.330 .082 2.'392 2.555 27 FLUSH FRAME ADAPTER 1.212 .992 1.212 .992 `E W6 0 C 4* U2 STD. FRAME SILL 1.679 282 .888 62 062 L-01.250 1.280 • 61 • z•••� z {Jj Co % 4. 992 1.118 082 .813 TV. .989 .719 , . .983 I� FRAME JAMB FIXED RAIL FIXED RAIL Q SERIES -2000 SERIES -2080 • 8 078 .078 2.818 .068 • a 3.437 500 .450 2,60 046i'e-2.330 o zia L-2.330 .046-- •p-� iy4� $ r o Ht -RISE FRAME 'SILL 11 SILL RISER PROD'UCTRUVIa13D Ascom t tugwtthdtaFtOrtda Engr: JAVAD .AfW0 r � - RAA Pt 8 70592 ' C.A.N. 538 e� 1 ��d'� IRODUC'i! FtFNEVMIP as IdIricomplying withthe lylotsYbS, nnidtngCale 4� cc ptearr No g •° n N .188 �j 1 .062 ZrjO 3t2 .328 224 rT. .$43 .368 1.098 �I .250 t 15 �- But1dW Cado ,, , Am. COiration r D . 1?ats i� ny 6nnro ��rQa�.co� drawing no. 21 z1.t W03--75 to SILL TRACK GLAZING WEDGE SCALE 1:1 M;amt a aprodaci antro sheat 8 of g 0000•. • • 0000•' • 0000• • •• ••4 • ••••d .•••1 ••0001. •00.0• m 0 � Y7—� �-�i�•or�rrcye a i � o � nwit o "�b Cw3 b OOQ�C� W� al l e a s 2 �. Ul • • •.. Its y revisions: OL dole oa-z�-os _.-- sa4- /fie &t How. SUDIrG waw. (ULL) AL-FAROOQ CORPORATION a o FtF o e escnp on 1ENGINEERS & PRODUCT DEVELOPMENTyr��t/z' - �'••E.S. WINDOWS, LLC w�`m �c Os.t2.os GFWAL REVISION =5 S.W. 87 AVE5220 N.W.• 72. AVE. SAY #4 MIAMI, FLORIDA 33 .74br• HAWD q&ma9 MEM ROASQN41FTEI.. cso572s4Si00 FAX (Wb 262.69'78 1249.11 NO cHmm sm • • t° °�k G 45.18.12 No cHANce TEL �3a5} , -7 - Fnx. (30) 624-7777COMP—ANL\WO3-7sES r— All 1 I.WINDOW WIDTHI WINDOW YAOTH YANVOW VnUTH I I I I f I WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 11 i c SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'O WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. -9 .PAU FROM ENDS A MD/SILL AS complying with the Ft fift a 'tniding Cede AccQptanceNo 113-0 •2�_' Qto (Yv II iE L��= D ham• • • 1�}Serol nde Prbdtlet 426s' : Z•- It 11 •, �I II ,. c °D .. �i y =a=ii = Y7- SHUTTERS ARE Kor, , KquiRp. • 1 ll �l Il B 44 3/8" D.L. OPG. 48" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 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 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. F3'L7MPl-0IS3TLY10�1 FALSE MUNTINS (SURFACE APPLIED) MAY B£ USED -RODUCT RENRW0 AS complying with the Ft fift a 'tniding Cede AccQptanceNo 113-0 •2�_' Qto Stiiration hate CaE$ � D ham• • • 1�}Serol nde Prbdtlet 426s' : Z•- •, ,. c °D .. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. - • SHUTTERS ARE Kor, , KquiRp. • • E -RODUCT RENRW0 AS complying with the Ft fift a 'tniding Cede AccQptanceNo 113-0 •2�_' Stiiration hate CaE$ 1�}Serol nde Prbdtlet 426s' : o` c °D " c THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 's SHUTTERS ARE Kor, , KquiRp. o , n .aUL � drowing no. IN03--57 1/8" ANN. CLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' 1/8" ANN. GLASS SILICONE DOW CORNING 795/983 ADHESIVE 6 XNFOAM TAPE OPTIO J cc 0 ,S GLASS TYPE 'A' 3/16" ANN. GLASS .090" INTERLAYER S£NTRYCLAS "' 'DUPONT' 3/16" ANN. GLASS SILICONE bOW CORNING 795/983 ADHESIVE z II i FOAM TAPE OPT(ONA GLASS TYPE 'B' GLASS TYPE 'C' '16" ANN. GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' 3/16" ANN, GLASS SILICONE OOIV CORNING 795/983 ADHESIVE FOAM TAPE GLASS TYPE 'B1' '16" HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERLAYER HEAT STREN'D. CLASS SENTRYGLAS BY 'DUPONT' SILICONE 3/16" HEAT STREN'D. GLASS V3/!8" ADHESIVE SILICONE DDIV CORNING 795/983 + z (n ADHESIVE z 6• FOAM TAPE ij li t OPTIC,+ GLASS TYPE 'C' '16" ANN. GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' 3/16" ANN, GLASS SILICONE OOIV CORNING 795/983 ADHESIVE FOAM TAPE GLASS TYPE 'B1' '16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' HEAT STREN'D. CLASS SILICONE DOW CORNING 795/983 V3/!8" ADHESIVE 2!ti FOA A TAPE t i 5 GLASS TYPE 'Cl' rel SILICONE DOW CORNING 795/983 SILICONE. DOW CORNING 798/983 5/16" LAM. GLASS 7/16" LAM. GLASS • ALT: GLAZINQ OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 5/32" HEAT STREN'0. GLASS .090" INTERLAYER L8 BY 'DUPONT' AT STREN'D. GLASS LICONE W CORNING 793/983 ADHESIVE %FOAM TAPE GLASS TYPE 'C2' .�. ! L:ngr JAYA(�1'-ti�t A�� F`FN 1 .1 '.70562... .70562 , � sf� IPTG 'RODUCT RENEWED "complying with the 0100& cUA guiding Codi Acceptance IN j I P , E iratton Date P t •5 L fNlem s 1?rbrtrict, oa �, • t i .t o N UCT RtytIpp) s � ling mplyt7inod0Y 11 dda 40 l; �plance o atcLl Q/ drovAng no. n! tJ ds Pm uct Con[rol W03-57 / ." , WINDOW DIALS. NoTN I HEIGHT 18" 24" 30- 36" 42" 48" 54' 18" r 30" 4y6" 48" 54" 60" tab 24' 30" 35" 42- 48" 54' BO' 18" 24" 30" 36" 42" 48" 54" 6011 8" 24" 30" 36" 42- 48" 18" 24- 30" 36" 42" 48' 18" 30" 36" 35" 48" 60" 72" a4" 90' 96" DESIGN LOAD CAPACITY - I'SF ! ! ! ! i� ANCHOR TYPES A & GLASS TYPE ,A' GLASS TYPES '01 & 'B1. T.(+) INT.(-) EXT.(+) INT.(-) .0 70.0 70.0 90.0 .0 70.0 _T7.8 70.0 72.0 7.6 70.0 57.8 57.6 .0 48.0 48.0 48.0 0 48.0 48.0 4&0 .0 46.0 48.0 48.0 .0 48.0 48.0 48.0 O .0 46.0 70.0 48.0 70.0 48.0 90.0 .0 70.0 70.0 72.0 .6 57.6 57.6 57.6 .0 48.0 48.0 48.0 .1 41.1 41.1 41.1 80.0 - 36.0 38.0 D 1 1 - 36.0 36.0 -2 - 36.0 36.0 .0 70.0 70.0 9o.0 4.0 70.0 70.0 72.0 .6 57.6 57.8 57.6 .0 48.0 48.0 48.0 70.0 - 41.1 41.1 80.0 - 36.0 36.0 70.0 1 70.0 90.0 70.0 80.0 57.6 57.6 70.0 .0 70.0 70.0 90.0 d 70.0 70.0 72.0 .6 57.6 57.6 57.6 80.0 41.1 48.0 48.0 60.0 70.0 90.0 70.0 80.0 36.0 36.0 - i� DESIGN LOAD CAPACITY - PSF ANCHOR TYPES 'D' & 'C' I .' 'CO.LASS TYPES C'CIl & l4N' GLASS TYPE 09 GLASS TYPES ID(! & '1110 m f 1 1 INT.(-) EXT.(+) 1 f 1 f i f EXT.(+) 1NT.(-) 70.0 80.0 70.0 70.0 ao�o 1 90.0 70.0 1 80.0 70.0 72,0 70.0 70.0 70.0 90.0 70.0 80.0 ®�lm f 1 1 f ® ! m, 70.0 90.0 70.0 80.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 70,0 70.0 70.0 90.0 70.0 80.0 !! f! 1! D 1 1 ME&= 90.0 vow -2 48.0 48.0 70.0 1 70.0 70.0 90.0 70.0 80.0 sa�s� 48.0 67.3 67.3 C DESIGN LOAD CAPACITY - PSF ANCHOR TYPES 'D' & 'C' I .' 'CO.LASS TYPES C'CIl & l4N' GLASS TYPE 09 GLASS TYPES ID(! & '1110 GLASS TYPES !C,' lets & .C29 EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 70.0 80.0 70.0 70.0 70.0 1 90.0 70.0 1 80.0 70.0 72,0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 $7.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 70,0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 70.0 1 70.0 70.0 90.0 70.0 80.0 46.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 70.0 80.0 70.0 70.0 70,0 90.0 70.0 80.0 70.0 72.0 70.0 70.0 1 70.0 90.0 70.0 80.0 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 36.0 36.0 -- - 70.0 90.0 70.0 80.0 70.0 80,0 70.0 70.0 70.0 80.0 70.0 80.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 41.1 41.1 - - 70.0 90.0 70.0 80.0 38.0 36.0 - - 70.0 90.0 70.0 80.0 32.0 32.0 -- - -- - 62.2 71.1 72. 28.8 - -- - -- 56.0 64.0 t28.6 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 84.2 64.2 70.0 90.0 70.0 80.0 48.0 4&0 - - 70.0 90.0 70.0 80.0 41.1 41.1 - - - - 70.0 80.0 36.0 36.0 - - - - 70.0 80.0 32.0 32.0 - - - - 62.2 71.1 28.8 28.8 - - - - 56.0 64.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 - - 70.0 90.0 70.0 80.0 48.0 48.0 - - - -- 70.0 80.0 41.1 41.1 - ^ - -- 70.0 80.0 36.0 3&0 - - ^ -- 70.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80,0 70.0 72.0 1 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 - - 70.0 90.0 70.0 80.0 48.0 48.0 - - -- -- 70.0 80.0 41.1 41.1 -• - -- - 70.0 80.0 36.0 36.0 - - - - 70.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 57.857.6 - - 70.0 1 90.0 70.0 80.0 48,0 48.0 -• .. - - 70.0 80.0 41.1 41.1 NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). • DESIGN LOAD CAPACITY - PSF ! I DESIGN LOAD CAPACITY - PSI? WINDOW DIALS, ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'D' & `C' GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES 'A' 'D' & 'D1' V. 'CI' & 'C2' 'A' 'B' & '81' 'C', 'Cl' & 'C2' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INTO(--) EXT.(+) INT.(-) EXT.(+) INT,(-) EXT.(+) INTO(-) 18" 24" 30" 108" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 -- - 70.0 90.0 70.0 80.0 . - ^ - - 57.8 57.6 - - - - 70.0 80.0 36" 70.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18" 66.5 66.5 66.5 88.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 58.2 70.0 90.0 70.0 80,0 58.2 58.2 70.0 80.0 70.0 80.0 24' 70.0 -70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 30" 12010 150. - - - 57.8 57.6 - - - - 70.0 80.0 38" 70.0 - - 48.0 48.0 - -^ -- - 70.0 80.0 FUIs7t0592 CAAN.30 05 1 I DEG nz M PRODUCTRMS01) $ I auplyxt►Swi(t111hs{Fllorldo ` Ans11�Nis oi�✓ �.! t ` to -win g 110. � atnl D& Pao uct .outrol 0 3 57 ! I DESIGN LOAD CAPACITY - PSI? r710AU Rf;NEW1M WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'D' & 'C' CLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES A' 18` & 'DI' V. lC1' & 'C2' 'A' 'Df & 'DI' `C'1 'CI' & 'C2' WIDTH 14EIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT,(-) 26-1/2* 37" 48" 53-1/8" 26' 70.0 1 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 1 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0- 66.5 66.5 68.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 88.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19-1/8" 28-1/2" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37' 38-3/8" 46.7 415.7 46.7 46.7 46.7 48.7 68.1 68.1 70.0 90.0 70.0 80.0 48" 53-1/8' 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19-1/6' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.o 70.o 80.0 26-1/2' 37' 50-5/8- 65.2 85.2 65.2 65.2 65.2 65,2 70.0 70.0 70.0 90.0 70.0 811.0 46.7 46.7 46.7 46.7 46.7 48.7 68.1 68.1' 70.0 90.0 70.0 j 80.01• 48" - - 36.0 38.0 38.0 36.0 - -- 70.0 90.0 70.0 8OV. • 53-1/8' - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75:d' 19-1/8. 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 807 28-1/2' 37' 58- 65.2 65.2 • 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80. 48" 53-1/8' - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 8O.Q1 • -- -- - - 32.5 32.5 - - - - 63.2 72. 19-1/8' 28-1/2' 37" 48' 63" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.01 65.2 65.2 85.2 85.2 85.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 -- - - - 38.0 36.0 -- - - - 70.0 80.0 32.8 32.5 - - - - 63.2 72.3 19-1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2' 37' 48' 53-1/8' M-1/4" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 - - 46.7 48.7 46.7 46.7 0.0 70.0 80.0 - - - - 36.0 35.0 - - 70.0 Ali 80.0 - -- - - 32.5 32.5 - - 63.2 72.3 FUIs7t0592 CAAN.30 05 1 I DEG nz M PRODUCTRMS01) $ I auplyxt►Swi(t111hs{Fllorldo ` Ans11�Nis oi�✓ �.! t ` to -win g 110. � atnl D& Pao uct .outrol 0 3 57 ! I r710AU Rf;NEW1M g with the Mi :1nt!ling t It 44raveplan No _j f xpiratla to Aliami It Pffti tCnMi OTE: � 1VI07H AND LENGTH DIMENSIONS SAN BE ORIENTE VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. FUIs7t0592 CAAN.30 05 1 I DEG nz M PRODUCTRMS01) $ I auplyxt►Swi(t111hs{Fllorldo ` Ans11�Nis oi�✓ �.! t ` to -win g 110. � atnl D& Pao uct .outrol 0 3 57 s TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS "—SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. <.n s RucTURT: TYPICAL ANCHORS: SEE ELEv. FOR SPACING TYPE `A'— 3/16" DI . ULIRACON BY'ELCQ'(Fu=i77 KSI. Fy=155 KSI) Ed INTO 2BY 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 In DIRECTLY INTO CONC, OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY TYPICAL MCHORS TYPICAL EV ANCHORS 3/1 " TI CS OR SELF DRILLING SCR Es (GRADE 5 CRs) SEE ELEV.SPACING FOR SPACING INTO METAL STRUCTURES FOR sPACING STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) l4UAlUl-DARE COUNTY APPROVED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MULLION & FAULLION ANCHORS SEE SEPARATI; NOA TYPE W— 1X4" DIA. ULTRACON BY (Fu -177 XST, Fy-135 KSI) Ed INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1--3/8" MIN. PENETRATION INTO WOOD THRU 18Y 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 TYPICAL ANCHOR$ #14 SMS__OR SELF DRILLING SCRs=W (GRADE 2 CRS) SEE SPACING V. FOR SAAINO 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) TYPE 'C'— .110 SMS OR SME DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") Ed - ANCHOR gQGf` DISTANCE INTO CONCRETE AND MASONRY = 1--3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 1/2" MIN. TYPICAL ANCHORS CONCRETE AT HEAD, SILL OR JAMSS f'c PSI MW. FOR SPACING C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI SAW. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH r7 ti WHITE/ALUM COLOR SILICONE. Ttngr:JWW_,AHMAlI F 392' MODUCrREWSTID 'RODVCT RI IVEWCO H. 38 -, as 401ulTlying wIWko I v ° •y AS C6Xnplyfng wilit U;c Flo> ir),,, .. q• 9ulding Cotte � � 1 ; AcC�ptmic No �riL...►► •, - ° v . ° -° acceptance No � k�= � i � D v I F pirattont3ate g'd lilt' Ilk Product z 08 P.. �a � es �a ti 0IL ILa0< ® 0 OHIO J o fl J9 cj '�(Qo] � }y Je 4P• Z LL. , C4 C-4 , 3- drntving no. W03--57 TYPICAL ANCHORS ITEM PART # QUANTITY MCRiPTION MATERIAL MANF./8UPPL1Rtt/RENlARK6 1 ES5001 4 VIINDOW FRAME 6083-T5 - 2 ES1008 OPTIONAL GLAZING STOP 6063 -Te - 2A ES1103 4/ YIDYi. GLAZING STOP (5/16" GLASS) 8063-T5 - 28 ESS1017 4/ w01% GLAZING STOP (7/16" GLASS) 6063 -TS - 3 ES5002 4 FRAME COVER (OPTIONAL) 6063-75 4 #8 X 1" AS REOO. ASSEMBLY SCREWS CRS PH $0 S 27-372 2/ LITE SETTING BLOCK EM 7/160 X 3/16" X 3-1/2" LONG 6 ES1010 OPTIONAL GLAZINO HEDGE SOFT PVC DUROMETER 70 SHORE 6.1 ES4013 OPTIONAL OLAZINO WEDGE SOFT PVC OUROMETER 70 SHORE 6A 27-425 4 1G{J1Z1N0 GASKET EPOM DUROMETER 60 SHORE 'A' 7 ES1505 -- I FLUSH FRAME ADAPTER 6083 -TS OPTIONAL___ MIAM!-DARE COUNTY APPR,D MULLION SEE SEPARATE NOA YANDOw M TYPICAL ANCHORS SEE ELEV. FOR SPACING CAL ANCHORS ELEV. SPACING TYPICAL ANCHORS SEE ELM FOR SPACING 1/4" MAX. 1 FAgN 4 AG�AiIMIjD . "OM., fi •t _ � o &Wray METAL STRUCTURE '110DUCTREhi,R M. as complying with the Flofi6t %lding Code Accepteace Ne- . : • Iration Bate PI N a � $ U drawing no. V W-57 g Willi the ]VIodda wo No N 07 I ®/ J C IL W L1 �0 >a M 11 allot J v z M W to 00 O 0Nvi. Zls Sol z u- ,. .. ' pp- • • • 2.330 .621 "`� .700 j""•329 � 1.000 .500 .803 .050 ALT, .813 .837 1.434 2A O FRAME SQUARE GLAZING STOP {� .203 --� {�--. 147 1 I 80� 3 .062 .8.050 4837 Q.837 2 2B GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP .733 57� 537. TYPICAL ANCHORS .045 SEE ELEV. FOR SPACING FRAME COVER (OPTIONAL) .224 .543 388 I O 250 .115 [^- 6 t GLAZING WEDGE (OPTIONAL) SCALE 1:1 2.190 .062 1 .77�IIrW�' '-180 F _2.288--�I FLUSH FRAME ADAPTER 1.788 0.142 .125 CORNER LOCK OALUM (8063•-i3) TYPICAL ANCHORS SEE ELEVS. VWAC.ING • a p.. Ed' u .-. 1• <. ••� ao [ tiA a 0 ALT. TYPICAL ANCHORS t SPACING 1/491 1.m. . MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE ELEV. FOR ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING )RODUCT RENEWEtr ASctimplyingwith the Flaw :talding Cale Amptaace No is Ir don Date Sy r' 1418tH ade P ' M—09fil+e� INSTALLATION DETAILS VITH FLUSH FRAME ADAPTER JNADI r: \ f compiyLig wi h dio Florida ,/� 1 t'i1alt�No 2 3ti et1C Ltd J drawing no. W03-57 • € ,�,,��; � a�am I3 d.r.oAuct viral sheet 6 of 7 °•Ifil:!11lll�l 7Ln as ALT, rEd TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS t SPACING 1/491 1.m. . MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE ELEV. FOR ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING )RODUCT RENEWEtr ASctimplyingwith the Flaw :talding Cale Amptaace No is Ir don Date Sy r' 1418tH ade P ' M—09fil+e� INSTALLATION DETAILS VITH FLUSH FRAME ADAPTER JNADI r: \ f compiyLig wi h dio Florida ,/� 1 t'i1alt�No 2 3ti et1C Ltd J drawing no. W03-57 • € ,�,,��; � a�am I3 d.r.oAuct viral sheet 6 of 7 °•Ifil:!11lll�l il RECT. OR SQUARE WINDOWS �' ALUM STRAP W 4) SCREWS A ACH STRAP i 4 i t ALUMS STRAP W/ (2) SCREWS AT EACH LEG o R RECT. OR SQUARE WINDOWS ALUM STRAP %Vf (4) SCREWS AT EACH STRAP TYPICAL CORNER DETAILS 0 ALWA STRAP W/ (4) SCREWS AT EACH STRAP ALUM CORNER LOCK W/ (4) SCREWS Ar CH SIDE 4 EM STRAP (4) SCRSYS EACH STRAP CIRCULAR WINNOWS mobufi'R FIs cbmptytngwlti tli'� v m g iding Cods Acorn! rsIYo , F:toloa Date �B L t.► a m Rilam DWC M ;Engl::i VAt),AFIM44 � r' ro 41tA:'N j 70592 Rt)AUC I' RZ3ViST3IJ o • A (1 ,538 complylog with Wel-lorida ,+ ° r • ; ulldingrCado cceptonce No • • � r ;;; utc �di' drawing no. ! j ► ,;�> . `� eProdu Control W03--57 Kshoot 7 of 7)1