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WS-12-1861Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179527 Permit Number: WS -10 -12 -1861 Scheduled Inspection Date: January 28, 2013 Inspector: Bruhn, Norman Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NAS UNLIMITED DOORS LLC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number ()_- Parcel Number 1132060136370 Phone: (305)805 -0522 Building Department Comments REMOVE AND REPLACE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed 42F--,z? Inspector Comments fie Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 25, 2013 For Inspections please call: (305)762 -4949 Page 5 of 28 t1'L CJ 1 olab/ la- &:1.2Folo BUILDING PERMIT APPLICATION 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 Permit Type: BUILDING JOB ADDRESS: 3 33 / -it City: Miami Shores ga E OCT 0 212 FBC 20 tO Permit No. Master Permit Not d- -1 ROOFING /Id <cire €47-' County: Miami Dade gip: 33121 Folio/Parcel #: Is the Building Historically Designated: Yes NO i/ Flood Zone: /44", 4...J OWNER: Name (Fee Simple Titleholder): '�0 4M f� Phone #: ��J'�3 " b �% j� Address: ? .1 3 City: Stater Zip: cJ � Tenant/Lessee Name: ' Phone #: ?s1 1f ? 6 e3 5 .b tams Phone#: 3i', ® U�� Z CONTRACTOR: Company Name: Address: 27-- 2"i Nkti /4/ c City: ,{4,•• A' 1 State: F Qualifier Name : / itate Certification or Registration #: AO 63 OC, 1 ZS Contact Phone#: Email Address: Zip: 32 0 J �s Phone#: ,73D —ell y 30 Certificate of. Competency #: ,0B 3 0010-7 r3 j ® 41,4-10 )o/&• c04 DESIGNER: Architect/Engineer: Phone #: Valve of Work for this Permit: $ 0 € r . ,9 Square/Linear Fooe of Work: teration ®New LufRep. '4' °place ®Demolition R„ ,4 01.".e. 0 151 Jr) oit t n Type of Work: OAddition Description of Work: Color lhru tile: ** **** ******************** ** **** x* ***Fees* * * ******* *** ***** *** ****** **** x ** ***** Submittal Fee $ b .0 --Permit Fee $ /J CCF $ CO /CC $ ltJ- Scanning Fee $ Radon Fee $- DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • A Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing informadon is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit curs seven (7 ays after the building permit is issued. In the absence of such posted notice, the inspection will not be app v and a rein ctio; fee will be charged Signature / 0 ent The forgoing instrument was ac . o ledged lefore me this day of , 20 --, by _ IAA . 1 d kAt, is perso y known to me or who has produc �lD ! 0 ss identification and who did take an oath. 4 i*NOTAR PUBLIC: Sign: Print: My Commission Expires- 't III ems....._ r.1P�w isail,1irL (11r7 BILLOS e of Florida . lyly Comm. Exp ep 810 °''' g,.°% Bonded Through National Notary Assn. Signature Contractor n - The foregoing instrument was acknowledged before me this Adi day of 0 31 , aye, by 3e- b jtf b 111,714 Ji , ho is personally known to me or who has produced as identification and who did tak NOTARY PA�io C CIfIA m. OLh>0 �� � "•.� MY COMMISSION �p 1Hf ri a ) is MY COMMISSION # Dt1824445 EXPIRES: September 18,2013 Sign: Print: My Commission Expires: * *** ***** n**** **** ********** ***, x+ x* **• x**** x•********* ** *********** ***** ****** ***** ***** **e :*+x•x************* **** APPROVED BY ae V /4)02 `;e'Alans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 07 -05 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 07/05/2012 EXPIRATION DATE: 07/05/2014 MATTIG SERGIO S 208756902 BUSINESS NAME AND ADDRESS: NAS UNLIMITED DOORS LLC 5578 NW 161ST HIALEAH GARDENS FL 33014 SCOPES OF BUSINESS OR TRADE: 1- DOOR AND WINDOW INSTALLATION - * * IMPORTANT: Pursuant to Chapter 440 . 05(14 F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(02), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 07/05/2012 EXPIRATION DATE: 07/05/2014 PERSON: SERGIO S MATTIG FEIN: 208756902 BUSINESS NAME AND ADDRESS: NAS UNLIMITED DOORS LLC 5578 NW 161ST HIALEAH GARDENS, FL 33014 SCOPE OF BUSINESS OR TRADE: 1- DOOR AND WINDOW INSTALLATION - IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 CERTIFICATE OF LtABILITY INSURANCE TRISCERTIFICATE iS ISSUED As.A mATTER Of IN f oRmArow,OSIL OONFE.R411 NO RIGI,OS UPON THE CER11F1MTE HOLOEeMIS CERTIFICATE COES NOT APFIRMAT1VELYM NEOArvEY AmENoi L OR; AVER TRE COVERAGE AFFORDED, BY Tie POLICIES MOIR, MIR mama-a OF INSURARCE CO ES *0 CONSTITIJ k, A CONTRACT BETWEEN THE ISSUING IWO/ER(4 AUTHORIZED REPRESENT/01MM PRODUCER, MOIRE CEIIITIFICATE -14OLDEk , POR;IAVD DM° cetetkett4 holder Is an ADDITIONALDISURED, the polkli0e4Mmtbeeiglimed. ItSU�RiGAflON 1S1010EA Ub1ectto fit"ans Cffid..... pOItGesrnay EttROwe ettooRROMIt AstotwoOtoll tit* gertitIcatolOM RatMANO tIONto to the mate holder IA fieu °Nut* mitomettlentoo. eAtoeutiee RENEW INSURANCE NC mi. NIA/ 361H ST NUAK.FL:33166 Phone SOO 039,1 IOW* RAS MINIM DOM LL.0 5578 NW 101 ST MIAMI CAROMS 33014 (305) 24-9130 COVERAGES EDR-DRIDATE NUMBER: THIS $ O.CER11v TRAY MS PoLtOESOF INSURANCE LIMO BELOw HA INDICATED NOI3NRHSTAN09e3 ANY litSCUIREMENT, TERM OR 'COMMON CERTIFICATE:taw BE IswErt CR MAY fMRTAItt, INE INSURANCE-WORDED EXCLUSIONS AND COMMONS (*SUCH PoL10190, Lam SHAWN WV RA tottfigt .160p. (300 0394008 • A : : • MiuRERO INSURANOE �MPM D of MUM F IS1ON NUM EEN• ISSUED TO THE +mum) WAMED AEVE FOR Ti3Epol„, PERIM ANY CONMACT OTHERPOODNIENT AE$PrePt WlitW T141-$ THE POUCIES DESORI950-11-04EIN ISSOSIEtt to Au. YtiE TERMS 'SEEN Reivao. RY PAID CLAM iej eetegReoktoRroAljawy 0 0,4W 0 -6650 URRENCE 500,000:00 01 85F1.00036914 oeinacrt2 312013 Gopu...Y INAmy tPer pato* eomv INJURY (per 0 DOGUR c lotOESS .1:1 0. ogg__DmTgRANon D UTY ANY PR OFFIC E:4, • DSAEAEMFtb e EL PODGY:J.:Mr DER11OMOOPERAflON81 1. - (Attu:1040RO I'M, Ada* cERTIFICATE HOLDER Its Inor04191140 1$ legiulted) cAr ELLATION MIAMI SHORES VILLAGE BUILDING DEMRTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOOLOANV O1 j1.15 ABOVE DESCRIBED .POUCIESSECANCELLED WORE. TNE EXPRATION DATEINEREOR4mancs WILL BE DEOVERED 04 ACCORDANCE ViRTKINE Pop? PROVISIONS AC0140, ORME) OF Aeolowegeetorteesevive OREM GOMEz 01084010 ACORD CORPORMION. All rItitsa reserved, The ACORD name and logo are registered marks-of ACORD Construction CT B Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 1 0BS00125 NAS UNLIMITED DOORS LLC D.B.A.: MATTIG SERGIO Is certified under the provisions of Chapter 10 of Miami-Dade County Miami Shores Viiiage Building Department Permit No: 5 °12 °AP‘d Job Name: ‘0■(;� =, , 2010 Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 7 P= 60 iq&`i M eP 1/ 2— Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Jorge Rodriguez 305 - 795 -2204 10/18/2012 13:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES t_j 001 ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO 3004 RECIPIENT ADDRESS 913054334984 DESTINATION ID ST. TIME 10/18 13:15 TIME USE 00'22 PAGES SENT 1 RESULT OK - . is> Permit No: Job Name: „e. 2010 Miami Shores Village uilding Department Building Critique Sheet • ,e•••;;.* 4-4,. :eft:" A fr". • •••••• 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 .17.74y: - r u LLo 0 0 3os -3191 RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS IN PSF. MIAMI DADE Kd =.85 BUILDING CODE, 2010 ASCE 7 -10 WIND CODE 175 MPH IND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures (� Exposure C For the 175 mph Wind Zone CATEG 15 r Height (Maximum) Effective Wind Area (or, Tributary Area) in S 0 Ft 10 20 30 40 , `' 0 1.00 0.95 0.92 0.89 Y .88 b 86 15 40.4 38.5 37.5 36.7 36. l f." JS. 7� 20 42.7 40.8 39.7 38.9 38.3 37` 0 25 44.6 42.6 41.5 40.6 40.0 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 - 42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 -44.4 - 43.3 - 42.5 - 41.9 -41.4 25 -48.4 - 46.4 - 45.2 - 44.4 - 43.8 -43.2 30 -50.5 - 48.4 - 47.2 - 46.3 - 45.6 -45.1 40 -53.6 -51.4 -50.1 - 49.1 - 48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 - 48.3 - 46.8 - 45.6 -44.7 20 -57.2 -53.4 -51.1 - 49.5 - 48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 ,i. 40 -66.1 -61.7 -59.1 -57.2 -55.8 g -1 50 -69.3 -64.7 -61.9 -60.0 -58.5 ,�' 60 -71.9 -67.0 -64.2 -62.2 -60.6 t'`�� . Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever h smglIer, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. 2-� Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO CCMBUA► ICE WITH ALL FEDERAL STATE ANL CC-INN RULES AND REGULATIONS DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA Trulite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 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 "3100 Resistor" Aluminum Storefront/Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. AD11 -21, titled "Resistor 3100 Storefront Wall - LMI", sheets 1 through 13 of 13, dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed y Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1022.01 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, F.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mihmittade.poy /pera/ a IAMI•DADE COUNTY APPROVED NOA No. 11-1117.02 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 Page 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No AD11 -21, Sheets 1 through 13 of 13, titled "Resistor 3100 Storefront Wall - LMI", dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5884, dated 05/28/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No.09 1 022.01) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5140, dated 01/20/07, signed and sealed by Michael R. Wenzel, P. E. ('Submitted under NOA No.08-1024.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 s 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 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3942, dated 02/03/2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 05-0906.04) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3634, dated 04/24/2003, signed and sealed by Joseph Chan, P.E. (Submitted wader NOA. No. 04-1213.01) E -1 M noel _ 1, P.E. Product Contr iner NOA No. - 1117.02 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and 2010, dated 05/23/06, updated on 11/15/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasrD Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2007 and FBC -2010, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass, LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC, issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO, Vice President, Treasurer & Secretary. 4. Certificate of Authentication of name change to Trulite Glass & Aluminum Solutions, LLC issued by the Secretary of State of the State of Delaware, dated 07/27/11, signed by Jeffrey W. Bullock, Secretary of State. 5. Florida Dept of State, listing of Trulite Glass & Aluminum Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. G. OTHERS 1. Notice of Acceptance No. 09- 1022.01, issued to Arch Aluminum & Glass Company, Inc. for their Series "3100/L- 3100" Aluminum Window Wall System — L.M.I., approved on 03/24/10 and expiring on 03/31/15. Manuel Per:.. '.E. Product Control ner NOA No. 1 17.02 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 E -2 ADDL. ANCHOR REGD. FOR HORIZONTAL LENGTHS 80 IN. AND ABOVE D.L OPG. SEE SHEET 3 D.L OPG. SEE SHEET 3 D.L. OPG. SEE SHEET 3 4 MAX. TYP. AT CORNERS 12.33 OR44 'TYPE ATd C SEE SHEET 9 LREINFORCING I:Ii Ili FOR eEOD. GREATER THAN 80 N. 24" MAX. .1 I I I 1 1 1 1 HEAD /SILL MAX. MULLION SPACING SEE CHART SHEETS 4 & 5 SERIES 3100/L -3100 ALUMINUM WINDOW WALL SYSTEM • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • W000 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 2007 /2010 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 & 2326 TYPICAL ELEVATIONS VIII III/ —1 D.L. OPG. SEE SHEET 3 . .t5M 1 : o o C II -�rrr 3rrrur��r�,�rrr ...... ��•rrr �. ds a = a - CO T ° M � it g © I '1. Ii /; E1 'y n tl ., e e i — — — I j'�. 1 / 1/4 I I "\ I SEE IMRE' IMPACT I FOR DOOR DOOR & DETAILS. , i \ � =c = =a B !/ V. t� n MU Wi■rirrr W N 11=======.-...= 7, 1/ :, M irr..... ....rrr •••••• MU 4 MAX. TYP. AT CORNERS 12.33 OR44 'TYPE ATd C SEE SHEET 9 LREINFORCING I:Ii Ili FOR eEOD. GREATER THAN 80 N. 24" MAX. .1 I I I 1 1 1 1 HEAD /SILL MAX. MULLION SPACING SEE CHART SHEETS 4 & 5 SERIES 3100/L -3100 ALUMINUM WINDOW WALL SYSTEM • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • W000 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 2007 /2010 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 & 2326 TYPICAL ELEVATIONS VIII III/ —1 D.L. OPG. SEE SHEET 3 . .t5M 1 : o o C II rrr��rrr�rrrr O '/ V. ., rrr�rrrrr�rrr 4" MAX. TYP. AT CORNERS ANCHORS 'TYPE A, 13 OR C 1, 2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEET 9 INSTRUCTIONS: • USE CHARTS AS FOLLOWS. STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2t SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE DESIGN LOADS. STEP 3: CHECK MULLION AND JAMB CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 8. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4t USING CHART ON SHEETS 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5t THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ANCHORS TYPE A. B OR C 1, 2, 3 OR 4 AT JAMBS SEE SHEET 9 •Trulite GLASS & ALUMINUM SOLUTIONS.. hUp !M w.ttufte.com GOO FAIRWAY DRIVE. Suns 200 DEERFIELD BEACH, FL 33441 p. 800.43241321 L 984424-2083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI *Resistor etASr #STOtat PRD7Hpl10N° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305. 271 -0117 Efate MCY.EngIneaangC atUwI STAMP: PIPING WANG, P.E. FLORIDA REGISTRATION • •• ; dI 0 559 J'. Vri.A1265 14114'4' °r `pp ~"tee S PRO QNA4 tttttt, a8rattittit% PRODUCT REVISED as C0mplylag with the Florida BMi1dIhg Corte Bspm : ' iM Accepieaoo�No /J 117.02 ot3 1 Dade Precise( 072.4 By DRAWN: S.L. DATE 0 -22 -11 DWG: AD11 -21 DRAWING No 1 OF 13 GLAZING OPTION j D.40. HEIGHT D.L.O. WIDTH D.L.O. WIDTH aft D.L.O. WIDTH 4 1/4" HEAT STREN'D GLASS .090 INTERLAYER SAFLEX 1110 BY 'SOLUTIA' 1/4° HEAT STREN'D GLASS 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. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO ±90.0 PSF SEE SHEET 3 FOR D.LO. WIDTHS AND HEIGHTS. USE ANCHOR TYPE '0' AT 3° FROM FRAME ENDS AND 12" 0.C. MAX. SPACING. GLASS TYPE 'A' 9118' NOMINAL OVERALL 1/4" HEAT STREN'D GLASS .090 INTERLAYER SAFLEX 1110 BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE 1/4' TEMP. GLASS 1/4" HEAT STREN'D GLASS .100 INTERLAYER SAFLEX HP PVB BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS GLASS TYPE 'AV 1- 6116° NOMINAL OVERALL GLASS TYPE 'B' 9118" NOMINAL OVERALL 1/4" HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/4" HEAT STREN'D GU,SS rn .100 INTERLAYER SAFLEX HP PVB BY 'SOLUTA' 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE 1/4" TEMP. GLASS GLASS TYPE '131' 1 -6118" NOMINAL OVERALL GLASS TYPE 'C' 9116° NOMINAL OVERALL oTrulite GLASS & ALUMINUM 80I.UTIGND" M ixilwww.VUlite.= 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p, 800.432.8132 If. 964724.2083 PRODUCT: Resistor 3100 STOREFRONT WALL-LMi *Resistor REVN GATE/REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, EL 33173 P: 308 -271 -0117 Emelt MCY.EnglneedngtaL.net www.NICYEngtasering.com STAMP: `APING WANG, P.E. FLORIDA REGISTRATION Vit 0 . , @��C.E N .$,� ° y °• Et ti p 0 • , NOY 112,01 i °tiA p 5598 PRODUCT REVISED as complying with the Flas Building Code Q Aoceptaaos No • Expiration Date „t.!n*i�f 15 BY hy Dade Product eits .04W DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -21 DRAWING No: 2 OF '13 GLASS LOAD CAPACITY - PSI? NOMINAL DIMS. GLASS 'A' GLASS 'A1' GLASS 'B' GLASS 'BI' GLASS '0' D.L.O. WIDTH D.L.O. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 20" 28" 32" 38" 44" 50" 58° 82" 88° 72' 88" 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 4100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 20" 26° 32° 38" 44" 50" 58" 62" 88" 72" 74° 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 20" 26" 32° 38" 44" 50" 56" 62" 68° 72" 80' 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 20" 26" 32" 38" 44" 50" 58" 52" 88" 72" �° 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 20" 28" 32" 38" 44" 50" 58" 62" 88" 72" 82° 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 - GLASS LOAD CAPACITY - PBF NOMINAL DIMS. GLASS 'A' GLASS 'Al' GLASS '3' GLASS 'Bi' GLASS '0' D.LO. WIDTH D.LO. HEIGHT EXT. (4) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 147. (-) 20° 26' 32" 38" 44" 50" 56" 62" 88" 98" 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - -- 100.0 100.0 - 20" 26° 32° 38" 44" 50" 58" 82" 104° 70.0 800 100.0 100.0 100.0 70,0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 20" 26° 32° 38" 44" 50" 88° 62" 110" 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 60.0 100,0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 1004 100.0 100.0 - - 97.5 100.0 - 20" 26" 32" 38" 44" 50" 56" 58 -3/4" 116° 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 97.9 100.0 97.9 -- - 94.6 100.0 - 20" 26" 32" 38" 44" 50" 122° 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 20" 26" 32" 38" 44" 50" 128" 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 GLASS LOAD CAPACITY - PIE NOMINAL DIMS. GLASS 'A' GLASS 'Al' GLASS 'B' GLASS 'B1' GLASS 'C' D.LO. WIDTH D.LO. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (4) INT. (-) EXT. ( +) INT. (-) 20" 26" 32" 38" 44" 50" 134 " 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - 99.8 100.0 - 20" 26" 32" 38" 44" 140° 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 - - 100.0 100.0 100.0 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300/04 (3 SEC. GUSTS) 1I� D.L.O. WIDTH ISTEP 2: GLASS LOAD TABLES cTrulite GLASS & ALUMINUM SOLUTIONS' http://www.toine.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-813211. 9644242083 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor W.Aer a &Oi01 PROI�I�i° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271.0117 EmaIb MOY www.MCYEnglnee8ng.aom STAMP: 'APING WANG, P.E. FLORR tag • ° ° °'L.;?\ N ,�'.. o0s• .a • a 669 3 ;*1: .7..";%...,..016411,441...0.;:siTi1/4!aiDlij......;.....:;Lttl PRO 6910641X es • digeltill1110 PRODUCT REVISSD a9 compiYing wllh Uta Pto7ida Bnitding Code Accepienoo Na %Ail • !12 Explrallan nsde ,�%P 7711,1 2015 Sy Mid* ,► : . DRAWN: S.L. DATE: 9 -22 -11 DWG: A011 -21 DRAWING No: 3OF13 ate. i TA 00 1 . %%/ P ISTEP 2: GLASS LOAD TABLES cTrulite GLASS & ALUMINUM SOLUTIONS' http://www.toine.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-813211. 9644242083 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor W.Aer a &Oi01 PROI�I�i° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271.0117 EmaIb MOY www.MCYEnglnee8ng.aom STAMP: 'APING WANG, P.E. FLORR tag • ° ° °'L.;?\ N ,�'.. o0s• .a • a 669 3 ;*1: .7..";%...,..016411,441...0.;:siTi1/4!aiDlij......;.....:;Lttl PRO 6910641X es • digeltill1110 PRODUCT REVISSD a9 compiYing wllh Uta Pto7ida Bnitding Code Accepienoo Na %Ail • !12 Explrallan nsde ,�%P 7711,1 2015 Sy Mid* ,► : . DRAWN: S.L. DATE: 9 -22 -11 DWG: A011 -21 DRAWING No: 3OF13 JAMB /MULLION LOAD CAPACITY - PSF WITHOUT INTERNED/ATE HORIZONTALS NOMINAL DIMS. MULL 'Ml' JAMB 11' JAMB 12' NOMINAL DIMS. MUIL 'MI' MULL 'M2' MULL 'M8' WIDTH (W) FRAME HEIGHT INNTT. (+) INT. () INT. ( ) 24" 24" 80.0 100.0 100.0 30" 30" 80.0 100.0 100.0 36" 36" 80.0 100.0 100.0 42" 42' 80.0 100.0 100.0 48" 78' 80.0 100.0 100.0 54" 54" 80.0 100.0 100.0 60" 60" 80.0 100.0 100.0 66" 88" - 100.0 100.0 72" 24" - 100.0 100.0 24" 30" 80.0 100.0 100.0 30" 36" 80.0 100.0 100.0 36" 42" 80.0 100.0 100.0 42" 48" 80.0 100.0 100.0 48" 84" 80.0 100.0 100.0 54" 80" 80.0 100.0 100.0 80" 24" 80.0 100.0 100.0 85° 30" - 100.0 100.0 72" 36° - 100.0 100.0 24" 42' 80.0 100.0 100.0 30" 48" 80.0 100.0 100.0 38" 54" 80.0 100.0 100.0 42" 60" 80.0 100.0 100.0 48" 90" 80.0 100.0 100.0 54" 30" 77.4 100.0 100.0 60" 38° - 100.0 100.0 68" 42" - 100.0 100.0 72" 48" - 100.0 100.0 24" 54" 80.0 100.0 100.0 30" 24" 80.0 100.0 100.0 38" 30" 80.0 100.0 100.0 42" 36 80.0 100.0 100.0 48" 98° 72.8 100.0 100.0 54" 48° 68.3 100.0 100.0 60" 24" - 96.8 96.8 68" 30" - 90.9 90.9 72" 38" - 86.4 86.4 24" 42" - 100.0 100.0 30" 46" - 100.0 100.0 36" 24" - 100.0 100.0 42" 30" - 100.0 100.0 48" 102" - 99.6 99.5 84" 42' - 90.4 90.4 60" 48" - 83.3 83.3 88" - 77.9 77.9 72" - 73.7 73.7 JAMB /MULLION LOAD CAPACITY - PEW WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULL 'Ml' JAMB '11' MULL 'M2' JAMB '32' MULL 'M8' EXT. (+) EXT. (+) EXT. ( +) WIDTH (W) FRAME HEIGHT INT. ( -) INT. ( -) INT. (-) 24" - 100.0 100.0 30" - 100.0 100.0 36" - 100.0 100.0 42' - 98.0 98.0 48" 1 of, - 87.1 87.1 54" - 78.9 78.9 60" - 72.5 72.8 88" - 67.8 87.8 24" - 100.0 100.0 30" - 100.0 100.0 36" - 98.2 98.2 42" 114" - 85.4 85.4 48" - 78.0 78.0 54' - 89.0 69.0 80" - 63,5 63.5 24" - 100.0 100,0 30" - 99.5 99.5 36° - 83.8 83.8 42' 120" - 72.8 72.8 48" - 64.7 64.7 54" - 58.6 80.0 60" - 53.8 80.0 24" - - 80.0 30" - - 60.0 38° 128" 60.0 42" - - 80.0 48" - - 80.0 54" - - 60.0 24" - - 60.0 30" - - 60.0 36 - - 80.0 42" 132" - - 60.0 48° - - 80.0 24" - - 60.0 30" - - 60.0 38" 138' - - 80.0 42" - - 60.0 46" - - 80.0 24" - - 80.0 30" - - 60.0 36" 144' - - 60.0 42' - - 60.0 48" - - 57.8 W1 WIDTH (W) = W (JAMB) W1 W2 WIDTH (W) a Wi + 4.2 2 JAMB '11" 0 MULLION MI' JAMB 'J2' STEEL REINFORCED MULLION M2' MULLION 'MB' ALUMINUM REINFORCED STEEL REINFORCED STEP 3: MULLION LOAD CAPACITIES GTrulite GLASS &ALUMINUM SOLUTIONS' htIpJtwNov.wlifs.rom 800 FAIRWAY DRIVE, Sulte 200 DEERFIELD BEACH, FL 33441 p. 800-432-81321t 954.7342083 PRODUCT: Resistor 3100. STOREFRONT WALL -LMI •Resistor BIAaT S smell PNOIec1108 ° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305.271 -0117 Emit: MGY.Engk eedng ♦a0aret awxw.M0YEn3needng.wmn STAMP: YIPING WANG, P.E. FLORIDA REGISTRATION 61 s� +94x d`lgo " eee. O 4 5598 ' 0 I4 PR06 ,eE'+J. _�d3:P , Cyd .,v ",A'9 /ONikx- ," PRODUCT REVISED as complying C�odewUbthe PlotidR Act No Date By t nr: rr• Dade Ptodutx ' DRAWN: S.L. DATE: 9 -22 -11 DWG: A011-21' DRAWING No: 4 OF 13 1 W1 W2 WIDTH (W) a Wi + 4.2 2 JAMB '11" 0 MULLION MI' JAMB 'J2' STEEL REINFORCED MULLION M2' MULLION 'MB' ALUMINUM REINFORCED STEEL REINFORCED STEP 3: MULLION LOAD CAPACITIES GTrulite GLASS &ALUMINUM SOLUTIONS' htIpJtwNov.wlifs.rom 800 FAIRWAY DRIVE, Sulte 200 DEERFIELD BEACH, FL 33441 p. 800-432-81321t 954.7342083 PRODUCT: Resistor 3100. STOREFRONT WALL -LMI •Resistor BIAaT S smell PNOIec1108 ° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305.271 -0117 Emit: MGY.Engk eedng ♦a0aret awxw.M0YEn3needng.wmn STAMP: YIPING WANG, P.E. FLORIDA REGISTRATION 61 s� +94x d`lgo " eee. O 4 5598 ' 0 I4 PR06 ,eE'+J. _�d3:P , Cyd .,v ",A'9 /ONikx- ," PRODUCT REVISED as complying C�odewUbthe PlotidR Act No Date By t nr: rr• Dade Ptodutx ' DRAWN: S.L. DATE: 9 -22 -11 DWG: A011-21' DRAWING No: 4 OF 13 JAMB /MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULL 'MT' JAMB 'Ji' MULL 'M2' JAMB '12' MULL 'M8' EXI: ( +) EXT. (+) EXr. ( +) WIDTH (W) FRAME HFJCHT INT. ( -) INT. ( -) INT. ( -) 24" 80.0 100.0 100.0 30" 80.0 100.0 100.0 36° 80.0 100.0 100.0 42" 80.0 100.0 100.0 48" 78" 80.0 100.0 100.0 54" 80.0 100.0 100.0 .60" 80.0 100.0 100.0 66" - 100.0 100.0 72" - 100.0 100.0 24" 80.0 100.0 100.0 30" 80.0 100.0 100.0 36" 114" 80.0 100.0 100.0 42" 80.0 100.0 100.0 48" 84" 80.0 100.0 100.0 54" 80.0 100.0 100.0 60" 72.1 100.0 100.0 68" - 100.0 100.0 72" 120" - 93.9 93.9 24" 80.0 100.0 100.0 30" 80.0 100.0 100.0 36" 50.0 100.0 100.0 42" 80.0 100.0 100.0 48" 90" 78.6 100.0 100.0 54" 69.8 100.0 100.0 60" 128° - 97.0 97.0 86" - 88.2 88.2 72° - • 80.9 80.9 24" 80.0 100.0 100.0 30" 80.0 100.0 100.0 36" 80.0 100.0 100.0 42" 132" 78.9 100.0 100.0 48" 96" 69.0 100.0 100.0 54" 61.4 93.7 93.7 60" - 84.3 84.3 66" - 76.7 76.7 72" 138" - 70.3 70.3 24" - 100.0 100.0 30" - 100.0 100.0 36" - 100.0 100.0 42° - 100.0 100.0 48" 102" - 92.9 92.9 . 54" - 82.6 82.6 60" - 74.3 74.3 66° - 67.6 67.6 72" - 81.9 61.9 JAMB /MULLION LOAD CAPACITY - PS11 WRH INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULL 'Ml' JAMB 11' MULL 'M2' JAMB 12' MULL 'M3' EXT. (4.) EXT. (+) EXT. ( +) WIDTH (W) FRAME HEIGHT INT. (-) INT. ( -) INT. ( -) 24" - 100.0 100.0 30" - 100.0 100.0 36° - 100.0 100.0 42" - 94.7 94.7 48" 108" - 82.9 82.9 54" - 73.7 73.7 60" - 66.3 66.3 88" - 80.3 60.3 24" - 100.0 100.0 30" - 100.0 100.0 36" - 94.5 94.5 42' 114" - 81.0 81.0 48" - 70.9 70.9 54° - 63.0 63.0 60" - 56.7 60.0 24' - 100.0 100.0 30" - 97.3 97.3 38" 120" - 81.1 . 81.1 42" - 69.5 89.5 48" - 60.8 60.8 54" - 54.0 60.0 80" - 48.6 60.0 24" - - 60.0 30° - - 80.0 38" 128° - - 80.0 42" - - 60.0 48" - - 80.0 54" - - 60.0 24" - - 60.0 30" - - 60.0 36" 132" - - 60.0 - - 60.0 42" 48" - - 60.0 24" - - 60.0 30" - - 60.0 36" 138" - - 60.0 42" - - 60.0 46" - - 80.0 24" - - 60.0 30" - - 80.0 36" 144 - - 60.0 42" - - 60.0 48" - - 55.2 a W1 WIDTH (W) = WI (JAMB) r INTERMEDIATE HORIZONTALS WIDTH (W) a W1 + W2 2 JAMB `J1' MULLION 'M1' MULLION "M2' ALUMINUM REINFORCED JAMB 'J2' STEEL REINFORCED MULLION 'MS' STEEL REINFORCED STEP 3: MULLION LOAD CAPACITIES cTrulite GLASS & ALUMINUM SOLUTIONS"' htip!Mww.891118.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432 - 81321E 964- 724.2083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI ®Resistor. B1. T6e1OW, mast+" REVN DATE/REMARKS ENGINEER: MY ENGINEERING, INC. GLAZING CONSULTANT 8110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305. 271 -0117 emett MCY•F.�Uwetn95aMet www.MCYEngMeetin8.com STAMP: YIPNG WANG, P.E. FLORIDA REGISTRATION PE 55983 A``wt !@eB�ll�o1B S* '"" .4. 0 569 NOV 5g17 : w s'VA",E 41.10. m s °®eBsS tO N'A` • 0 PRODUCT REVISED as contplyins with the FlosIda Acccc�t�taaoo8 Sx • ion Data Z/171/k13.015 DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -21 DRAWING Not 50F13 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WITHOUT REINFORCING MTH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / 1NT.( -) EXT.(+) / INT.( -) 30" 36" 42" 48" 54" 60" 81 -1/4" 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 30" 36" 42" 48" 54" 60" 85 -1/4" 87.0 87.0 87.0 87.0 87.0 87.0 84.5 87.0 87.0 87.0 30" 36" 42" 48" • 54" 60" 91 -1/4" 87.0 87.0 87.0 87.0 80.7 87.0 87.0 87.0 87.0 30° 36" 42" 48" 54" 60" 97 -1/4" 87.0 87.0 77.8 87.0 66.7 87.0 87.0 87.0 78.1 30° 36° 42" 48" 54" 60" 102" 87.0 87.0 87.0 87.0 79.9 71.9 30" 36" 42" 48" 54° 60" 108° 87.0 87.0 87.0 79.3 70.5 63.5 30° 36" 42" 48" 54" 60" 114" 87.0 87.0 77.1 67.5 60.0 54.0 30" 36" 42" 48" 54" 60." 120" 87.0 77.1 66.1 57.8 51.4 46.3 WIDTH (W) W1 + W2 2 ANCHORS READ. SEE DOOR NOA 'TRUUTE' DOOM INTERMEDIATE SEE SEPARATE NOA HORIZONTAL WIDTH (W) = W1 + W2 2 DOOR MULLION DOOR MULLION IT/0 RRINF. W/ ALUM. REINF. `TRULITE' 000RS SEE SEPARATE NOA WIDTH (W) 21+ W2 _4 STEP 3: MULLION LOAD CAPACITIES I •Trulite GLASS& ALUMINUM SOLUTIONS° http //www.trulite.00m S00 FAIRWAY DRIVE, Sutte 200 DEERFIELD BEACH, FL 33441 p. 800- 432 -81321 t 984424-2083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI ® Resistor ecnar &Sr�mrawecnoN° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 306. 271.0117 Emelt MCY.EtONeetngeattnei www.MGYEngbreeknrom STAMP: YIPINO WANG. P.E. FLORIDA REGISTRATION PE 1�-, �,:� ggqq 04 �* rt"AA10 ° • e . • r° oD 11 a ..!* ' o NOV 1 2011 u m STA'CE O! W, PRO�DI j4 4 �Y8 L: C%!�`f osgt0 NO, � i� °q'ha PRODUCT RB da 88 complying with the Bulldihg Code oll"!1l •t1`� Ex suimEats 1nr =1 W15. Oqi� ;:.:.: Prodnct �. DRAWN:. SA- DATE: 9 -22 -11 DWG: AD11 -21 DRAWING No: 60F13 DOOR MULLION LOAD CAPACITY - PSP AT DOUBLE DOOR WLTH TRANSOM DOOR MULLION LOAD CAPACITY - PSP' AT D0178= DOOR WITH TRANSOM NOMINAL D188. Drmuut REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING MOTH (w1) WIDTH () LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) WIDTH (w1) WIDTH (w2) LENGTH (A) LENGTH (L) EXT.( +) WU -) EXT.( +) LNG( -) 60' 30' 33" 38' 39' 42' 48' 54' 72" 30" 33' 38" 39' 42' 48' 54" 98" 102" 78.3 87.0 75.0 87.0 71.9 87.0 89.0 87.0 66.4 87.0 61.7 87.0 57.8 87.0 80" 712 87.0 68.3 87.0 85.7 87.0 63.3 67.0 81.1 87.0 57.1 87.0 72' 30" 33' 38" 39' 42" 30' 33' 38" 39' 42" 48" 98' 120' 42.1 72.9 40.5 70.1 39.1 87:8 37.7 65.2 38.4 63.0 34.1 59.0 32.0 55.8 37.8 65.4 38.5 83.2 35.3 61.1 34.2 59.1 33.1 57.3 31.2 54.0 • 53.8 87.0 80' 30' 33' 58' • 39' 42' 48" 84" 72" 30' 33" 38' 39" 42' 48' 84" 98" 108' 82.8 87.0 60.0 87.0 57.7 87.0 55.5 87.0 53.5 87.0 49.8 86.2 46.7 80.8 58.5 87.0 54.4 87.0 52.5 87.0 50.6 87.0 492 84.7 45.9 79.4 43.2 74.8 80" 72" 30" 33' 38" 39" 42' 48' 54" 30' 33* 36" 39' 42" 48" 54" 96' 114' 50.9 87.0 48.9 84.7 47.1 81.5 45.4 78.5 43.8 75.8 40.9 70.8 38.4 86.8 46.8 79.3 44.2 78.5 42.7 73.8 41.3 71.4 39.9 89.1 37.5 85.0 35.4 81.3 D008 MULLION DOOR MULLION W/0 REINP. W/ ALUM. RRINP. 96078 (52) !MTh 580TH (w1) DOOR MULLION LOAD CAPACITY - PEP AT DOUBLE DOOR FITS TRANSOM DOOR MULLION LOAD CAPACITY - PSP AT DOUBI.1L DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITS REINFORCING W10111 (171) WIDTH (W2) LENGTH (A) LENGTH (L) EXL.( +) ENT.( -) E%I:( +) INT.(.-) WIDTH (w1) 819711 (W2) LENGTH (A) LENGTH (L) EXT.( +) se.( -) EXT.( +) 4( -) 60* 30" 33" 39' 42" 48' 54' so* 87.0 87.0 80" 80. 30" 33" 36" 39' 42" 48" 54" 90" 114' 48.7 84.3 48.9 84.2 87.0 87.0 45,2 78.2 84.2 87.0 43.6 75.5 80.8 87.0 42.2 73.0 77.8 87.0 39.5 88.3 722 87.0 37.1 64.3 67.4 87.0 30' 33" 38" 39" 42' 48" 54" 43.7 78.5 " 30' 33" 38' 39' 42" 48" 54" 83.4 87.0 42.2 73.1 80.1 87.0 40.8 70.7 77.0 87.0 39.5 68.4 74.2 87.0 38.3 88.3 71.8 87.0 36.1 62.5 66.9 87.0 34.1 59.1 82.7 87,0 80. 30" 33' 38" 39' 42' 46" 54' 90' 102" 73.8 87.0 80„ 30' 33' 38' 39" 42" 48" 54" 90' 120' 40.8 70.3 39.1 67.7 70.8 87.0 37.7 85.3 68.1 87.0 38.5 83.1 65.5 87.0 35.3 612 83.1 87.0 33.1 57.2 88.9 E17.0 31.1 53.9 55.1 87.0 72. 30" 33' 38' 39' 42" 48" 36.3 82.9 30' 33" 36' 39' 42" 48" 84" 88.8 87.0 35.1 80.8 84.1 87.0 34.0 58.9 81.9 87.0 33.0 57.0 59.8 87.0 32.0 55.3 57.8 87.0 30.2 52.2 54.2 87.0 61.0 86.4 60* 30" 33" 30" 39" 42" 48" 54" 00' 108' 59.4 87.0 57.1 87.0 55.0 87.0 53.0 87.0 51.2 87.0 47.8 82.5 44.9 77.7 53.4 87.0 72" 30" 33' 38" 39" 42' 48" 54" 51.6 87.0 49.8 86.2 48.2 83.4 48.8 80.7 43.9 75.9 41.4 71.6 1 STEP 3: MULUON LOAD CAPACITIES •Trulite aLA98 & ALUMINUM 8oLU110N8"' hftp9Mwvwlrullta.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-81321L 954-724 -2083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI ®Resistor. REVN DATE /REMARKS ENGINEER MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P 305271.0117 Eme': MCY.Englneedttittetlner ww w,MOYEngtneerfng.com STAMP: YIPINO WANG, P.E. FLORIDA REGISTRATION PE fNOV t$2091 FP SVAT.E OF :ci- Itc"ii PRo[WCT RLYISSD 88 CAmpl7jfl5 Whhdre F1.0[Gi6y T3uRda19 COldeo //!,J �• ©Z 11�xr * ?QJ 3 r Expintiort '! ade Pr0daol PR DRAWN: S.L. DATE: 9 -22 -11 DLO: AD11 -21 DRAWING No: 7 O 13 DOOR MULLION LOAD CAPACITY - PRE AT DOUBLE DOOR WITH TRANSOM DOOR MULLION LOAD CAPACITY - PRE AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (Wt) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) tNr.( -) EXT.( +) off.(-) WIDTH (Wt) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.(-) DR.( +) INT.( -) 60" 30" 33" 36" 39* 42" 48" 54" 84' 90" 87.0 87.0 80° 30" 33" 36" 39" 42" or 54" 84" 108" 56.8 87.0 87.0 87.0 54.7 87.0 87.0 87.0 52.7 87.0 87.0 87.0 50.9 87.0 87.0 87.0 49.2 85.1 82.7 87.0 48.1 79.8 77.3 87.0 43.4 75.1 72" 30" 33" 38" 39" 42" 48" 54" 87.0 87.0 T2" 30" 33" 36" 39" 42" 48" 54" 50.9 87.0 87.0 87.0 49.2 85.1 87.0 87.0 47.6 82.4 84.9 87.0 46.1 79.8 81.9 874 44.7 77.4 76.6 87.0 42.1 72.9 71.9 87.0 39.9 69.0 80° 30" 33" 36" 39` 42" 48" 54" 84" 98" 87.0 87.0 80' 30" 33" 38" 39" 42" 48" 54 84" 114" 46.9 81.2 84.0 87.0 45.2 78.3 80.7 87.0 43.7 76.5 77.7 87.0 42.2 73.0 74.8 87.0 40.8 70.6 89.7 87.0 38.3 66.3 65.3 87.0 36.1 62.5 72" 30" 33' 36" 39" 42" 45" 54" 79.0 87.0 72, 30" 33" 38" 39" 42" 48" 54" 42.0 72.8 78.1 87.0 40.6 70.3 73.4 87.0 39.3 68.0 70.9 87.0 38.1 66.0 68.5 87.0 37.0 64.0 84.2 87.0 34.9 60.4 60.4 87.0 33.1 57.2 80" 30" 33" 36' 39" 42" 48" 54" 84" 102' 70.0 87.0 60' 30" 33" 36' 39' 42" 48" 54" , 120" 39.3 88.1 67.3 67.0 38.0 65.7 64.8 87.0 38.7 63.4 62.4 87.0 35.4 61.3 60.3 87.0 34.3 59.4 56.4 87.0 32.2 55.8 53.0 87.0 30.4 52.6 72" 30" 33° 36° 39" 42" 48" 54" 62.6 87.0 72" 30" 33• 38" 39" 42" 48" 35.1 60.8 60.7 87.0 34,0 56.8 58.6 87.0 33.0 67.0 58.7 87.0 32.0 55.3 54.9 87.0 31.0 53.7 51.7 87.0 29.3 50.8 48.8 83.9 ._ _ - - -, ,=,,,=,, r - ,- Ii , 1 "\ L _\42. .== 1,1 �1 \, 111 / 1 _ J U gi u WIDTH (W2) WIDTH (WI) DOOR MULLION LOAD CAPACITY - PRE AT DOUBLE DOOR WITH TRANSOM DOOR MULLION LOAD CAPACITY - PRE Al' DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (WI) WIDTH (W2) LENGTH (A) LENGTH (1.) EXT.( +) INL( -) EXT.( +) INT.(-) WIDTH (WI) WIDTH (52) LENGTH (A) LENGTH (Li EXT.( +) I•T.(-) EXT.( +) INT.( -) 60" 30" 33" 36" 39" 42" 48" 54" 80" 90" 87.0 87.0 B0" 30" 33" 36' 39" 42" 48" 54" 80" 108" 55.3 87.0 87.0 87.0 53.3 87.0 87.0 87.0 51.5 87.0 .. 87.0 87.0 49.7 85.1 86.6 87.0 48.1 83.2 80.7 87.0 45.1 78.1 75.5 87.0 42.8 73.6 72" 30' 33" 36" 39" 42" 48" 84' 87.0 87.0 72" 30" 33" 38" 39" 42" 48" 54" 49.5 85.8 87.0 87.0 47.9 82.8 85.1 87.0 48.4 80.2 82.2 87.0 44.9 77.8 79.4 87.0 43.8 75.5 74.4 87.0 41.2 71.2 70.0 87.0 39.0 87.8 80" 30" 33" 38" 39° 42" 48" 54" 80" 96" 84.6 87.0 GO" 30" 33° 36' 39" 42° 48" 54" 80" 114" 45.9 79.5 81.3 87.0 44.3 78.7 78.3 87.0 42.8 74.1 75.5 87.0 41.4 71.6 729 87.0 40.0 69.3 68.1 87.0 37.6 85.1 84.0 87.0 35.5 61.4 72" 30" 33" 36" 39" 42" 48° 54" 78.1 87.0 72" 30" 33° 38" 39" 42" 45° 54° 41.0 71.0 73.4 87.0 39.7 88.7 70.9 87.0 38.5 88.8 68.6 87.0 37.3 64.8 66.4 • 87.0 38.2 82.7 62.5 87.0 34.3 59.3 58.9 87.0 32.5 56.2 �. 30" 33" .36" 39" 42" 48" 54" 80' 102" 87.8 87.0 80. 30" 33" 36" 39" 42" 48" 54" 80° 120' 36.7 88.9 85.2 87.0 37.3 64.8 82.9 87.0 36.1 62.4 80.7 87.0 34.9 80.4 58.7 87.0 33.8 58.5 85.0 87.0 31.8 55.0 51.7 87.0 30.0 51.9 72" 30" 33° 36" 39" 42" 48' 544" 80.7 87.0 72" 30" 33" 36" 39" 42" or 34.5 59.7 58.7 87.0 33.4 57.8 56.8 87.0 32.4 56.0 55.0 87.0 31.4 54.4 53.3 87.0 30.5 52.9 50.2 87.0 28.9 50.0 47.5 82.2 STEP 3: MULLION LOAD CAPACITIES •Trulite GLASS &ALUMINUM SOLUTIONS. hUpltwww.truIfte.00m 800 FAIRWAY DRIVE, Stile 200 DEERFIELD BEACH, FL 33441 p. 800 -432- 813211'. 954 - 724-2053 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI ®Resistor. etnarmema9P WT C11ON'" REVN DATE /REMARKS ENOINEER: MCY ENGINEERING, INC. GAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P 305- 271-0117 901010 MCY,80000ee*55leLnet www.MOYEnalneeri"9.c om STAMP: PIPING WANG, P.E. FLORIDA REGISTRATION PE roU83 C 4Mg9Q�J! �et`''�t.1G Wq 1�esjo 44., s�CENSfi.� '3 ..1k; -1 wnv 1t20tf ix S' P . STATE OF : �W7 PRO otb rP( ri4FA4`` << REVISED as complying gwiththe Florida as complying Building Coda Acceptance No Expiration Date DRAWN: S.L. DATE: 9 -22 -11 DWG: A011 -21 DRAWING No: 80F13 ANCHOR LOAD CAPACITY - PRF EXI.( +) & INT.( -) NOMINAL DDd8. ANCHORS TYPE A' TYPE '8' & 'C' WIDTH (8) FRAME HEIGHT 'M2' 'A3' '44' '$1'/'Cl' 'B2'/'CE' 24' 30" 38' 42" 48' 54" 60" 88" 72" 86" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 95.4 100.0 100.0 95.8 100.0 85.8 100.0 100.0 88.2 100.0 78.0 100.0 100.0 78.3 100.0 71.5 100.0 100.0 71.8 100.0 24" 30" 38" 42' 45' 54" 80" 66" 72' 72" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 98.3 100.0 100.0 98.8 100.0 87.4 100.0 100.0 87.8 100.0 78.7 100.0 100.0 79.0 100.0 719 100.0 100.0 71.8 100.0 85.8 91.8 100.0 859 100.0 24" 30" 38' 42' 45" 54" 60' 86' 72" 78" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.8 100.0 100.0 91.2 100.0 80.7 100.0 100.0 81.0 100.0 72.8 100.0 100.0 72.9 100.0 68.0 92.4 100.0 88.3 100.0 60.5 84.7 100.0 80.8 100.0 24' 30' 38` 42' 48' 54' 50" 66" 72" 84' 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 10043 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 98.7 100.0 84.3 100.0 100.0 84.6 100.0 74.9 100.0 100.0 78.2 100.0 87,4 94.4 100.0 87.7 100.0 81.3 85.8 100.0 81.8 100.0 58.2 78.7 100.0 58.4 94.0 24' 30' 36" 42" 48" 54" HO" 68" 72" 90" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 89.9 100.0 100.0 90.3 100.0 76.7 100.0 100.0 79.0 100.0 89.9 97.9 100.0 70.2 100.0 82.9 88.1 100.0 83.2 100.0 57.2 80.1 100.0 57.5 95.8 52.4 73.4 94.4 52.7 87.8 24" . 30' 38' 42' 48" 54" 80" 85" 98• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 98.8 100.0 84.3 100.0 100.0 84.6 100.0 73.8 100.0 100.0 74.1 100.0 85.8 919 100.0 65.8 100.0 59.0 82.8 100.0 59.3 989 53.8 75.1 98.5 53.9 89.8 ANCHOR LOAD CAPACITY - PEW ExT.( +) & INT.(-) NOMINAL DRIB. ANCHORS TYPE' TYPE 'E & '0' WIDTH (8) FRAME IiEIONY 'A2' AS' '44' '81'/'C1' 'B2' /'C6 24' 30" 38' 42" 48" 54' 80' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 102. 92.5 100.0 100.0 92.9 100.0 70.3 100.0 100.0 79.7 100.0 69.4 97.2 100.0 89.7 100.0 81.7 88.4 100.0 82.0 100.0 55.5 77.7 100.0 55.9 92.9 24" 30" 35" 42" 48" 54" 00" 108' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 87.4 100.0 100.0 87.9 100.0 74.9 100.0 100.0 75.2 100.0 85.8 91.8 100.0 85.8 100.0 58.3 81.8 100.0 58.5 97.5 52.4 73.4 94.4 52.7 87.8 24" 30" 38" 42" 48" 54' 114" 100.0 100.0 100.0 100.0 100.0 99.4 100.0 100.0 99.8 100.0 82.8 100.0 1000 83.2 100.0 71.0 99.4 100.0 71.3 100.0 52.1 88.9 100.0 82.4 100.0 55.2 77.3 990 564 92.4 24" 30' 38" 42" 413" 54' 120„ 100.0 100.0 100.0 100.0 100.0 94.4 100.0 100.0 94.8 100.0 78.7 100.0 100.0 79.0 100.0 87.4 94.4 100.0 87.7 100.0 59.0 82.8 100.0 59.3 95.8 52.4 73.4 94.4 52.7 87.8 24" 30" 38" 42" 48' 54' 128' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 60.0 80.0 55.2 60.0 800 58.4 80.0 49.9 60.0 60.0 50.2 80.0 24° 30' 38" 42" 48` 132" 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 600 800 80.0 80.0 80.0 60.0 80.0 60.0 80.0 800 53.8 80.0 80.0 53.9 80.0 24" 30" 38' 42' 48" 136' 80.0 60.0 60.0 80.0 60.0 60.0 80.0 80.0 80.0 800 80.0 60.0 80.0 80.0 80.0 58.8 80.0 60.0 58.9 60.0 51.3 60.0 80.0 51.5 80.0 24' 30" 38" 42" 48" 144" 80.0 800 60.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 56.2 80.0 80.0 58.4 80.0 49.2 60.0 80.0 49.4 _ 80.0 WIDTH (W) s wt (JAMB) INTERMEDIATE HORIZONTALS WIDTH (W) m WI + W2 2 .81...1180-1/11 AY 4892088 TYPE& SEE SHEET 10 FOR DESCRIPTION 81 ® (1) ANCHOR TYPE 'B' AT EACH SIDE OF MULLION OR JAMB C1 w (1) ANCHOR TYPE 'C' AT EACH 'SIDE OF MULLION OR JAMB 42 m (2)) ANCHORS TYI A' AT EACH SIDE OF MULLION OR JAMB H2 a (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB 92 2 ANCHORS TYPE 'C' AT EACH SIDE OF MUUJON OR JAMB AS (3) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB A4 a (4) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB MAXIMUM SPACING FOR HEAD AND SILL ANCHORS NOT TO EXCEED 24" O.G. J STEP 4: ANCHOR LOAD CAPACITY sTrulite OLA99SALUMINUM SOLUTIONS° hUp://ww r tluUte.00m 800 FAIRWAY DRIVE, Sutte 200 DEERFIELD BEACH, FL33441 p. 800.432-813211. 954- 7242083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI *Resistor. LMT & 8T0W4 PR01E0110R ° REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Enm9: MCY. • w.wv.M0YHpineedng.com STAMP: YIPING WANG. P.E. FLORIDA REGISTRATION PE s1 8'S TA1 T; O S E 13 i0V x t2D* � % F d • i ; • ? � ✓ N P m ©,/O *% :ROD. UCT R33theFl�idEt s complying with A No II' ur• oa Dote '1.$ ORAWN: S.L DATE: 9- 22-11 DWG: 0011 -21 DRAWING No: 90F13 EDGE DISTANCE 18Y OR 23Y WOOD BUCKS EDGE TYPICAL. ANCHORS DISTANCE rSEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL. ANCHORS SEE ELEV. FOR SPACING NOTE: MULLIONS SHOWN IN DASHED LINES ARE NOT PART OF THIS APPROVAL WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS 13_31 DOW WALL SYSTEM: SEE ELEV. FOR SPACING ® TYPE A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fye155 KSO 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 TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fua177 KSI, Fym155 KM) DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO MEAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • .a° d • • e EOOE DISTANCE • d SE Lt ANCHORS FOR SPACING TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS AT ALTERNATE WINDO SHAPES: SEE SHEET 2 FOR SPACINH TYPE 'D'- 5/16" DIA, ULTRACON BY 'ELCO' (Fb. 177 Ksl, Fy-165 KS!) 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 -5/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'D'- 5/16" DIA. SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (1/8" THK. MIN.) 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 3-1/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS fm m 2000 PSI MIN. GTrulite GLASS 8 =MINIM SOLUTIONS'. httpJAvww.Uvpte.cum 800 FAIRWAY DRIVE, Sulte 200 DEERFIELD BEACH, FL 33441 p 800- 432 -8132 I f. 954724-2083 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI REVN ®Resistor. W. Aar 88T0BM PROTECIIQN"' DATE/REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, PL 33173 P: 305- 271.0117 End: MCY.Englnesanel wwwAMOYEngbmedng.wm STAMP: YIPINO WANG. P.E. FLORIDA s ON 0jdt ,ti0 i:: f d14 96 �4 •y+,C NS, fi �Ci °�; 5 9117,1,1 . n STATE OF : yj� r y • ®; 7 �' 8ia�tatttttl`1. PRODUCT REVISED as complying with tho Florida Building Code Acceptance No 11- 11 Expiration Date By ,rIPr?T y. Dade 2016 DRAWN: S.L. DATE 9 -22 -11 DWG AD11 -21 DRAWING No: 10 OF 13 THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED WOOD BUCK FILLER OPTIONAL BY OTHERS ' It • .4 • D MIN. & MAX. GAP REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 & 5 0 0 BILL OF MATERIALS ITEM j QTY. PROMS DESCRIPTION MAT88M1. MANUFACTURER/RENARBB 1 AS RECD. 3101 FRAME HEAD /995 /JAM13 ALUM. 6083.78 TRUA==E 2 AS RE00. 3102 INTERMEDWE MERUCAL/MORIZCNTAL N.M. 8063 -75 TRIRRE 3 AS RED. 3103 GLASS STOP ALUM. 8083 -75 TRUUTE 4 AS RED. 3104 SHEAR BL0C9 /MUUION REINFORCING ALUM. 8083 -T6 TRUUIE 4A AS Re20. 3208SrEEL MUUION RFINFORCIN0 STEEL 84R 3/8' X 3 3/4" 5 2/UTE 11847 snow BLOL1t (113111. LAM. MASS) DBROMETER 88 +1-8 EPOM 1 -1/4" X 1/4" X 4' LONG SA 2/LITE 11520 BETTING BLOCK (9/18" LAM. MASS) DUROMETER 88 +/-5 EPD14 1/2" X 1/4' X 4" LONG e AS R OG 1153 5509E N CASKET 95908ETER 80 +/ -5 WON - 7 AS RECD. V2100 GLAZING 7089 TAPE - NORTON 1/4" X 3/8" 8 AS REAM 998 AMINO SEALANT SILICONE 130W CORNIF0 B 2/001NE6 514 j12 -14 X 3/4' F'NPMS TYPE 23 TITANESS SAL. - 10 2/CORNER P13 1/4-20 X 1 -1/2" PENS TYPE 23 55019,E89 SA.. - -f / / //w 0 0 0 0 D.L OPENING SIUGONE SEALANT DOW CORNING 790 OR EQUAL RECOMMENDED SEALANT DEPTH SHALL BE HALF THE SEALANT WIDTH. • 0 0 EXTERIOR FRAME WIDTH D.L. OPENING I, 1 0 0 i41 REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 & 5 • MIN. & MAX. GAP SEE CHART BELOW MAX. FRAME HEIGHT tTAP MIN. MAX. 80" 3/16" 1 -1/8° 72" 1/4" 1 -1/8" 84" 1/4" 1 -1/8" 98' 3/8" 1 -1/8" 108" 3/8" 1 -1/8" 120° 1/2" 1 -1/8" MAX. FRAME MAX. GAP AT WIDTH EACH SIDE 30 FT. 1 -1/8" 80 FT. 1 -1/8" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE UNES. REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 & 5 SEE CHART BELOW *Trulite GLASS 8 ALUMINUM: OLUTIONS° http:iiwww.trufte.com 800 FAIRWAY DRIVE, SuD9 200 DEERFIELD BEACH, FL 33441 p. 800 - 432.81321 f. 984- 724 -2083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI *Resistor. BLABT83101414 PFIO4Ffl1XY1° REYN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P:306- 271 -0117 945841 MCY.Eng www.MOYEnglneerka.com STAMP: PIPING WANG, P1. y r *(NOV st.,.F1:4iDeA.;,,e....6. 1 itlf ; ac STATg OF •:� PRODUCT' • RA G� H 4 PRODUCTREV 118 conlplyingwidtthoThTMt Bailding Code AcpkatioOO No //^ / 0 RXpir itinn DBte 2015 DRAWN: S.L. DATE: 9 -22 -11 DWG: A011 -21 • DRAWING No 11OF13 REINFORCING OPTIONAL S� CHARTS ON SHEETS 8 THRU 8 MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT TRANSOM TOTAL NO. OF ANCHORS AT DOOR MUWON HEAD MULLION W/O MUWON WITH ANCHORS R8 . C1140 REIM- MG TYPE AT FIX. UTE AT DOOR AT FDI. LITE AT DOOR ,MICYIIIIIIIIIIIIEIIIIIIIIIIIIIIFAIIIIIMIIKIIIIIIIIIIIIIMI, AT FIX. UTE 1111111011111111111111a111111111MIEMIIIIIIMINI AT FLY. UTE IIMILr911lMIMIWllIllMIIIIIIIIFAIIIIIIIIIIIIIEMIIMI 2 SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. TOUL NO. OF ANCHORS AT DOOR MULLION SILL ANOMORs TYPE MULLION W/0 MULLION WITH AptcHoRs REIN70�N0 REINFORCING TYPE AT FIX. UTE NT DOOR AT FLY. UTE 47 00018 8 2 2 3 2 C 2 2 3 2 CHARTS SHOWN ABOVE APPLY TO ABOVE CASES ONLY. TOTAL ND. OF ANCHORS AT DOOR MUWON HEAD ANOMORs TYPE MULLION W/O REINFORMO MUWON WITH REINFORCING AT FIX. UTE AT DOOR AT FIX. UTE AT DOOR A 1 1.1 g 1 3 4 8 / 3 C 2 ! TOTAL NO. OF ANCHORS AT DOOR MUWON SILL 6 ' • II 1 . h ...... AT FIX. UTE 1 .... I — /: ' : __. . ..._ 1 1.1 g 1 \x1/ •=ms '''=' bkE TOTAL NO. OF ANCHORS AT DOOR MUWON SILL moimm MULLION WIO RESVORCIpm IJ.ISN WEN =DmORCD42 AT FIX. UTE AT DOOR AT FIX. UTE AT DOOR 5111.1.WHIM MIN MFMIIIIIIMMIIIII 11111111HIMI IMMIIIII=1111 2 2 GTrulite GLASS & ALUMINUM SOLUrIONO- hUp/lwww.tnzflte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-4324132 f. 954-1242083 PRODUCT; Resistor 3100 STOREFRONT WALL-LMI •R,sistor. REVN DATE/REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 331T3 P: 308-271-0117 Eine MCSLErtginearIng@aitset www.MOYEngInee&MOsra STAMP: PRODUCT' REVISMI as complying with the Flodda Ballitiklg Code At:I:optima° No IP' f I Extioa Dato By. _47113F/1 2 016 DRAWN: S.L. DATE: 9-22-11 DWG: AD11-21 DRAWING No: 12 OF 13 4.500 r- .250 r125 1.250 2.000 .750 +ti 2.505 0 #3101 - FRAME HEAD /SILL /JAMB #3205 STEEL MUWON REINFOR. Q2 #3102 - INTERMEDIATE VERTICAL/HORZONTAL #H63 - GLAZING GASKET r1.544 .0 -631 93t3 �.r�. L1.780J 0 #3103 - GLASS STOP .906 .500 I 3.955 0 #3104 - SHEAR BLOCK .530 1J .722 2.955 ---- -d / ALUM. MULLION REINFOR. A. HEAD ASSEMBLY C 4 ) MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT DOOR B. INTERM. HORIZONTAL C. SILL ASSEMBLY NOTE: DETAIL ABOVE SHOWS CONNECTION OF HORIZONTAL FRAME MEMBERS TO VERTICAL FRAMES. JAMB AND MUWON CAN BE WITH OR WITHOUT REINFORCEMENT. SEE SHEETS 4 THRU 8 FOR OPTIONS. GENERAL NOTE 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS. INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS TO BE SEALED WITH CLEAR COLORED SEALANT. oTrulite GLASS & ALUMINUM O0LU7ION$ MtpJiwww.trulte.c om 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 803.432.81321 t 984- 724 -2083 PRODUCT: Resistor 3100 STOREFRONT WALL -LMI eResistor 9 8T &8TOAMPNOTE080N REIN DATE/REMARKS ENOINEER MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI. FL 33173 P:305- 271.0117 Etat mGY.EnoInesdnortattom VAYWAVEnsIneering.com STAMP: PRODUCT REVISED an complying WIIhtiheFlorida A000ptanoeNo IP II ratibn Date DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -21 DRAWING No: 13 of 13 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NAS Unlimited Doors, LLC 2450 Palm Avenue Street Hialeah, Fl. 33010 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/Buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "111 TECH" Outswing Steel Entrance Doors - Impact APPROVAL DOCUMENT: Drawing No. W08-73 titled "Series "HI- TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and sealed by Arshad Viqar, P. E. bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max. height of the door with Wood veneer is limited to 100" and Decorative Steel is limited to 83 ". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 09 -0128.07 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 Page 1 NAS Unlimited Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No. W08 -73 titled "Series "HI- TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by A1- Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and sealed by Arshad Viqar, P. E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202 -94 2) Uniform Static Air Pressure Test Loading per FBCTAS 202 -94 3) Water Resistance Test, per FBC TAS 202 -94 4) Forced Entry Resistance Test, per FBC TAS 202 -94 5) Large Missile Impact Test, FBC TAS 201 -94 6) Cyclic Loading Test, per FBC TAS 203 -94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (V1 L07190), dated 01/26/09 and FTL 5656 0.1t08090 dated 01/27/09, both signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS: 1. Anchor calculations and structural analysis per FBC 2007, prepared by Al- Farooq Corporation, dated 10/09/08, signed and sealed by Dr. Humayuon Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Tensile Test report No. le 1'1,5478, Tests #1, 2 & 3 dated 01 -26 -09 per ASTM A- 370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 01, 2009, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of conformance and no financial interest, dated September 23, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory Compliance statement issued as part of test report. G. OTHER 1. Test proposal # 07 -3338, 07 -3338 R and 07- 03338R -1, dated 06 /05/08, approved by BCCO. 2. Distribution agreement between NAS Unlimited Door, LLC and the manufacturer, China. E -1 .4 L1 1. L.. Ishaq I Chanda, P.E. Product Control Examiner NOA No 09- 0128.07 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 40 I /4` MAX. GLUED ON WOOD OR PVC VENEER- - OPTIONAL FRAME WIDTH 16" MAX. , HEAD /SILL \A CORNERS SEE SHEET 8 FOR HINGE OPTIONS SERIES III -TECH QGTSWING ENTRANCE DOORS WITH DECORATIVE WOOD VENEER OR WITH DECORATIVE STEEL SURFACE DOORS ARE APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUJREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBM OR 28Y *000 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 W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDE BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 200313.4. W 36 1/2" MAX. LEAF WIDTH (x) GLUED ON WOOD OR PVC VENEER OPTIONAL 76-MAX. 18" MAX. HEAD /SILL CORNERS f, A FRAME WIDTH f 0 f / / f/ r/ A ACTNE 1 / f f B 36 1/2" MAX. LEAF WIDTH MAXIMUM DESIGN (FOR SIZES SHOWN OR AS LIMITED 9Y CODE) DOORS WITH WOOD LOAD RATING = + 70.0 PSF WALLER - 80.0 PSF VENEER EGRESS REOuiREMENTSS TO BE ROAMED BY 81ALOiNG COCK. (XX) =Wislassemaratag whit Om • 4 u I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Dor: ASHAD VZ1AR CIVIL FLAN PE [ _38883 C.&N. 3538 JUL 0 2 2009 r 3 MUM L4. .. drawing no. W08 -73 ,'shseoff7 40 1/4" MAX. FRAME WON GLUED ON WOOD OR PVC VENEER . 18" MAX. OPTIE NAL HEAD/SIU. ',J,7) CORNERS I GLUED ON WOOD OR PVC VENEER OPTIONAL . 1;• SEE SHEET B FOR HINGE OPTIOt4S 36 1/7" MAX. LEAF WIDTH MAXIMUM DESIGN LOAD RATING = + 70.0 PSG" (FOR SIZES SHOWN OR SMALLER - 80.0 . PSG' AS UMfTED BY CODE) DOORS WITH DECORATIVE STEEL SURFACE EGRESS RE0 REAAENTS TO BE REWEWED BY BUIL l G OFROAI. JUL it 2 2 N. . / SEE SHEET B FOR HINGE OPTIOt4S 36 1/7" MAX. LEAF WIDTH MAXIMUM DESIGN LOAD RATING = + 70.0 PSG" (FOR SIZES SHOWN OR SMALLER - 80.0 . PSG' AS UMfTED BY CODE) DOORS WITH DECORATIVE STEEL SURFACE EGRESS RE0 REAAENTS TO BE REWEWED BY BUIL l G OFROAI. JUL it 2 2 BY WOOD BUCK ' i e o A A w., TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING l SEE SHEET 4 FOR LOCATION 1 a 1X4 WOOD BUCK S.G. s. 0.55 EMBEDED iN EXPANDING FOAM OR SLUCONE • DOORS WITH WOOD COVER • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a • a 1 —t /8" X 3 --1/2° W000 BUCK S.G. m 0.55 EMBEOED IN EXPANDING FOAM OR SILICONE O 0 e C" 0 o ° v DOORS '7TH TYPIC SEE ELEVATIONS FOR SPACING METAL f STRUCTURE Vs TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STEEL PLATE SPOT WELDED TO FRAME j:1 0 v r TYPICAL ANCHORS SEE ELEVATIONS FOR SPACE DECORATIVE STEEL, SURFACE STEEL TO BE STAINLESS OR PAINTED CARBON STEEL MIAMI —OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY NAS UNUMITED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1)4" DIA. ULTRACON BY 'ELCOO' (Fum111 KS+, Fya155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRIWNG SCREW$ (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. >m 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) irICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTQ WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. isor Ak1144,o VKINR FLA. PE 138883 CONCRETE re = .3000 PSI MIN. CAN. 3538 A=redasaeased?* »id,rte YeW � MASONRY rm at 2000 PSI MIN. JUL 0 2 2009 drawing no. W08 -73 (sheet 3 of 7 3/8" MAX. SHIM . EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHOR$ SEE ELEV. FOR SPACING FRAME WIDTH SINGLE (X) DOORS WITH WOOD COVER pOOR LEAF WITH WOOD COYER REINFORCING CHANNEL ,LOCATIONS 3/8" MAX. SHIM SPACE METAL STRUCTURE TYPICAL ACHORS SEE ELEV, FOR SPACING EXTERIOR 36 1 /2" MAX. LEAF WIDTH 40 1/2" MAX. FRAME WIDTH SINGLE (X) DOORS WITH DECORATIVE STEEL SURFACE JUL 0 2 2 3/8" MAX. SHIM EXTERIOR VOCAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING FRAM WIDTH DOUBLE (XX) DOORS WITH WOOD COVER 3/8" MAX. SHIM SHIM SPACE EXTERIOR 38 1/2" MAX. ACTNE LEAF WIOTH TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE t.EAF WIDTH DOUBLE (XX) DOORS WITH DECORATIVE • EEL SURFACE JUL 0 2 2009 LOM; OPTION jI ACTIVE LEAF MULTI POINT LOCK SYSTEM WITH THUMB TURN OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR LOCATED AT 37 -1/4" FROM BOTTOM, FASTENED 7O LEAF WITH (8) /10 -24 X 1/2" F14 MS METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR ON INTERIOR AT 35 -1/4" FROM BOTTOM FASTENED TO LEAF WITH (8) /10 -24 X 1/2" FH MS 10 -3/16" LONG 5T. STEEL STRIKE PLATE FACING DEAD BOLT LOCK AT 39" FROM BOTTOM FASTENED WITH (6) 3/16" RIVETS INACTIVE LEAF CONCEALED FLUSH BOLTS AT 4" AND 77-.1/2" FROM BOTTOM FASTENED WITH (2) 3/16" RIVETS. OPTION #4 ACTIVE LEAF MULTI POINT LOCK SYSTEM WITH THUMB TURN OPERATOR ON INTERIOR KEY OPERATED ON EXTERIOR LOCATED AT 38 -1/2" FROM BOTTOM, FASTENED 70 LEAF WITH (4) #10 -32 X 3/8" FH MS METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR ON INTERIOR AT 36" FROM BOTTOM FASTENED TO LEAF WITH (8) #10 -24 X 1/2" FH MS 10 -3/16" LONG 5T. STEEL STRIKE PLATE FACING DEAD BOLT LOCK AT 39' FROM BOTTOM FASTENED WITH (6) 3/16" RIVETS INACTIVE LEAF CONCEALED FLUSH BOLTS AT 4" AND 77-1/2° FROM BOTTOM FASTENED WITH (2) 3/16" RIVETS. WHINGES; .° ' .136° THK. X 2 -3/4" LONG METALLIC 'two PIECE CONCEALED HINGES. 5 PER LEAF FOR 100" FRAME 14T. 4 PER LEAF FOR B3° FRAME HT. QPTK 4 12; 5" LONG SURFACE MOUNT TWO PIECE BUTT HINGES EACH FASTENED TO DOOR LEAF AND FRAME WITH /10 -32 X 3/8" FH MS (5) PER HASP, 5 PER LEAF FOR 100" FRAM HT. 4 PER LEAF FOR 83" FRAME HT. ACTIVE 01 ACTIVE INACTIVE 41 5/16" MS (4) PER HINGE GE STEEL LEAF .035" THK. MIN. /12 -24 X 5/8" F1 MS (4) PER HINGE 3/8" STEEL PIN MOUNTED TO A STEEL CRADLE WELDED TO FRAME STEEL LEAF .022" THK. MIN. .512 3.035 .893 to- INACTVE LEAF FLUSt4 BOLT ANSNAD CIVIL FL A. PEI 38883 C.A.N. 538 JUL O 2 21309 Approved its, Complying with lb* Gate titsa4 7 u ZO to 1 g gi0=§ U4 J Ii � � - 0 et HE 1 drawing no. W08-73 ti , s et 6 of 7 j READ. DESCRIPTION E NAS -102 NAS -102 Mal allall FRAME HEAD ROLL FORMED. MIN. Fy *. 36.0 KSI FRAME SILL STEEL ROLL FORMED, MIN. Fy = 36.0 K51 IBM NAS -202 1MM STEEL ROLL FORMED, MIN. Fy is 36.0 KSI N AS -103 imam STEEL ROLL FORMED, MIN. Fy m 36.0 KSI NAS -303 1111111111 STEEL ROLL FORMED, MIN. Fy *' 36.0 KSI �-� STEEL ROLL FORMED, MIN. Fy 36.0 KSI NAS -204 10111111133=3 ROLL FORMED, MIN. Fy =36.0 1<51 TOP RAIL CHANNEL (FULL LENGTH) MI memag. ALT. TOP RAIL CHANNEL (FULL LENGTH) TOP RAIL COVER (FULL LENGTH) - . MOM BOTTOM RAIL CHANNEL (FULL LENGTH) M , NEM �� BOTTOM RAIL COVER (FULL LENGTH) ALT. BOTTOM RAIL COVER (FULL LENGTH) HINGE STILE COVER STEEL MEM - mai LOCK STILE COVER MEM 10 NAS -110 AS RECO. LEAF EXTERIOR & INTERIOR SHEET MEM MIIIMI IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �sIM MIN. THK og. .028 ". MIN. Fy COI 35.0 KS1 AS RECD HONEYCOMB PAPER INSULATION � MTA.TI POINT LOCK amienrig . i LOCK STRIKE AS RECD. LOCK HANDLE BUTT HINGES -.095° Ti9t. CECOMMailliala WEATHERSEAL isrmirmsga 20 '' �M,M NAS -120 MEM AS RECD. AS READ. CONCEALED HINGES -.136" THK ZIMMIIIIIIIIINIIIIIIIIIIIIIII `" � FLUSH BOLTS FRAME EXTERIOR W'STR IPPiNG EPOM FRAME INTERIOR. W'STRIPPING EPOM 71 NAS -121 AS RECO. JAMB EXTERIOR W'STRIPPING EMI WEATHERSEAL 8025 MEMMEMEMOMME ammicamm immimaim 1113111111111131111111 AS REDO I4EAD /SILL PLATE STEEL .072" X 3 -7/8" X FULL LENGTH JAMB SHEAR STRAP STEEL. CIIIIIIII AS RECD. DECORATIVE MOULDING Mil WOOD S.G. +" 0.45 MIN. AS REDO. REINFORCING CHANNELS AS REOD. LEAF W'STRIPPING 111=1111 STEEL LEAF .035" THK. MIN. /12 -24 X 5/8" F1 MS (4) PER HINGE 3/8" STEEL PIN MOUNTED TO A STEEL CRADLE WELDED TO FRAME STEEL LEAF .022" THK. MIN. .512 3.035 .893 to- INACTVE LEAF FLUSt4 BOLT ANSNAD CIVIL FL A. PEI 38883 C.A.N. 538 JUL O 2 21309 Approved its, Complying with lb* Gate titsa4 7 u ZO to 1 g gi0=§ U4 J Ii � � - 0 et HE 1 drawing no. W08-73 ti , s et 6 of 7 j �2.122� .472 2.718 035 l4% TOP RAIL CHANNEL r .472 �.035 2.327 --- 1 4■`j ALT. TOP RAIL CHANNEL 2.251 .812 FRAME HEAD .430 .5.35 , .812 2.520 with °tts Cade TOP RAIL COVER �-- - 2.122 -1 .472 .035 2 FRAME SILL A) ALT. FRAME SILL BOTTOM RAIL CHANNEL 2.500 -a-- 2.520 -----0. 2.325 300 4.000 L .312 1" .035 BOTTOM RAIL COVER �7A ALT. BOTTOM RAIL COVER 1.875 FRAME JAMS ALT. FRAME JAMS Co) ALT. FRAME JAMB 2.325 ----04 T. FRAME JAMB 2.652 r- 2.a07 .759 HINGE STILE COVER -1 .874 .035 2.852 L___ .4430 LOCK STILE COVER g 1,401 ffl Q o za- 2 1 1.471 1.773 2.593 2.282 Inv Al v,Q CEA. PE 38863 C.A.M. 3538 5 17) BUTT HINGE 1y FRAME CONCEALED HINGE SUPPORT BRACKET PANEL STEEL HINGE LEAF drawing no. W08-731 (sheet 7 of 7