The URL can be used to link to this page

CC-13-2033 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202899 Permit Number: CC-9-13-2033 Scheduled Inspection Date: November 13,2013 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: , Work Classification: Alteration Job Address:555 NE 87 Street Miami Shores, FL Phone Number Parcel Number 1132060200970 Project: <NONE> Contractor: ARGEN GLASS LLC Phone: (786)343-4493 Building Department Comments NEW STOREFRONT REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 12,2013 For Inspections please call: (305)762-4949 Page 37 of 38 � Miami Shores Village g -Building Department BY: 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit NCL 1;' • � �j Permit Type: ;;; ROOFING JOB ADDRESS: 555 Me- 8 9- S City: Miami Shores County: Miami Dade Zip; g-31 4Z Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): u ` /*L�/ �� 'T ��`� c��`— 3 J' 3 2 Phone#: Address:_ 1615 o"i city: 'Vtr 41 6 State: Zip: Tenant/Lessee Name: _ Phone#: Email: . RI'AkOl.1 f 6 ;�l P f>e�l��a Co,& CONTRACTOR:Company 4Tme: �� ass I� Phone#: Address: 2a w sr City: 91 State• A®Zt r�q Zip: -?3,® p Qualifier Name: �t3r0u / Phone# _43 y V? State Certification or Registration#: Certificate of competency#: Contact Phone#: 2196-M-093 Email Address: &R-65k '14S /et6f19 L -CDC DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 20.0co Square/Linear Footage of Work: goo Type of Work: DAddition OAlteration ONew Wepair/Replace ODemolition Description of Work: 6 RJ ,577-0Qrf 0 f QLd(t Color thru tile: Submittal Fee$ 5 0 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 0 DBPR$ Bond$ Notary$ Training/Education Fee$ �� Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ klt 00 i i � • i —Bonding Company's Name(if applicable) L j Bonding Company's Address a - , City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address i 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 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. i "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent �- Contractor The foregoing in1trument was acknowledged before me this The egoin�imnstrnent was acknowledged before me this 1day of '1' ' ,20 �3;by ��1 day of V� 0�3 ,by who is personally known to me or who has produced who i ersonally known a or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB Q NOTARY Sign: Sign: Print• ��1 S Print: • .anon, My p tea, rP ," PAULA LUIS My Commission o, PAULA LUIS M Commission Expires: .`A&`.0 ��. '��e CUMISSIWEE872528 ''oe°;,;;• COMMISSINEE8 7 2528 P O PRS: .09,207 •• EXPIRES:FEB.09,201?WWWAMPINOTARY. I APPROVED BY �� lY Plans Examiner Zoning AV1 dd-1 3 Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) � � �• Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 75 6.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. v/ , COPY OF QUALIFIER'S STATE LIC CARD B. V7 COPY OF LOCAL BUSINESS TAX RECEIPT C. I COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION EITHER CERTIFICATE OR EXEMPTION) O ) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: ) 6/6r-U L 4C BUSINESS ADDRESS:_ ?)11 W ]L" Sr CITY AA IC-0 STATE T/64'44 ZIP CODE 33614 BUSINESS PHONE: 'l W 00 FAX NUMBER Zl ✓�� CELL PHONE ° 7, QUALIFIER'S NAME: &n0lI /A QUALIFIER'S LIC NUMBER: �cc JW'540 E-MAIL ADDRESS(IF APPLICABLE): _��'�8� i�-i�_con, Created on 3119109 BY MLDV 1 RV 3@6109 MLDV STATE OF FLORIDA DEPARTMENT OF .BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 481-1395 1940 NORTH MONROE STREET -� TALLAHASSEE FL 32399-0783 DIAZ, GASTON C ARGEN GLASS L.L.C. 6470 NW 188 LN HIALEAH FL 33015 n. i Congratulations! With this license you become one of the nearly one million k• Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong.' Eve day we work to improve the way we do business in order to serve'you better Every Y p Y Y For information about our services,please log-onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that Impact you,subscribe to department newsletters and team more about the �,:, ARC G ,. • , ,� h Department's initiatives. GAS Our mission at the Department is:License Efficiently,Regulate Fairly.We 4c xx � constantly strive to serve you better so that you can serve your custome,s. Thank you for doing business in Florida,and congratulations on our new licenses b b DETACH HERE THIS DOCUMENT HAS A COLORED BACKGROUND-MICROPRINTING-LINEMARK TI PATENTED PAPER KV kf t �Y f Jr. r JE4` rf Y � "�� 0 = �tb r)�e fr'• $ .. \ r pp J J v/+.�lIi1P�R,�.�' \ f.A� AF ��• ��s CT �� '.. \� fY.i`Kj\S�l ` s';G.�Aa °�•�':�?'..»•� G��',�Q.dV1i �Via•• � �� ^<z .� -er vs ... Expiratc� date:• A 20: 4: _ x � . 1 s •5 msµ, .. d 3 - -. ��j f;(��`� ii�L�YIr/;; 'm�"T'L'iyp7 y1,4- �ARGF�NI r�WI4iM�'♦'T ++. �a �� y ., �r�§.• L".'«:`• �� ♦�yfet :: 4 . .. 5951 NW 151 `I"'#316 3 � �D MIAMI LAiCE:S : � FL, 3,3 014 ,, '" rr t a♦,. ?s�`1�,.' {y�k,qro ''y t .}f �`�\Y .se _� i.. �i a.r f .� ��. �/ �S�x:;�r � �� r,�•>� Y1�f �'a-''t' T ��r�©,a� tICB;.rCOT' , ♦ Gib1 i7i41iFOR \ i' ♦ r ? r � f.: n t {IY!r T7,Rrr F71S'RLX1Y A:S..REZJLFtREO�` U1F B1F.( i . r� i FOR .�tC40R L7® AXM CERTIFICATE OF LIABILITY INSURANCE R045 0819-2013 t TflIS CERTIFICATEIS 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 policy(ies)must be endorsed. If SUBROGATIONIS WAIVED,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). PRODUCER CONTACT COMPUPAY INSURANCE SERVICES INC POE FAX 250780 P: () - F: () - A/c No Ext: (A/C,No): E-MAIL PO BOX 33015 ADDRESS: SAN ANTONIO TX 78265 INSURER(S)AFFORDING COVERAGE NAIC# 1NSi/RED INSURER A: Twin City Fire Ins Co INSURER B: ARGEN GLASS LLC INSURER C 5951 NW 151 STREET BAY 36 INSURER D: HIALEAH FL 33014 INSURER E INSURER F 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. � TYPE OF INSURANCE M SR WVD POLICY NUMBER (MM/DD/YYYYJ IMM/DD/YYYYJ Lbwfrs GENERAL L14A&rrY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY PREMISES Ea accurrerue S CLAIMS-MADE OCCUR MED EXP(Any one person) 8 PERSONAL&ADV INJURY S GENERAL AGGREGATE S GENT AGGRF,G�A LIMIT PPU S PER: PRODUCTS-COMP/OP AGG 8 POLICY U PRO LOC g AUTOMOBILE L/ABILTY COMBINED SINGLE LIMIT S (Ea accident) ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE S AUTOS (Per accident) S UMBRELLA L/AB OCCUR EACH OCCURRENCE S EXCESS LIM CLAIMS-MADE F] AGGREGATE S DED I RETENTION $ S WORIOiW COMPENSATION WC STATU- OTH- ANDEMPLOYERS*UAHHJTY X TORY LIMITS ER ANY PROPRIETORMARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT 8 500, 000 A OFFICERry In A REXCLUDEDT N/A 76 WEG LT9743 12/16/2012 12/16/2013 gory In Nn E.L.DISEASE-EA EMPLOYE $ 500, 000 If yam,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ANach ACORD 10 f,Additnal Remarks SaWula,IJmom space Is mqu*W) Those usual to the Insured' s Operations. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Miami Shores Village BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE Bldg. Department DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AurHORRED REPRESENTATIVE MIAMI SHORES, FL 33138 0 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 0811912013 14:15 3054458153 QUINTANA & ASSOC PAGE 01101 Acqwa CERTIFICATE OF LIABILITY INSURANCE F DA7EtMN$/1�31�U13 NTH RTIFICATE 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 REPRE*ENTATNE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPOR'T'ANT: If the Certificate holder Is an ADDITIONAL lNSURED,the pollcypes)must be endorsed. If SUBROGATION IS WAIVED,subject to the tens and conditions of the policy,certain policies may require an endorsement. A Statement on this certificate does not+Corte rights to the certifi to holder in lieu of such endarsemerlt(6. PRODUM". NAMB: T MARIA REYES QUINTAL IA&ASSOCIATES OF MIAMI INC. P.-HONE .5 NC N 305.445-8153 5200 S Vq 8 ST SUITE 280 N�L MIAMI FLA 33134 sAFFORD aCOVERAGE NAIOS INSURER A,ASCENDANT COMMERCIAL INS CO INSURED INSURERS: ARGEN GLASS LLC INSURERO: 5951 N YV 161 STREET SUITE#36 INSURE W MIAMI,FL 33014 INSURgRE: WSUitHR F= 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 INdICAT, D. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 91r ISSUED OR MAY FERTp1N,THE INSURANCE APFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLl1$1ONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFF POLICY EXP L '' TYPS OP 0MRANGU POLICY NUMBER MMID M $ GL N9�AL LIABILITY (31-41340-0 1/14/2013 111412014 FACH�E $ 1,000,000 -12MYXIE TO RENTED MERCIAL GENERAL LUtBILITY PREMIS ceunenee $ 100 000 A CLAIMS.MADE X OCCUR -MIM IV(Any one n 6 5,000 PERSONAL&ARV MURY S 1,000,000 GENERALAGGREGXTE $ 2,000,000 G6ML;AOGREGATELMiITAPPUESPER PRODUCTS•COMP/bPAGO 6 POLICY PRO LOC g O AUTOiCOLE UAVILTry t�a awftm GLE LIMIT . ANY AUTO BODILY INJURY(P�peraan) $ qj L OWNED Wk=ULE.D BODILY INJURY(Pat aGddwd) g AUTOS AUTOS PrDAMAGE g HOWDAUT'O$ A OS $ IfM8RELLALIA2 OCCUR EACHPCGURRENCE $ gCESS LIMB CLAIM$-MADE AGGREGATE 6 DED I J RETENTIONS $ OOMPBNSATiON WC STA7U- OTH- AND fiPPLOYERS'UABR.IiY YIN ANY P PRIEiOWFARTNFRIEXEGUTNE --1 NIA EL EACH ACCIDENT 6 tOM1iaMyey R EXOLlOM9 E.L.DISEASE_EA E W S DESGft1 ON Of OPERATIONS balaw E.L DISEASE•POLICY LMT 1$ o mRIPT10IN OF OPERATIONS i LocATIONs 1 YEHICLn(ANaeh ACORD 391,Ad=cnW Ranarka Schedwa,H mate apace 18 r"obud) SALE OF GLASS AND INSTALLATIONS POLICY&UBJECT TO POLICY TERMS AND CONDITIONS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCR4uD POLICIES BE CANCELL1nD$eFORE THE MWIRATION DATE THEREOF, NOTICE WILL BE DELFV M90 IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PRQVIISIONS. 10050 NE 2 AVE MIAMI 11-10RIES,FL 33138 AUrNOPJ=R PRIM „+ zwtz�" .- +�19se-2oio ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD T � I , COVER SHEET Wind Pressure CaIcuIations C p09201� Project: CITY555 NE 87 st Miami, FL COPY INF'INIT'Y' ENGINEERING Infinity Engineering Services, Inc. 14746 SW 60 St Miami, FL 33193 Tel: 786-287-3922 www.InfinityEng.us CA# 26963 Michael !3r' o, PhD, PE PEW 66360 DESIGN WIND PRESSURE FO WALL COMPONENTS & CLADDING z ASCC 7-10(CSC<60 ft) i Wind speed (mph) V= 175•mph Mean Roof Height h = 15-ft Risk_Category:= "II" Exposure—Category="C' K�= 1.00 Kd =0.85 KZ=0.85 q,:= 0.6.0.00256•KZ•Krt•Kd•V2. 12 =33.94•psf ft WALL PRESSURES Zone 4 Zone 5 Aj = P4pj = P4nj = P5pj = P5nj _ 1.00 40.1 •psf 1 -43.4 •psf 40.1 -PSI -53.6 psf M s t t t MIAMI-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 j NOTICE OF ACCEPTANCE (NOA) �Ymyy miamtdade govicconamx Mr.Glass Doors&Windows,Inc. 7440 NW 6e Street Miami,FL 33166 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 j 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"MGSU0____ luminam Window Wail System—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-39,titled"Series MG5000 Alum.Window Wall System (L.M.I.)",sheets I through 12 of 12,dated 07/15/11,with revision A dated 03/05/12,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 ptance number and expiration date by the Miami-Dade County I' 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 A P P r o v ed" � unless otherwise noted herein. 'i 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 P roduct for sales advertising or an other purposes shall automati c all terminate this NOA. Failue rto 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#12-0328.06 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. ... O n LNOA No. 13 _ MfAMtf?ADE CON ol_OyA,p Expiration Date: April 03,2018 Approval Date: March 14,2013 Page 1 T i Mr. Glass Doors&Windows,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-39,titled"Series MG5000 Alum Window Wall System(L.M.L)" Sheets 1 through 12 of 12,dated 07/15/11,with revision A dated 03/05/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA#12-0328.06) 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 window wall system,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5447,dated 12/19/07,signed and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA #08-1114.16) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007,prepared by Al Farooq Corporation,dated 09/02/08,signed and sealed by Humayoun Farooq,P.E. (Submitted under previous NOA#11-0720.09) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E.' MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17, 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12111/16. Man el Per -: .E. Product Control 9, ner NOA No.lm-74.03 Expiration Date: April 03,2018 E-1 Approval Date: March 14,2013 j Mr.Glass Doors&Windows,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated December 19, 2012,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 05,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-4328.06) G. OTHER 1. Notice of Acceptance No. 12-0328.06,issued to Mr. Glass Doors&Windows,Inc.for their Series"MG5000"Aluminum Window Wall System—L.M.I.,approved on 06/07/12 and expiring on 04/03/13. Monad Pere Product Control am r NOA No. I .03 Expiration Date: April 03,2018 E-2 Approval Date: March 14,2013 DL Om DA..OPO. .• O.L.�6. 46=.2 DL OEPO. WIDTH �1 SEE 2 SEE SHEET 2 SEE CHART SEE CHART _- SHEET 2 SHEET 2 i W � q D.L.OPO. O.L. A SHEEP 2 ET 2 S Lj .L o n" - I Z ors 17 1 0!M/ f .MULU6N SAC R III CORNERS CORNERS j i ANCHORS TYPE q, 0.C OR D i ANCHOR$TYPE A, O OR D } �'�SHEETS 8$7�� 2.3 OR 4 AT EACH 66-�-' 2.3 OR 4 AT EACH SIDE��81--� TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SBBLAR CAN BE VMED BY INSonINO PICTURE VMMM SHAPE WDMN SQUARE OR RECTANOIX AS SHOWN IN DOTTED LINES ANO OBIANNO ALLOWABLE LOADS FROM THOSE SHAPES. SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM SINGLE LOSS INAY BE BNSTALLED VERitCALLY AS sHDWN ABOVE OR HORIZONTALLY. THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: m- USE CHARTS AS FOLLOWS. PRODUCT COMPILES WITH REQUIREMENTS OF ANSI Z97.T. 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILOINO CODE INCLUDING HIGH VELOCITY ,STEP 1 DETE*=DEStiUi WEND LOAD REQUS2EMENT SAM LAMINATBA GLASS `o` HURRICANE ZONE(H mzj ON WIND VELOCDY.BLOB H IMIT.WIND ZONE Hi{ODUCf ItEIVETVI3D WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER uSNp APPLICABLE ASCE 7 sraRLmBm. %� p)� p� y LARCrB MISSILE IMPACT code LOADS TO THE STRUCTURE. SEP SEE CHARTS ON SHEET 2 FOR DESIGN LOAD AceePlnvcallo - y2� ANCHQRS SHRILL!�AS UST @.SPACFA AS SWOON ON OETALS.ANCHITRS CAPACITY�IR.9IREQ CLASS SIZE. ExpteslloADeda •p FIA.PE TOS92 ag'�HUS�B�I�F6tId91 S � OPTION EMBEDMENT 70 BASE MATERIAL SHALL SE BEYOND WALL DRESSNO OR S UCCO. � CHECK UULUON CAP/UIN FOR A GIVEN SPACINO AND D CAR. Bwmcg ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE T E GPI SHOULD EXCEED THE 3OEM LOAD. A� �Lethddoq A� 1� � � Y NOT PART OF THIS APPROVAL A LOAD DURATION NCRFASE IS USED IN DESIGN OF ANCHORS INTO WOOD SAY. S?F� 4 W DESIGN 0=0 THAN DESIGN SPEWIED drawing no. MAYERAS NCLUDNG BUr Nor LIMREO TO srEEtfMETA SCREWS.THAT N STEP 1 ADM � W1 1—39 CONE INTO CONTACT WfTH 07HER OISSIL9LAR MA SHAW.MEET THE STEP g THE LOWEST VAUIE RESULTING MM STEPS 2.3 sheet 1 of 12 REQUIREMENTS OF THE FLORIDA BLOC.CODE SECTION 2003.8.4. AND 4 SHALL APPLY TO ENM SYSTEM. h CLASS 1AAD CAPACITY_PSP xoealNAL DIIaB 04.088 TYPS a'OL4>ig TYAS B' F Ww" DJA H a+.o.MM 01 a M arr(o-)/ear(-) oa(*)la►(: I (� P T8' 80A 130.0 ik 32' 80.0 130.0 38" 80.0 1Ja0-,40-) ! ' 804 130.0,44-1/4° - .__804--_ 1304 p '�' 82` 80.0 130.0 88-1/4- 804 13DO a n 2r 80.0 1300 ///%i ALTERNATE BUTTON WMPER 32- 800 130.0 IN LIEU OF VINYL SPACER© a 39' a3 �.D ,sD.D 40 90•-1/2- 80.0 130.0 44-1/4° 80.0 130.0 48' 80.0 130.0 0 982 SOACONE �° 8a0 130.0 DOW COMM 798 %c7/4, �' 80.0 130.0 32' 8a0 1304 1/4-HEAT SW"D OfASS OWN'D MASS g 3- WA 130.0 A90°KMRUM NiEaAfM R7$ 40' 86-1/2° 804 13" BY v 49-1/4° SOA 130.0 '�' 8a0 130.0 1/4'HEAT S7REM'D CLASS 4'HEAT STRt"S1tAS4 .r 890 127.2�` 804 130.0 32' 80.0 130.0 102-1/2" 804 130.0 i 1i 7 40" 8 to �•0 130.0 44-1/4' mo 130.0 ' ' 80.0 12U 8 8 l z 28' a 130.0 `� au 80.0 ,130.0 f n S 0 10 38- 1 1/2" 80.0 130.0 8 8 40' ___-- SMO 130.0 4-f74"- --- O- __t II-. GLASS TYPE 'A' GLASS TYPE 'B' �' sao 130.0 3r 804 130.0 RUZING OPTIONS Jr I 114-1/2° 804 130.0 40 804 13a0 I 13 ar/4" Sao 130.0 :�1onUt7`itENES'FfEb wffimcode as�+NYip9 tcitb age Ftor13`8 NOTE: A ry 18 Imam CLASS WACmES ON THIS SHEET ARE GLASS sy BASED ON MM El=--" (3 SEC. GUSTS). aoPMduci. pa.a w te 4 VE y k • Aawplenao� drowNg m. W11-39 e pf U=011 LOAD CAPACITY-PEP MMIONS DITNOUT WTBIIMBDIATB NOIDZMUS NOMINAL DINS. JAMB'31' JAMB 11' JAMB'30 JAMB lie imp'38' MOW.lur MULL w MOLL'191` MULL'M4 wIN(11) fBA6ff. E f-(t D...g '-.(q, W.(-) I.{+j tli.(-) tap.{+} W.(-) 30' 38° 42' 48' ea or tM-1/2" 1304 1340 130.0 130.0 1304 1301 130A 130.0 130.0 1304 1301 136.0 13" 130.0 1304 130.0 1304 130.0 1304 130.0 130.0 1301 13U 13010 30• 30• 42• 48' 84' �, 130.0 1304 130.0 130.0 130.0 13U 130.0 130.0 130.0 130.0 I= 130.0 139L0 130.0 130.0 13" 121.7 130.0 13" 1304 I 1130.0 13DA 1304 30' 38• 42• 48' 84' w , 130.0 130.0 130.0 tao 1304 130.0 130.0 1304 1304 RI&I 130.0 1304 1304 930.0 127.9 tau 130.0 118.4 130.0 30• 38' 42' 48° 84' 88° 9B»1J2" 130.0 130.0 1304 126.4 130.0 130.0 t30.0 1104 130A 130.0 130A 994 130.0 1394 1304 00.0 1=0 1208 130.0 80.9 130.0 114.4 130.0 30' 38° 42' 48' 84° 88° for 130.0 1304 130.0 1304 1114 130.0 130.0 13MO 09.0 130.0 130.0 1304 08.0 130.0 t23.2 130.0 80] 120.9 111& 130A 7&8 128.4 10&7 129.9 30' 38' 83° tog' 112.4 13114 130.0 130.0 080 136,0 130.0 13" 82.8 1304 12U 1304 73A 1998 IOBA 1304 8&1 109.8 100$ 119.7 30' 38° 42' 48' 82° 110-11Y 104A 130.0 130.0 130A 888 1304 130.0 1304 77.1 123A II&S 130.0 88.7 It08 IOU 124.0 84.3 103.4 98.0 118A 30' 38• 42' 48' 80° 114• 98.3 130A 1304 130A 80.4 120.3 t2&1 130.0 804 112A 109.4 130.0 823 100.1 97.1 1180 80.1 00.7 947 1124 130' 38° 42• 48•• 120' 01.0 1304 130A 13U 8" 110.4 113A 1304 89.0 98.9 99.3 1 nA 831 BBR 87.1 104.1 NOTE. INTERPOLATION BETWEEN MOTHS ALLOWED. r-^ 2: p 1�( 0� A ff a jibs Iao T: a t � moDUC:NP.N wito a tbmpvwgvmbthe Ckd:L Aotephlnc4NNoo Q M MULLIONS 4 >�9n tmW/.� .f CAM."3338 • BPttoDU1�D y�rgltsvlslBa �dhlBlbdswbh9wFtalMs A�xept4noel Nis ♦3 1 drowtng no. • W11-39 • et of 12 a 20% uw&UUD WAD=FA=r—PW M=M VrM IKVSRpt UTE lMMZo mm Ca) wx fox JO' 3r 4r w 4e' s4• 3' 3r 42' ee-iJx 48' w 3 42' 48' w 80• w 3r 42' w Gr ,w M. Ur 4r ,�,. 4r e4• w 3 28• 4r for 48' 84' 88° 3v Mr 4r 108' 4e --- JO' ' J8' 4r tt0-yr 4 30• sr 4r star 4V Bo• 3' 120' 4r HOKONTALS MDTH (W) - WI AT FPAME JAM WIDTH (W) v Wt + W2 AT FRW MULLION 2 r NOTE; INTERPOLATION BETWEEN WIDTHS ALLOWED. Z r t �a p a O al � WHO AtODUCTRRNRWI�Q $ at e>»nplgtag uld�the F[oit Aacptance�N0 MULLIONS nNaomi oft FAgrs PROOlJC7'RBPIsw .nx 7 92 mwmptpingvclWft"aAft me c� W11-39 r Han AN AA44 l-, Dean MwaJOH LOAD cAPAC1TY-PV 810ffidRS itsmXS Y1MLI8 tNC1i29 �W. JAMD'mi' MULL'M a 7�D8' MULL'M A4' JAMB'ms' MULL'MD4' T-F DIT. UiL(*! 32 38 as 48 94 99-1/2 80A 90A 90.G 80A 90A 90A 9a0 90A 90A 90A eoA 90.0 90A 9OA 90A SOA 0A 90.0 80.0 32 38 42 48 110^t/a 0A 90A 90A A 80A 80.0 0A �.0 80.0 0A 80.0 90A 32 � 4a 48 114 A 80A 90A E.,3 0'0 as 0A 96A eao 0A 80.0 0 8&B t� t20A eaa Ina Dean MwaJOH LOAD cAPAC1TY-PV 810ffidRS itsmXS Y1MLI8 tNC1i29 �W. JAMD'mi' MULL'M a 7�D8' MULL'M A4' JAMB'ms' MULL'MD4' T-F DIT. UiL(*! 32 38 as 48 94 99-1/2 80A 90A 90.G 80A 90A 90A 9a0 90A 90A 90A eoA 90.0 90A 9OA 90A SOA 0A 90.0 80.0 32 38 42 48 110^t/a 0A 90A 90A A 80A 80.0 0A �.0 80.0 0A 80.0 90A 32 � 4a 48 114 A 80A 90A E.,3 0'0 80.0 90.0 0A 96A eao 0A 80.0 0 3a a9 4a 48 t� A 90.0 8.4 9bo 3d ass 8.1 53.9 90A Z r� O N &R CIAO, 48 1/Y WX. 87 1/Y MAX b0 R VADTH v. SEE SEPARATE ��M O�yag 48 t/Y MAX. lom --___�_-• _ --_ --_ _ DOOR DOOR MOTH e---- I SEE SEPARATE t10A b 011 / u b d m ey- n a o -------- OR OR C It 43 3/4' SIDELRE 1TIDTH INTERMTAIAIE SOtEIRE 17lDTH 8S 3/4'MAIL n \ 8 - sEE CHART CL To CL Difd. � 9EE 12uRT CL CL W. a \ O p,mevem� � 7. L o k3 3/a' 'ttODUCT"kBNEtY1B$ SEE E TAblt1 CL 70 CL 4oW�In�ICaVa blhel+lotl$6 Gapimtton time /8 Dy DOOR-WINDOWALL o JAMD'mt' JAMB'JBW JAMB]D2' TRANSITION MULLION �:� motistcrRavlss4 d C 70M dacomPlYtn8tv1UtlhaPlodds FIA• lo d W dmin 91 g 39 MuLUOR'MDS' MuuJOH`>�a' MUtJJOR'Mt1s' tluLUGH'ima' attest 8 oT 12 DOOR MUUJmi LOAD CAPACITY-rsY JAMB'JDs' JAMB 9JD�JTR I+tLtMS JAMD dAi'dAMB'mi'JAM$'m8'JAMB'aD8' MULL.'MD1 MULL'MDD MULL'MD8'MULL'MD4' 9PIDTR RETORT 'T + ILL EM.(+1 Eft7.(+j INCHES D1CIf89 .�� IHT. y QJf.(-7 RJT.(-j 32 t20A 120.0 i2a0 120.0 30 120.0 120.0 120.0 120.0 42 8tk,/2 120.0 120A taOA taa0 49 ,2ao ,�.o ,zoo tmo 54 1a0.0 12010 taQO 120A � 119.4 120A laOA 120A r442t09A faOA 120A 1�A 104.2 120.0 t20A t20A 88-1/2 97ffi 120.0 t20A f�A 91.1 120.0 120A 7 ,20.0 it0.9 1a0A im 120A 1t0-1/a 73A 12oA 42 r 3B' 42' 48" 84° I 7r or 30' 30' 42" 7r 48° w 30' 30' 42' as-1/r 48' w so' 30' air 42' s 48' e' se 00' 30" 3s' 42' w 49° 64° 80° Jr 38' 42° IS-1/2' 48' 84" 30° 36° 42' 102' 48' 64' 30' 39' for 42' 48' 30" 3s' 40.' 48' 30' 3v* 114' 42' 48` 30' 38' 120' 42' .a .0 1 70.8 1149 102.1 789 87.1 t133 tool .0 130.0 13oA It'll 130.0 3 f�.4 130.0 Sit 130.0 ,0 93.o 123.9 2t9 1323 2 813 108.4 7i3 107.0 8 1272 130.0 Ill.$ Ino 7 fO&0 130.0 93.0 D&O 0 909 131.1 7&7 119 8 0 79.6 too.0 89.7 1049 2 1233 130.0 10&1 130.0 6 1027 130.0 90.1 130.0 7 88.1 1174 77.2 1189 a 77.1 1�7 s7.0 lo1.4 1 ti 7.1 130.0 1027 130.4 t 976 130.0 88.8 128.4 B 83.7 1 4119 73.4 110.1 B 73.3 97A 04.3 983 12&8 w mm WrERLIEDIAX OPMM DOOR �� - AM FIXED LRES ( SEE SWAWEE�A ' , o F W g ya O tr h 4� slit. 1 ► pgj WI N2 Wf 12 Wt 132 � pl � 9ADTF1(g9° Wt 2 W2 YBDryi(W)„ Wl 2 W2 WIM(W)° Wt + gay a a 3 MR.G9ASS DOOR sf�FARa 4° +° 3. 0 M li Z 3" 3' � 3• 0 OR -Fay_ All'BL A0,98. A4,B4.C4 �- aaw°aaa i� 'f n � A n ` P 99.0 130.0 130.0 n o F W g ya O tr h 4� slit. 1 ► pgj WI N2 Wf 12 Wt 132 � pl � 9ADTF1(g9° Wt 2 W2 YBDryi(W)„ Wl 2 W2 WIM(W)° Wt + gay a a 3 MR.G9ASS DOOR sf�FARa 4° +° 3. 0 M li Z 3" 3' � 3• 0 OR -Fay_ All'BL A0,98. A4,B4.C4 OR E n vmvw�� n � A n ` P 99.0 130.0 130.0 n WI Y12 n\ n a \ 130.0 11&1 o F W g ya O tr h 4� slit. 1 ► pgj WI N2 Wf 12 Wt 132 � pl � 9ADTF1(g9° Wt 2 W2 YBDryi(W)„ Wl 2 W2 WIM(W)° Wt + gay a a 3 MR.G9ASS DOOR sf�FARa 4° +° 3. 0 M li Z 3" 3' � 3• 0 OR _ a , wa/ All'BL A0,98. A4,B4.C4 OR E e `aa n g/ n � A n ` P 99.0 130.0 130.0 I WI Y12 o F W g ya O tr h 4� slit. 1 ► pgj WI N2 Wf 12 Wt 132 � pl � 9ADTF1(g9° Wt 2 W2 YBDryi(W)„ Wl 2 W2 WIM(W)° Wt + gay a a 3 MR.G9ASS DOOR sf�FARa 4° +° 3. 0 M li Z 3" 3' � 3• ti8.1 1�.0 130.0 All'BL A0,98. A4,B4.C4 n / u / n All n � A n ` P 99.0 130.0 130.0 ti8.1 1�.0 130.0 All'BL A0,98. A4,B4.C4 1 99.0 130.0 130.0 WI Y12 871 TT.4 130.0 11&1 13" 130.0 ANCR0144'PYPR9t SEE SHEET 8 FOR DESCRFTWN 'A WbTH Wt +T12 A8 a 2 ANCH�t$TYPE AT EACH$DE OF JAMB AND MULLION 2 130.0 t30.0 130.0 B2 a (23 ANCHOf�TYPE'8'AT EACH SIDE'OF JAMB AND MULLION 1089 130.0 130.0 ° 2 ANCHORS TYPE'c'AT EACH SIDE OF JAMB AND MULLION ztaeblav�sp rlmtheIfti A 94.0 130.0 130.0 D2 a 2 ANCHORS TYPE'D'AT EACH SIDE OF JAMB AND MULLION %Id1eRC� m 022 1233 !no AS ANCHORS TYPE A'AT EACH SIDE OF JAMB AND MULLION �� Date � f 12&8 130.0 130.0 BS 3 ANCHORS TYPE'B'AT EACH SIDE OF JAMB AND MULLION 'C' toll 130.0 130.0 CS a 3 ANCHORS TYPE A7 FACH SIDE OF JAMB AND MULLION Dg ° MC140RS TYPE'0'AT EACH SIDE OF JAMB AND MULLION ANC$URS Medan. °< ei9 1300 130.0 A4 = 4 ANCHORS TYPE 9 AT EACH WE OF JAMB AND MULLION ti11 00.4 124.6 12U 130.0 13MO 130.0 24 > C4 a D4 4 ANCHORS TYPE'B'AT EACH SIDE OF JAMB AND MULLION a ANCHORS TYPE'C'AT EACH ME OF JAMB AND MULLION 4 'O' PROD RHVI»D 1038 130.0 1 a ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION o,a.N. 9&O 130.0 13MO ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. o 77.9 MA 13MO , 11&4 130.0 13oo *No 88.7 13U 130.0 1OA°01 tlrolnibg 00. 84.6 12&9 1 130.0 NOTE. , w i 1-39 74.0 111.0 t3&o g4TERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. _-- ...,..,n -..r- , - JIM MOLIJON WAD CAPACITY-P9R SDIRMTB FHM JAMB'MI' MULL'JWl AM'JDI' MIIJ.'MIS JAMB'JDS' JAMB'JDs' MUM'MO JAMB'Mr MULL'(M 4! i AS � p 1 30 36 42 48 64 W 96 90.0 90.0 GOA 90.0 904 "A 90.0 9084 9084 GOA GOA GO.0 GOA 90.0 ODA 9oA 86.4 "A BOA 90.0 B1A BOA 90A 00.0 30 38 42 48 64 102 8&3 90.0 90.0 GOA 809 90.0 90.0 solo 782 90.0 00.6 solo 71A 90.0 90.0 90.0 682 9084 9084 90.0 30 38 42 48 108 69.6 90.0 90.0 110.0 6614 900 90.0 me 81.7 904 90.0 90.0 90.0 8&3 90.0 30 38 42 48 114 672 8 8.7 GOA 0" 83.9 83.0 86.3 90A 810 70.0 $0.7 90.0 480 749 76.0 solo 30 36 42 48 120 474 74.1 7847 ONO 46.1 699 74.4 8" 42.7 9&2 70.6 842 4084 82.6 87.0 80.1 1 DOOR-ATINDONALL TRANSITION MULLION lift OtASS F m>n b x ANCHOR GOAD CAPACITY ERL(+)4 WL(-) NOMINAL DTMB. ANCHORS TYPE'A' ANCHORS TYPR'9'&'D' -4@ ON WOM(Yn AS � p 1 CS A\ 79.8 90.0 9 `.1 .... 6 S10ELRE WIDTH ^--- �3/4'MAX. m>n b x ANCHOR GOAD CAPACITY ERL(+)4 WL(-) NOMINAL DTMB. ANCHORS TYPE'A' ANCHORS TYPR'9'&'D' ANCH0RII TYPE'e WOM(Yn AS A4 DS/D3 CS 30 38 42 48 64 so 79.8 90.0 90.0 90.0 7&6 WA GOA 90A Ma BOA 90.0 90.0 99.4 90A 9084 90.0 66.4 B" 8&0 GOA 82.9 82.3 s2 3 90.0 30 39 42 48 64 102 7844 9084 mA solo 72.4 904 GOA 80.0 68b 9.0 90.0 90.0 85.5 8612 892 90.0 an NJ 82.3 "A 30 30 42 48 108 73.5 solo too GOA 69.8 904 604 8&0 68.9 869 829 82.7 82.7 30 36 42 49 114 709 90.0 9010 Ri 97.0 88.1 B&I 83.6 83.8 818 80.4 704 70b 30 36 42 49 i� 68.1 899 89.9 90.0 B4b 84.0 849 80.0 61,2 80b 90b 900 9&S 1 788 788 88.1 4.� Qa' �4 It t ;; '' g s AII M Nti--- e, a+ 13', �3• ' 3. 3 3. 3° A6,11 Cl A¢ SEE SHEEP 8 FOR 0ESCRWWN AS a 1333,)ANgi0R5 TYPE'A AT EACH SIDE OF DOOR MULLION BS a )ANCHORS TYPE'B'AT EACH SIDE OF DOOR MUUM CU > ANCHORS TYPE'C AT EACH SLOE OF DOOR MUUJON D3 d ANCHORS TYPE'D'AT EACH SIDE OF DOOR MULLION $ A4 - (4)ANCHORS TYPE'A AT EACH 510E OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER MATION. TRANSITION MULLION ANCTiORS .. PR0DVUC;1f��9R� Q ¢fA.PE CAM Y 20692 D°B�$`^'b pRHH�,� 0.04.7638 AoaopWmoNo Awdno. IMW11-39 MAR 0'I 241 ,Bet 7 of(a rfiVAL ANCHOft SEE 8" FOR SPACM nW.AL ANCHORS IBY sm E". SPACM TYPICAL ANCHORS SEE m FOR spAcme WOOD 6= 44 IS 144:Olk ULTRADON BY INTO 28Y WOOD W=OR WOOD STRUCTURES vm 1-3/e WN. PENErRoom INTO.WOOD THRU ISY WOOD BUCKS INTO CONCRETE WITH 1-1/4-MIN. EMBED INTO CONCRETE Ommy INTO commm Wfm 1-1/e MIN. EMBED INTO CONC. ANCHOR EDGE DISZANCES INTO CONCRETE AND MASONRY- 2-1/2"ION. I*WN. dc t-/O MA 1101 KM CON H BY'HtLW pt INTO 20Y WOOD BUCKS OR MOD STRUCTURES TAVAL ANCHM WITH 1-1/2'MR PENETRATION INTO WORD SIX 0".FOR S THRU 1BY WOW SUCIM INTO CONCRETE WITH 1-1/e MIN. INTO CONCRETE DIRDMY IO CONCRETE WITH 1-1/,V NT N. EMBED INTO com ANOMR MW 019MM INTO CONCRETE AM mAsoW- r MIN. — 1•MIN. — — — — — -- — — 5/18°MA LURADON BY co INTO 213Y WOOD DUCKS OR WOOD STRUCTURES VM 1-1/2-MIN.PE14ETRATION 114M WOOD THRU tEFY WOW SUCKS M CONCRETE a! WITH 1-1/4-MIN.EMBED INTO CONCRETE ggyz MEMY INTO CONmm "TH 1-1/e MIN. Emsm INTO CONC. ANDIJOR EDGE MUA= INTO CONCRETE AND MASONRY- 3"MIN. L!M_!)?D STRUCTURE—I'MIN. M ROW PMW 09 ONE PIECE = -- -- HORAL Off8tOlPAWABLE VETWEM HEAD&SILL 114 SMS OR SELr ORILLING SORM Sr/Z INTO MEW STRU07UMM STEEL- 12 GA VA (Fir 6 MIN.) /a.TM M; (8083-78 ff-i b ALUMINUM : S. . I it 4 (STEEL IN CONTACT YM ALLWNUM TO BE PLATEI)OR PAINTED) RoDucrupALWIN ARMIOR EQW 2MTAM qnkung Cde L!M_!!TAL STR!TIR�- 1/2-MIN. rpt No — — — — — — I Om 0 Intl JAY o-mim FRODUCIrRmw YP MIANTS: CIVIL R&R -Rd ft- votkoroft 13911ft(la& ALL FRAME a%.LIMULUX SEAMS AND PERIMETER OF CIO, AftVftoNo - GLAZING BS=7 W SILICONE SEALANT. DW -ml 1. NOT BY IA W.AW AND METAL STRUCTURES NOT BY MR. MASS drawing no. "WmTAv ONLY WOOD BUCKS Sm X%1*000 MUST SUPPORT LOADS IMPOSED BY CLAM SYSTEM AND Wl 1-39 I TRANSFER THEM TO THE BUILDING STRU=M 0 q Zola Max swM SPACE MAX SHIN SPACE �� Sri 1/4'FOR ANCHOR'A 'g'&•C Max RA SPACE 1/4 FOR roro—°j WOOO I O O SEE��&4 1/4'fOR ANCHOR A {I Z o o JOL D E 1/Y ANCHORS B'& c O FOR • ° JAMB M Q a!a 4 S 3 FOR SONS O STRUCWM e .._.._._-_—:_:._.. .....................— LLIjMZ p . v _ _ _ _ -s Q111� F p e Q a 6 s B p + EXTERIOR JNJe OOPPTI _ FRAME WIDTH - SEE ELEVATIONS JAMB ANCHM �W OPTIONAL DO NOTRREWIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS m M —MAY REQUIRE SEE CHARTS REINFORCING GAP 2 Q 1_. 1/4°DI0.BOLTS WITH NUTS STEL REW. V` Q CAPACITY ALUM REWF. AT 6'FILbM ENDS ALUM REWf. 1 4' - O f �3&4 AND 18-1/2"O.C.MAX. O �3&4 O SE SHEM 3&4 a 11 Il R es¢61nv1 gvdlbb�Flo" c 4 ° t 9etding Ciade suw No F51 lWalfunpa ...-.__;....._c C m-R?f 11 � •$IN < n° �i n .. ° go JL ° .$`• 14 Enr. m PRODUCT YIuB�vi thath FlwbTe �' •s .4 D.L.OPO. D.L.OPG. 12 0.1 OPG. 9s co u yft . .° A¢ceplUm CAN.wawa gg }gt Date FINISHES NOT BY MR GtASS - �8},��,� ILLUSTRATNE ONLY ®1D'"' Pfd drawing no. MAR 07 2D12 W 11-39 ` sheet 9 of 12 r TRAtiSOlt ,------- o --I ' t � I � _- -- _ ----------••� �: }r, V, 1 d. C.<- .� O• o. •: a• O .'V, 0 .a O• �� 4{y87pp MOM O QQya lY __ _^".__I aAN80RSOTYPE 1 Btu CTYPE Sm SHEM 7 g 8 7 e oy� I 51rtETS ac '---- 4 � l --------- D.L 0130. G SEE g --------------i AIM ROW. ___� SEE SEPARATE NOA FOR 0£StOPi LOAD ----------- FOR CAPACITY '� © �8 g 7 CAPACITY OF DOORS AND DOOR ANCHORS. �3 __-------f ------� ------�--�' ` LOWER VALUES FROM DOORS NOA — 3 -----------I OR STOREFRONT SYSTEM CAPACITY CHARTS �q E mran rain twuHn APPRUM 1 -mw NTZM { WU L APPLY TO ENTIRE SYSTEM. G IAROE MISSII.E WACr RESISEW OM LARDE NISSI.E JIM=MWAUr AOOR ir t i i-------------- t-------------- i------------ =11 Gf ; It , r !•1 T Q 1=� tlnnnAAAad __ a 11 t aaaaaeiaad �i^ r ap2} ----i --- ro ild.tmO. 7 ,.EAF WIDTH ' D.L opD t ( ,.EAF 9RDTH "_- --- t n ODUCT w��Ifu a&Fl snmL •.., v+ddtngCbdn �aelueeesnw - 7J © � ©� By an SE '+ ---- • ;FOR 8 g T Sm pY g 7 CAMA1 ----------------- te /B ' t ---------------t pROaUCCRBV136D LANE MIgE c AFA APPROVED 6flAlO-DADS COUNTY APPROVED 1 maxapty�Bar�t9oPfot�a I.MOE M4481LE O�ACT i >USTANi DOOR 1 UWE KSSIIE IMM RESISTANT DOOR j Dn1IdDIBCeRn . Do-- -__-t I 1 ------ 1'-------------�1 a7 I LhodDat "I __ 1 _`•-_—jt--t�j"..�� ,ten ' --------- i�_�►� - ewe. j ((( is FlUt CAAL. 11 I t II 1 Ij D.L OPO. LEAF WIDTH ` D.L'p, t4 ( IEW W101 VA W11-39 �_• �' nheot 10 of f 4888 V 3 L L I r— L 1.790 1.780 188 �Y faro Oy� MAA 41 2790 �° 129 1W+. A78 TV 4= TV. 9.000 3.790 b.000 3.790 Q 5.884 0 HDL FRAME HEAD/SILL 177 d 3.790 J 2.7W O FRAME JAMB/MULLION DOOR MUWON 1.472 a IV. .978 �3.�d .295 ® OPEN BACK FRAME HEAD/SILL TM 4 4.888 3.388 Sa a73B 4234 .124 n .! J.700 1.7>� 1.578 g G MULLION SNAP—IN MATE T2 STIFFENER 1.0M 3.884 .678 •186 'RObIJC7'f� 4n00 PtY1nBWD6y�ppjy 4tetyr�fe¢Ct�ea(C4O J(? K4TERAIEDIATE HORIZONTIU. � ra110 Date 188 1.788 .188 ATteml, AdaP ` < .082 3.738 '� 3128 4.900 4.000 .. TYA. 9R' PRODUCPRKViBBD PlA PE 7M DA ftco" 0roFEoftda b drawing na 4 13 STEEL REINFORCING ]4 W 1 3I. GLASS STOP © SHEAR CLIP 36 Km 69N sheet 14 of 2 T7�I Xa PARr Nwaess evAHmrr DseDRi77•toK NATBRtAL MARF./8 aa%s 1 As Rl�D. K�1.06I PRAbff T1EaDJsaL eooa-r$ — 1n ESB007 AS rteao. oPER eACK vRa1cE r�ao/sw. r�ss—ra — 2 ESl�04 AS BRERNEOtATE KORQONTAL 0083-To - 3 ES8001 A9 RECD. fRAltE dAAffiJBIDWON - 3A - AS REQa DOOR 6110.t10N 800$-r$ - 4 ES8008 AS REQa OLA88 8TOP 80$3-r$ $ ESB002 A4 REQO. TdUTAWN SNAP-8J tAAI$ 8006-rb - 8 EB8003 AS REQa SRFAR CUP 8008-•r$ 7 AS RECO. BVTE[8WT 8788 0ASXET VSiYI 8 E99009 AS RECD. 9PAOERJSWfAtB:STOP yWYL 8A - AS RECD. BOTSON 818dALR 341CONE - 9 f0 - A8 REQ0. SETIINO&.00%AT iJ4'POLYTS NEOPRENE 3 18'X 1/2'%2°LONG 11 12 X 1-t/2'4/CORf�Ii ASSHfdB1.Y SCREWS PNSNS $TEFL - 12 A RECa 10RJJON SOTFENER $DO6�'m 13 a9 r�D. tRtuaoR RER6'ORCBHi CHMRkt 51m. 14 AS 1�C0. 18RJdON RdNfCRrdNO BAR STEEL 4888 V 3 L L I r— L 1.790 1.780 188 �Y faro Oy� MAA 41 2790 �° 129 1W+. A78 TV 4= TV. 9.000 3.790 b.000 3.790 Q 5.884 0 HDL FRAME HEAD/SILL 177 d 3.790 J 2.7W O FRAME JAMB/MULLION DOOR MUWON 1.472 a IV. .978 �3.�d .295 ® OPEN BACK FRAME HEAD/SILL TM 4 4.888 3.388 Sa a73B 4234 .124 n .! J.700 1.7>� 1.578 g G MULLION SNAP—IN MATE T2 STIFFENER 1.0M 3.884 .678 •186 'RObIJC7'f� 4n00 PtY1nBWD6y�ppjy 4tetyr�fe¢Ct�ea(C4O J(? K4TERAIEDIATE HORIZONTIU. � ra110 Date 188 1.788 .188 ATteml, AdaP ` < .082 3.738 '� 3128 4.900 4.000 .. TYA. 9R' PRODUCPRKViBBD PlA PE 7M DA ftco" 0roFEoftda b drawing na 4 13 STEEL REINFORCING ]4 W 1 3I. GLASS STOP © SHEAR CLIP 36 Km 69N sheet 14 of 2 T7�I Xa PARr Nwaess evAHmrr DseDRi77•toK NATBRtAL MARF./8 aa%s 1 As Rl�D. K�1.06I PRAbff T1EaDJsaL eooa-r$ — 1n ESB007 AS rteao. oPER eACK vRa1cE r�ao/sw. r�ss—ra — 2 ESl�04 AS BRERNEOtATE KORQONTAL 0083-To - 3 ES8001 A9 RECD. fRAltE dAAffiJBIDWON - 3A - AS REQa DOOR 6110.t10N 800$-r$ - 4 ES8008 AS REQa OLA88 8TOP 80$3-r$ $ ESB002 A4 REQO. TdUTAWN SNAP-8J tAAI$ 8006-rb - 8 EB8003 AS REQa SRFAR CUP 8008-•r$ 7 AS RECO. BVTE[8WT 8788 0ASXET VSiYI 8 E99009 AS RECD. 9PAOERJSWfAtB:STOP yWYL 8A - AS RECD. BOTSON 818dALR 341CONE - 9 f0 - A8 REQ0. SETIINO&.00%AT iJ4'POLYTS NEOPRENE 3 18'X 1/2'%2°LONG 11 12 X 1-t/2'4/CORf�Ii ASSHfdB1.Y SCREWS PNSNS $TEFL - 12 A RECa 10RJJON SOTFENER $DO6�'m 13 %. I ��a x l/z° sas GAFF,ammw i[.n � ` s 0C 9 i � drawing no. W11--39 mommomfth MIAMI-DAVE MIAMI-DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W.261i 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) htta:uww%lnlyinidade.RgX n" Mr. Glass Doors&Windows Inc. 7440 N.W.66 Street Miami,F1,33166 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)ancUor the AHJ in ar eas other than Miami-Dade e Coun tY) reserve • the right to have this product or material tested for quality assurance purposes. If this product or material g pt' q tY 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. if it is determined b Miami-Dade Dade County Product PERA reserves the right to revoke this acceptance, y s g 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. DIESCRIEPTION(Sires 00"APPROVAL DOCUMENT: �awmA No.1W11--44tiwtlFrench Doar_-L.M.I. Drawing d"Series MG-500 Alum Ott ing French Door (L.M.I.)", sheets I through 10.1 of 11, dated 07/20/11, prepared by AL,-Farooq Corporation, with revision "'A" dated 03/29/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: 1. The Single Door with Transom is limited to Maximum Design Pressure,DP=:b 90 PSF; 2. .Only Single Door w/High Threshold option item F--2B(part no.ES-9026)is rated for external Positive +120 PSF Water Resistant Rating. 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. i-D a County, nd ad iam Florida,, ADVERTISEMENT. The NOA number preceded by the words M ty, 'ter •e. If an portion a f the NOA is tur followed by the expiration date may be displayed in advertising literature. y po 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. 11--0720.10 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 Jaime D.Gascon,P.E. MFA bDAP tjN'F' (C+It1A NO. 1Z�-�OgI7.23 Expiration Date: October 13,2013 Approval Date: August 23,2012 Page 1 Mr.Glass Doors& Windows.Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0 720.10) 2. Drawing No. W11-40,titled"Series MG-500 Alum Outswing French Door(L.M.I.)", sheets I through 10.1 of 11, dated 07/20/11, prepared by AL-Farooq Corporation, with revision"A"dated 03/29112, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per SFBC,PA 203--94 along with marked up drawings and installation diagram of a single (X) aluminum outswing door, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09,re-issued on 02/02/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11--0720.10) 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'rest per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5554,dated 05/10/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 10-0301.03) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per PA 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 an Alum, Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dated 04/27/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation,dated 01/08/10, 06/15/10, 11/02/10, 12/17/10 and last revised on 01/13/11,signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 11-0 720.10) 2. Glazing complies with ASTM E 1300-04 2 LI- 1 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12-0517.23 Expiration Date: October 13,2013 Approval Date: August 23,2012 E-1 Mr. Glass Doors&Windows,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours &Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours &Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, dated 03/29/12, signed,sealed and issued by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL--5992, dated 09/09/09, re- issued on 02/02/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0720.10) 3. Proposal No. 094165 issued by Product Control, dated 07/02/09, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 11-0720.10) 4. Laboratory compliance letters for Test Reports No.'s FTL-5554, dated 05/10/08 and FTL-5556,dated 04/27/08,both issued by Fenestration Testing Laboratory, Inc.,both signed and sealed by Carlos S, Rionda,P. E. (Submitted under previous NOA No. 10-0301.03) 5. Proposal No. 07-4070 issued by Product Control, dated 02/22/08, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 10-0301.03) G. OTHERS 1. Notice of Acceptance No. 114720.10, issued to Mr. Glass Doors & Windows, Inc. for their Series "MG--500 Aluminum Outswing French Door - L.M.I.", approved on 08/18/11 and expiring on 10/13/13. a Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-0517.23 Expiration Date: October 13,2013 Approval Date: August 23,2012 E-2 a7° f\ CLUSTER OF FRAME WIDTH ANCHORS ALL SNCI£ �• o L IN'G. 0 47• Doo>% 4 1/2•MAX.FRAME WIDTH t THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. H�/� F SHUTTERS ARE N07 REWIRED. 4 1/2°MAX. ' HEAD CORNERS A 1 ,9 SERIES M:G500 H A IL LUMINUM OMMING ENTRANCE DOOR � n SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. O a SEE CHARTS S SHEET 2 WITHOUT DESKLN LOAD CAPACITY�' IC DOUBLE DOORS WITH OR WffHOUT TRANSOMS. li // t H DOORS CAN ALSO BE USED WITH SERIES'MG5ODO OR SERIES 9500 iI / LL l STOREFRONT SYSTEM UNDER SEPARATE APPROVAL C t' Lr FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR �� ii // DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. it II THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. DOORS ARE NOT APPROVED FOR INSTALLATION WHERE WATER _Z RESISTANCE IS REWIRED EXCEPT SINGLE DOORS USING = --- �- /-- ES-9028 (HIGH THRESHOLD OPTION) IS APPROVED FOR WATER ° " o ----------_I INFILTRATION RESISTANCE. ______ \ II �c iii THIS PRODUCT HAS BEEN DESIGNED AND TESTED To CompLy WITH THE REQUU2ENdENTS OF THE FLORIDA BUDDING COQ INCLUDING HIGH VELOCITY \ li---- Si \====�I HURRICANE ZONE(HVHZ). 10Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY II \ N tp TO TRANSFER LOADS TO THE STRUCTURE. �I \ II b,M 13E AS USTEO, SPACED AS SHOWN ON DETAILS.ANCHORS ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALT.DRESSING OR STUCCO. I 11 B z ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD OURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO ST AUK STEEL/METAL SCREWS, THAT GO U IPITO CONTACT WITH OTHER DISSIMILAR MATERULLS SHAD.MEET THE REWRiEMENTS OF THE FLOPoDA BLDG. CODE SECTION 2003.8.4. SURFACE APPLIED FALSE MUNTNS 32 15/16- j SURFACE 32 15/18° MAY BE USED D.L. D.L.OPO. MAY BE USED TABLE 1 DOORS LOAD OM(XrY- PsP • 41 t3/18° 41 13/18° SWCLB DOORS WITHOUT TRANSOM cX) OR TWITH TRANSOM(D/X) LEAF WIDTH LEAF W e 1 HINGES IDTH O B DOOR DNS. TYPE'A' I TYPE'B',rC'l OPTION Al I OPTION AV I OPTION$8 OPTION$1 OPTION$E TYPFGA ELEVATION TYPE A.8 OR C ANCHORS AT TYPICAL�.------ -- STD.AND HIGH THRESHOLD. EVATION FRAME FRA61E £XT.;+) EXT.(+) ExT.(+) EXT.;+) EXT.(+) EXT.;+) EXT.;+) - 1 TYPE B&C AT SADDLE THRESHOLD WIDTH_- HEIOHr_ INT_-(- INT.(-) INT. -) NT.(-) NT.(-y NT. -) INT.(-) (x) (O/X) 47• 98-1/2° 80.0 120.0 80.0 90.0 120.0 80.0 120.0 mm!Ra`47' 1110-1/Y 80.0 120.0 80.0 90.0 120.0 80.0 120.0 NOTE: SEE SHEET 8 FOR GLASS TYPES DESMRON GLASS �ACm£S ON THIS SHEET ARE SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION <TABLE #2 ANCHORS LOAD CAPACrrY -PSF � DECLARATORY STATEMENT DCA05-DEC-219 sINGLE DOORS TTITHOUT TRANSOM(X)OR WITH TRAN30M,(0/X) SMOLE DOORS w11H OR WITMOLa nucnuc 1/8'BHIM SPACE I/4's80s SPACE _.USE _ c � Engr.JAW�AFU/M S . ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR �[,'s S DOOR DINS. Typg'R' TYPE'C' TYPE'A' TYPE'B' TYPE b' t- FOR GLASS TYPE. OK AND HINGE OPTWNS "Y' 2 FRAME FRAME EXT.(+) EXT.(+> EXi.(+) Exr. (+) Exr.(+) OBTAIN LOAD CAPACITIES FROM TABLE 1. L WROTH HEIGHT W.(-) ET.(-) NT.;-) W. - EX.(-) 2-FOR ANCF�APACITIES FROM TAME q0° tt0-1/2• 102.0 120.o L09.0 120M 120.0 L.CIW CAPACIRES FROM TABLE 2. 3-TRANSOMS FOR SINGLE DOORS ARE UNITED drawing no. 411 110-1/2' 87.0 118.0 9& 117.0 120.0 TO*90.0 PSF• 1�� SEE SHEET 3 FOR ANCHOR DESCRIPTION THE L VALUES FROM STEPS 1,2 AND 3 APR �2012 rW 1 1-40 heat 1 oI10. rre° Ci FRAME WIDTH ` CLUSTER OF 6 (� ' ANCHORS AT HEAD 4 1/2°MAX. AT 3°O.C. Z SEE CHARY FOR CAPACITY 0 CORNERS A - COU13LE FO1119NS °w FnR THE caQaESPGxaN9'NO HINGE J-DO S I OHM LOAD CAPACITIES FROM TAS E•3. 2-FOR JAMB ANCHORS.TYPE/SH6,SPACE OBTAIN LOAD WAC91CS FROM TABLE 4. I( \ y 3-FOR HEAD ANCHORS,TYPE/S♦IMWACE OBTAIN LOAD CAPACITIES FROM TABLE S. 4-USE TYPE AA.RB OR CC ANCHORS AT SILL AS • APPLICABLE. SEE SADDLE SILL ANCHOR CAPACITY SEE TABLE 5A BELOW. THE LOWEST VALUES FROM STEPS 1.2.3 AND 'ry m �,�• �. �� 4 WILL GOVERN. I, TABLE #S DOORS LOAD CAPACITY- PEP DOUBLE DOOR WITHOUT TRANSOM (%S)OR WITH TRANSOM(O/%X) GLASS TACKS >$NMIS =-_ •`- / K ODOR DIMS. TTYPPA' TYPE'B'/'C' OP71ON 1 OPTION#2 OPTION�9 OPT10N 1 OPTION 2 jI \ /FRAME FRAME EXr.t+) EXL(+) Ott.(+) EXT.t+) IXf.(+) EXT.(+)WIDT„ HEIGHT INT.(--) INT.(- w- - 9NT.(-)e9' 98-1/2' 90.0 a .0 90.0 004 �.0 �A Z �Q 89" 11G-1/2° S.0 HMO 80A 80.0 8D.0 80.0 90.0 ENE ACTIVE , Pi SEE SHEET 8 FOR GLASS TYPES DESCRIPRON 'I SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION SURFACE a 32 15/18' 32 15/18° FALSE TABLE #4 JAMB ANCHORS LOAD CAPACITY - PEP MAY BE USED OL 0. DL OM DOUBLE DOOR WITHOUT TRANSOM{SK) OR WITH TRANSOM 41 1s/1 41 13/18" 1/-- 88D/SPACE 1/4"MUM SPACE "I LEAF LEAF WIDTH ANCHOR ANCHOR !711 R ANCHOR ANCHOR DOOR DIM& TYPE•B' TYPE 'C' A' TYPE'B' TYPE'D• ANCHORS AT�It FRAME FRAME EM.(+) fXT.(+) ) k7Cf.(+) Ia0'.(+) CLUSTER OF 4 AT 3°OC. IYPI ELEVATION WIDTH HEIGHT INT.(-) MT. - ) IN7: -) IM.(- TYPE'A'.'B'OR'C'AT STD.@ HKOI THRESHOLD 75° 1 t0-1/2 90.0 90.0 0 90.0 90A TYPE'B' 'C AT SADDLE THRESHOLD CXX) FRODUCTURK&OR SRI.ANCHDIi3 MAY CONTROL 89° 110-t/2° 87.0 90.o 0 90.0 90A :17 Gipl+�ld9 SEE SHEET 3 FOR ELEVATION(0/XX) $ SEE SHEET 3 FOR ANCHOR DESCRIPTION t� 3 2 ,iGIL/�7 OTE:GLASS CAPACITIES ON THIS SHEET ARE 3D3AD ANCHORS LOAD CAPACITY -PSF TABLE #5A pp 1m1 BASED ON ASTM E1300-04 (3 SEC. GUSTS) TABLE I$S DOUBLE DOOR IMOUT TRANSOM OR WITH TRANSOM(O/u) SADDLE SU ARCHGB9 LOAD CAPA1?IY-PBF DECLARATORY SST)ATEMENT OCAOS COMMISSION DEC-219 < 1/H"SBHI SPA 8/9°SHM SPACE 1/4°SHIM SPACE SUM OR DOME WON VITB OR MGM 9EAMINS Y ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ARMOR ANCHOR DOOR DIMS. TYPE'B'TYPE'C'TYPE W TYPE'e'TYPE'C TYPR•A•TYPE'B'TYPE'C'TYPE'D• DOOR DIMS. Tm'e' TYPE•C' �^,CrAL FRAME FRAME EXT.(+) EXT.(+) EXT.(+) EXT.(+) W.(+) EXT.{+) EXI'.(+) EXT.(+) EXT.(+) FRAME FRAME EXr.(+) EXT.(+) FLA.PE i 70592 S C WIDTH tGOt9R MT. -) W.(-) INT.(- WT.(-) INT.(- INT.(- Ott.(-) TNT.(- WT.(-) WIDTH HEIGHT IM'.(- TNT.(-) I CAR. , 75° 98-1/2° 80.0 90.0 90.0 BOA 20.0 90.0 90.0 9o.o 90.0 7S° 98-1/2' 88.0 90.0 89' 89.0 90.0 78.0 90A 90.0 90.0 90.0 90.0 90.0 89" 72.o 90.0 75° 90.0 90A 80.0 80A 9G.0 90A 90.0 90.0 90.0 75° 76.0 80.0 drOwing no. 1 fo-1/2• L10-,/2° 42012 W11-40 89` 79.0 9oA 8&0 90.0 90.0 83.0 90.0 90.0 90.0 89° 040 68.0 SEE SHEET 3 FOR ANCHOR DMIMION SEE SHEET 3 FDIC ANCHOR OE OWT10N j ofi O 1 TYPICAL ANCHORS; SEE ELEV. FOR SPACING {fir, F �— '',1/4'mA T C0N BY' en• (FU=177 KSL Fy=1SS K9) � FRAME WIDTIi � ^V � INTO 28Y WOOD BUCKS OR WOOD STRUCTURES I 82'WITH 1-3/8°MIN. PENETRAT10N INTO WOOD I 3m DA OPO, z THRU 18Y WOOD BUCKS INTO CONCRETE 3° (� I WITH 1-1/4`MIN. EMBED INTO CONCRETE I - 4 1/2°MAX. F 1 HEAD/SILL p CLUSTER OF 6 ALL DOUBLE DIRECTLY INTO CONCRETE WITH 1-318°EMBED} CORNERS R a I DOORS Q DIRECTLY INTO COO FILLED BLOCK (JAMBS ONLY) I WITH 1-1/4°MIN. EMBED INTO MASONRY I \E, . „MCI= EDGE N _Df I� �i gggg INTO CONCRETE AND MASONRY- 2-1/2" MIN. �� C tL— NTI WOO STRUCTURE_ 1^MIN._ — J , 1/4"D1a KWIK CON L BY N T' (Fus163 K9•Fy.iS7 KSI)� � I �� INTO 211Y WOOD BUCKS OR WOOD STRUCTURES / \ WITH 1-3/8`MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE t \ I WITH 1-1/4°MIN. EMBED INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1-3/8° EMBED) I / II. \ DIRECTLY INTO C90 FILLED BLOCK (JAMBS ONLY) \ d' WITH 1-1/2°MIN. EMBED INTO MASONRY �— — \ INTO CONCRETE AND MASONRY a 2—t/2°MIN. t ��_____= y L IMO WooD STRUCTURE_ 1°MIN.— — — — — \\ // aC vi ygc?1 I ,TYPE ,C'R/18`Dta n er!nu gY•��O• (Fu-177 10,Fyet86 KW) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I WITH 7-3/8°MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4°MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH t-3/8° EMBED 1 I NACTN£ ACTIVE I DIRECTLY INTO COO FILLED BLACK (JAMBS ONLY) I WITH 1-1/2"MIN. EMBED INTO MASONRY t SURFACE APPLIED 32 I5/18° 32 18/16° m g FALSE HUNTED D. OPO. MAY BE USED L. ANCHOR EDGY DISTa'^M 41 13/18° 41 13/16° o INTO CONCRETE AND MASONRY - 2-1/2"MIN. (T HEAD/SILL) I LEAF LEAF WIDTH L INTO CONCRETE AND MASONRY - 2-3/4'MIN. (AT JAMBS) INTO WOOD STRUCTURE` 1 MIN.— — — — — I CLUSTER ANCHORS AT SILL OF 4 AT 3°O.C. TYPIC-AL ELEVATION $ — — TYPE W.'B'OR'C'AT STD.&HIGH THRESHOLD (REPO OR JAMB) WK'B'OR'L"AT SADDLE THRESHOLD (O/XX) I 1614 eMe m aFLa ORILiuO crR (FU-42 KSI,Fy-120 KS) HEAD OR SILL ANCHORS MAY CONTROL m D: INTO METAL STRUCTURES I SEE CHARTS ON SHEET 2 FOR ODOR AND TRANSOM LOAD CAPACTM STEEL : 1/8`THK. MIN. (Fy - 36 KSI MIN.) a I ALUMINUM : 1/8°THK.MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) HuDdiag Cods 9„° ANWOR EDGE DISTANCES AwNo !r �+�1 1�Ly✓,y, - L INTO METAL STRUCTURE- 1/2°MIN. E A 02 s d'+ P — — — — — — — — — — — k CONCRETE AT HEAD. SILL OR JAMBS f'c = 3ODD PSI MIN �lx OR Zx W000 BUCKS AND METAL STRUCTURES NOT BY MR. GLASS C-1�HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. ST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND droving no. NSFER THEM TO THE BUILDING STRUCTURE. W.)1-40 sheet 3 of10.T , s TYPICAL ANCHORS r' SEE FSPACING bS � � I SEE ELEVVAATIIOONSS OR wG �S'fRU�fITURE CON /0R.�/C_ YtAIO-DAIS COUNTY APPR " 30�PSI hJR -D •,. FOR SPACING STRUCTURE 1 NOTE SKEET t SEE�AMMULLION ANCHORS Z NOA Et I N I YI N t N N N Ii , CG 98 �LiIS �6ii FA r7f 6 a !� Yt I Et SEE ELEVAATIOONS TYPICAL ANCHORS PIYOT HINGES /,,'s - TYPICAL ANCHORS LL OPTIONAL lnJ -- SEE ELEVATONS FOR SPACING CL— gill i BUR WADES 117 FOR SPACING Y1 TYPICAL OM4 O Y4 SEE ELEVATIONS COKCRETE FOR SPACM . Ea E4 3000 PA.mx - I •.L•EDGE. I i � ppg� 1 N DOOR CLOSERS OP ZONAL Q So ALTERNATE 100 z � Eat T9 y 1; W/RIPPED LEG C� I O aso4>npl9mBF 12-016 Fs PNOT HINGES - I c�ILal DOOR BEAD OPTIONAL.TO i SERISS-MG5000 FRAME OPTION Y4 BUTT HINGES APPR'0 FOR DOORS SHOWN WITH SERIES-9800 FRAMES WATER RESIST. CAN ALSO K USED WITH SERIES-MG5000 FRAMES, WATER RESIST. WARIER . _ 0 «DOOR�-» HAVING CURRENT NOA. LOWER DESIGN PRESSURE EI�< I WILL CONTROL Y7 I Yt ES-�i51 ES-9628 Enyr:JAYAD ,� L ES-8014 L fSYU:•.....• I nA.P9 CONLWETE ;• '°. ETE. - KW '0 3DW .: '.` -o R •g g 3000 PSI NN. • .,'o-.' 'v. • °.• : 3000 PSI-N M. ' °-- •• 0TYPICAL.A CHORS USE ANCHOR TYPES EDGE DIST. FOR SPAC M EDGE OLSI'. IX M IO I HI AM TTHUM STANDARb TBlt&SHOLD SADDLE TIMSSHOLII FOR SPACING AND HEETTIONS FOR DEUDS he8t1 4 ot�j 1/2°WX © O WAD BEARING SH%fS 1/2°MAX. LOAD BEARING SHIMS SEE CHARTS 7 N2 1/ Y 1 NB NB 4 11 1 14 fEf4 N7 1 SEE CHARTS 1/4°MAX• SWEETS 1 &2 SHEETS 1 &2 LOAD CHARR Z 3 SHEETS 1 &2 0 a Sm ANCHORS STAR CTURE r ® SPlrCING 0: � LL EXTERIOR TYPICAL ANCHORS D.L.0. SEE ELEV. . FOR SPACING STYEPE I CEALL E V, � . 1/2°�• ANE TYPICAL ANCHORS IGAD BEARWp 5F9MS ACR f m E/3 � � 8f8 EBK� 1 1 1 E14 SEE CHARTS SEE EIEV. FOR SPACING LEAF WIDTH SHEETS 1 & FOR SPACING FRAME WIDTH =: ® $L _ Z LOAD BEARING g{p,15 E1S N7 119 ma YB 1 us 'I ;E12 fE12 Ef4 SHEETS 1 2 1BY 3 �°� WOOD BUCK m •' — ` _ ..... •� DOOR JAMB BSRI86-MG6000 FROM OP770N __...._..._____.�.. . DOORS SHOWN WITH SERIES-9500 FRAMES c m CAN ALSO BE USED WITH SERIES-MG5000 FRAMES, HAVING CURRENT NOA. LOWER DESIGN PRESSURE t 0.40. WILL CONTROL aLO. EXTERIOR EnV.A WAD IAO d • O cm FLA.PEN_$'1892 8 j37 3938 OiDUCT1 .. TYPICAL ANCHORS oR SING EB E9Y Ns Na BL E f N9 t LEAF WIDTH LEAF WiDnf drawing no. FRAW anon, I�PR5 2 r W11-40 t scryo. r Y TYPICAL ANCHORS TYPICAL.ANCHORS SEE ELEVATIONS CONCRETE _ � ,�S CONCRETE EDGE DIST. FOR SPACM �PSI MAt EDGE�T. Juou P"A T2 3 6EARWG SHOAS LOAD z 1 CHARM ITYPICAL ANCHORS a C� 0 T1 1 Q SEE V". a ALTERNATE FOR SPACING 8 M, T4 0 0 a � � � f •� Ts ds � t3 M8 p. FRAME TNWTtI g F I T9 s s-om FRAMES to Te � E, ,iz.MAX O ERNAXE LOAD SEARING SHM T8 n 78 tO © © z ALTERNATE TYPICAL.ANMORS MT �, SEE ELEV. . Fat SPACING { M, w _ �y j E4 E4 ..:_ •� Tto PC"i ERIOR D.L.OPG ets FRAME MM 4 c c TRANSOM JAMB . c 3SKrdES--MG5000 FRAME OPTION TRANSOM Wi%2- r , s SSIOE3—MG5000 FRAMES OPTION h TRANSOM DOORS SHOWN WITH SERIES-9500 FRAMES o SERIES-0500 FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES. drawing no- HAVING CURRENT NOA. LOWER DESIGN PRESSURE W11-40 WW CONTROL APR 6'2012 -Meet 6 of 4.970 080 p-2.� 1.953 ALTERNATE OPTION (Series S-MG5000) TYP. I V 070 4.965 L 4eo ak 2.500 .200 2.500 zao r .496 .,so t.TS6 ��„S 3.888 .920 2.750 .500 S O00I v 2485 1� 1.953-W 1.083 Ez1 R STOP 3.s84 7YP 4.970 tom- O p 1. Et DOOR HEADER Series MG500 •110 Ts TRANSOM HEAD S-MG5000 (� Tl TRANSOM HEADER Series 9500 g' 2.234 E1s JAMB FLLER 1.,10 .289 O 1.000.. ccgtt „0 2.032 DOOR STOP COVER .127 g �. ct DOOR JAMB Series MG500 '� •ogp ��S 3.937 1.118 4"7 2.750 4.874 . . 1.681 .127 1.50 437 -1 A HEAD COVER 9 2.250 .312 1.000 .078 4.988 TRANSOM �� E10 CORNER BLOCK 1.00D T10 GLAZING ADAPTER Ts HORIZONTAL AT DOOR S-MG5000 3500 Ea TOP RAIL 4.422 1.810 2.905 1.317 .578 -1.780- .2� v. m 070 /p Ee HINGE/LOCK STILE TMP• 1.290 .070 ,58 .12 w`4 � � 1 t2 4.33 436 2.000 TRANSOM ADAPTER 3.736 'TOP 3.229 5.000 3.750 Z .170 .110 CLOSURE DOOR STOP Typ. .320 .900 5.°00 .125 2.296 •BSS 7.437 8.900 .250 .208 LL- 150 060 1H JAMB FILLER S-MG5000 TRANSOM JAMB S-MG5000 g 3.436 1.427 TRANSOM GLASS STOP O .320 .250 1.788 1746 MEETING STILE - INACTIVE LEAF 2e3 . 1 � 062 v .060 1.427 Tt't'• .603 Fiql 1.950 ,.332 ��m v 2.232 GLASS STOP 283 1 t7 1.1 4.320 1.972 O -� c BOTTOM RAIL 1.141 ,125 �0 DOOR SWEEP E11 CORNER PLATE (-L.-STOP 0�). TRANSOM GLASS STOP S-MG500 2.445- 2.250 ..MV 'A1tEtHD ,� .725 SEE SHEET 10.1 FOR 1� T SOU 1.9.50 .122 HIGH THRESHOLD DETAIL. a7�2 S .122 150 3438 4.933 1,203 a• AMA drawing no. E8 THRESHOLD O NG STILE - ACTIVE LEAF E14 ALTERNATE THRESHOLD AP f2 6 2012 p °�, W11-40 LOCK BACK UP PLATE 2A EEM15 sheet 7 ot10.1 a r=# PART If 90ANTrfY DRSCRIpTLON MATERIAL MAVY./SUPPLINII/REMARICS r=# PARr# QUANTmr DESCRIPTION MAT=& MANP./9UM=/nBMAW 4 Et EM12 1 DOOR HEADER 6083-T6 - T1 E98506 TRANSOM HEADER SWIM MOO 8063-T8 � 1 E2 69014 1 S7AHOPRp THREti7LOLD 8083-T8 - T2 ES9018 TRANSOM ADAPTER X83-75 EM E59015 1 SADDLE THRESHOLD 6063-TB - 73 ES941R TRANSOM CLASS STOP 8083-75 - E2B ES-9028 1 HIGH THRESHOLD 8083-TS - T4 ES95M HEAD COVER 6063-T5 - Me ES-9027 1 THRESHOLD COYER 8083-T5 - MT1 #10 x 1/2'F.H.ST/ST SMS A. E3H ESSO13 2 DOOR JAMB-HINGE 8083-T8 - Id" TRIM GASKET SILICONE - j A. E4 ESS001 2 70P RAIL 6063-T5 - MT3 INTERIOR SPACER 1/4°x 1/4 FOAM - E5 E59002 2 BOTTOM RAIL 8083-TB Mi4 SEITOIG BLOCKS 1/18'x 3/4° EPON DUROMETER 65 � xq E8H ES9003 2 HNGE/LOCK STILE 8083-T5 - T8 E38005 AS RECD. TRANSCLI HEAD S-M 6006-T6 - � Q E7 E59006 N MEETING STILE-INACTIVE LEAF 6063-T5 - T8 MM13 AS REOD. HORIZONTAL AT DOOR S-MW006 6008-T8 - E8 E58007 1 MEETING STOP-ACTIVE LEAF 6083-T5 - T7 E58012 AS RE(�, TRANSOM JAMB S-MOSf1AD 8009-TB - ESH E89004 4 VERTICAL ONTAL!SASS STOP 6083-TS - T8 ESBOD3 AS REOD. JAMB FILER S-MC5000 8005-T5 - � 1Q.g tv E9V E39004 4 YEROCAI.GLASS STOP 6063-T6 - T9 ESB006 AS REOD. TRANSOM GLASS STOP S-MOS000 8063-T5 - Np E9.1 ES-9029 4 MASS STOP(BNSUL.LAM.GLASS) 8083-T5 - T10 E 14 AS REM. TRANSOM CRAZING ADAPTER 6063-T8 - EtOT ESOM 4 CORNER D.00K-10P 8O83-T5 - E108 E59W8 4 CORNER BLOCK-BOTTOM 6063-75 - . E11T E59009 4 CORNER PLATE-TOP 6063-78 - 1/4'HEAT STRENT GLASS 114'HEAT STREN'D GLASS Elio 68049 4 CORNER PLATE-BOTTOM 8063-T5 E12 ES9010 4 SUPPORT ANGLE 8083-1$ 3/4°X 1'X 1/e°X 9'LONG 090°INTERLAYER OBO'INTERLATER £13 ES9011 AS ROD HIM BACKUP PLATE ININFa Nr 8083-T5 - 1 By'� ° E14 E59020 1 LOCK BACKUP PLATE REM TENT 8083-T5 - By IDUPOW E15 EMIG AS ROD. JAMB FILLER AD83-TB - I 222666 E18 ES9017 AS ROD. ANT 6063-78 - 1/4'HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS E17 ES9021 N/CLOSER CLOSER SUPPORT CUPS(PAIR) 0083-75 - SILICONE SILICONE E16 EBB= 1 CLOSER DOOR STOP 8083-T5 - DOW CORNING 785 DUN CORMNG 7988 E19 69023 1/CLOSER CLOSER COVER PLATE 8063-T5 _ fs� E20 E59005 DAN SWEEP E21 ES9051 DOOR STOP E22 ES9052 DOOR STOP COVER - All 28 012 x 1'P.H.ST/ST SINS - M2 AS ROD. 112-24 x 1/r F.H.ST/ST ITS - M3 18 #6-32 x 1/2'P.H.ST/ST MS - M4 18 3/8'-16 x 1'HEX.SOLT - M9 AS ROD. WEDGE GASKET EPOM DUROMETER 70 �1`S GLASS TYPE 'A' GLASS TYPE 'B' MB 6500- AS ROD. SPACER GASKET EPDM OUROMEIER 70 9/18'OVERALL 9/16'OVERALL C� M7 AS ROD. BULB VINYL.SASE-POLYPROPUMM BUIE-TPE LR.TRAFAB,DL TER 73 M8 ESAWOO-61 8 SETF=BLOCK EPIRN DUROMETER NHI 1/4°TEMP.GLASS M9 AS ROD. HINGE 4 1/2°x 4° - M9A AS ROD. OFFSET PIVOT HINGE ALUMINUM - 3/8°AIR SPACE M12 1 3 POOR LOCK - - 3/18°HEAT STRENV GLASS } M13 1 KEY CYLINDER L18yy M14 1 TFRANTUNN - - .090°INTERLAYER 1 2 POINT LOCK BUTACITE P� MI5 BY'DUPOM' MIS t/LEAF DOOR CLOSURE - - 3/18'HEAT S'TREN'D GLASS M17 2 PUSH-PULL - - M MIS W13273NK AS ROD. PILE-HEADER - DOW- M20 Y@3481 NK AS ROD. PILE-MTG SNES - - DOW LNG 798 • .B � � i slLKxuNE cow J 1� 23 ° M22 - 1/CLOSER CIPIRNEL SPACER 5/8°X 1-3/4• - FF33 \ M23 2 THRESHOLD CUP - E&1 B � M24 AS ROD. STRUCTURAL SILICONE CiJnad •, 3 M29 AS ROD. SWCONE - I 'EAgr:JA_AfIMOIF M26 2/CLOSER 1/4-20 x 2'HEX.BOLT - ` FLA.PE/7�2 q M27 3/BASER #10 x 1°P.H.ST/ST SMS - CAN.3638 U28 8/CLOSER #10 x 3/4'F.H.ST/ST SMS - M29 3/CLOSER #10 x t°F.H.ST/ST SINS - jj M30 AS ROD. #8 x 1 1/2'F.H.ST/ST SMS. - _ TaI,ASS TYPE 'C' 1dAr�awing 00. M31 2W1327"W MINK AS I=. PRE-Dot SWEEP 1-1/8-�' p YT 1 1—�AS ROD. PILE-HEADER - - GLAZTNQ OPTIONS 'APR 2012 heat $oflp, LOCKS: (See Table #1 or #3 for Load Capacities) V � OPTION &I: OPTION #2: OPTION #3: ACTIVE LEAF; Z 9 CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY KEY OPERATED THREE POINT LOCK SYSTEM BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & a. FROM SILL AT EACH LEAF. FROM SILL AT EACH LEAF. BOTTOM OF LOCK STILE AND A THUMB TURN ON THE a. FASTENED WITH FASTENED WITH INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL $ (1) #14 X 1" HH SELF DRILLING SCREW AT ONE ENO AND (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND FASTENED WITH (2R) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END (2) #12-24 X 1/2" FH MACHINE SCREWS OR INACTIVE LEAF; CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' LOCATED AT 40" FROM SILL 'DOR—O—MATIC' LOCATED AT 40" FROM SILL g AT EACH LEAF. AT EACH LEAF. 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & $ < FASTENED WITH FASTENED WITH BOTTOM OF LOCK STILE AND A THUMB TURN ON THEdl� (2) #1D-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE.END INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL aa (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END FASTENED WITH 3/8'HEX STEEL TIP LL (2) #8-32 X 1/4" PH MACHINE SCREWS Oil 0 BOLT GUIDE STEEL ROD WITH " THREADED ENDS tKd� AA i PANIC EXIT DEVICE �w OPTION #1 OR #2 lz m �M a THRESHOLD 13DLT Z .. HINGES (Sea Table #1 or #3 for Load Capacities) OPTION #I OPTION 92: O OFFSET PP/OT HINGES 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES ALUMINUM AT TOP AND BOTTOM LOCATED AT FASTENED TO FRAME AND THRESHOLD WITH 11" FROM TOP & BOTTOM AND AT MIDSPAN #10-24 X 1/2" FH THREAD CUTTING SCREWS FASTENED TO DOOR FRAME AND LEAF STILE WITH C (2) AT THRESHOLD, (2) AT JAMB BOTTOM ( 4)AT FRAME HEAD (4) X12-24 X 1/2" FH MACHINE SCREWS PER HASP HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS 2 m0 o n. ° FLL PE 610 . s PRODUCTREVISBLI CJW a�pl(?�w66d�oFlorld9 ��''''Ij droving no. > V AP 26 ZOt2 EXTERIOR M9 EXTERIOR w11-40 heat 9 of10. i I�W.M I I AF�l BOTTOM RAIL WELDED TO VERT.STILE NOME, Ro"m 41323 #1G-F.TxF 1/2p°A CUTTING SCREWS I PIVOT THRESHOLD CORNER we "T aiiNI= 0 � e a� $g n ao 810-24% 1/z° �r cumno SCREWS O m M C�v � APR 1;2012 EI' ll ,;,draining no. W11--40 2.485 7� .090 TYP. 2.250 z .,SD 4.970 Ezc THRESHOLD COVER E29 HIGH THRESHOLD j� a ES9028 8 r�l �i z a � � � g � a M5 W O MS MI m to M g 0Z� A © M7 M1 g M31 X. CONCRETE i g< 3000 . a HI-THRESHOLD CORNER h POURED k Ep C.. TYPICAL ANCHORS rc.50�P9 MIN. FLA PE Y W2, S SEE El"ATIONS FOR SPACM L o STRUCru � da aster cAN.J539 .� Y? Downs Cc& ffiCH No drawing no. APPROVED FOR WATER RESISTANCE WHEN USED WITH SMX COORS i Jw7 W11-40 NOT APPROVEp FOR WATER RESISTANCE WHER USED WITH DMPLE DOORS p� At25� 012 street,0.,oT,O. r i MIA�MI�D�ADE � MIAMI DADE COUNTY DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY PRODUCT 05 SW,CONTROL tt,SECTION AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA .miamidademov/geral Trulite Window&Door Solutions,LLC 8130 NW 74" Avenue Medley,FL 33166 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 b ty the Authors Having Jurisdiction(AHJ). y Authority 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 .Miami-Dade County Prod Section that this product or material fails by. Product Control p to meet the requirements of the i req applicable cable 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:( lipped�Extruded Aluminum Tube Mullion-_L.Mi. APPROVAL DOCUMENT:Drawing No.M95-06A,titled"Aluminum Tube Mullions",sheets 1 through 6 of 6,prepared by Al Faraaq Corporation,dated 11/20/95,with revision F dated 11/18/11,signed and sealed by Javad Ahmad,P.E.,bearing the i ami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration�A pu'atian 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 here has b een 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 and/or ,use 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 rec p eded b the words Miami-Dade County,oun , nd tY Florida,, 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 and renews NOA##10-0930.06 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. MWMIDADEC N �NiANo.11'-1213.Q7 •" • J Expiration Date: December 24,2016 Approval Date: February 02,2012 Page 1 Trulite Window&Door Solutions.LLC y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95-06A,titled"Aluminum Tube Mullions",sheets 1 through 6 of 6, prepared by Al Farooq Corporation,dated 11/20/95,with revision F dated 11/18/11, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows, 0-0 configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6600,dated 08/30/11,signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 3 mulled fixed frame windows, O-O/O configuration,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-3284, dated 02/01/02,signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA #02-0227.01) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of window prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1297,dated 09/21/95 signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under previous NOA #95-4515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation,dated 05/09/09 and revised on 11/16/11,signed and sealed by Javad Ahmad,P:E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS I. None. 9 OX PC 9E4 Oq Manue Perez,AA Product Control Eza in NOA No.11-12 .07 Expiration Date: December 24,2016 E-1 Approval Date: February 02,2012 1 Trulite Window&Door Solutions.LLC NOTICE OF ACCEPTANCE: EVIDE C N E SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated November 16,2011,signed and sealed by JavadAhmad,P.E. 2. Florida Dept of State,listing of Trulite Window&Door Solution,LLC(Foreign Limited Liability Co.),managed by Arch Intermediate Holding, LLC,Tamarac,Fl., dated 02/03/10 3. Certificate of registration of name change from"Trulite Residential Windows,LLC" to"Trulite Window&Door Solution,LLC"issued by State of Delaware on 17/10/11, signed by J.W.Bullock. 4. Certificate of registration of name change from"Arch Windows,LLC"to Trulite Residential Windows,LLC"issued by State of Delaware on 07/27/11,signed by J.W. Bullock. 5. Florida Dept of State,listing of Arch Window,LLC(Foreign Limited Liability Co.), managed by Arch Intermediate Holding,LLC, Tamarac,Fl.(transferred from file# 10- 0930.07). 6 Certificate of registration of Arch Windows,LLC(Delaware)in State of Florida dated 02/04/10,managed by Arch Intermediate Holding, LLC(transferred from file# 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06,issued to Arch Windows, LLC dba AWP for their"Aluminum Tube Mullion--L.M.I.", approved on 01106111 and expiring on 12/24/11. Poo P nuel P.E. Product Con ( miner NOA No. -1213.07 Expiration Date: December 24,2016 E-2 Approval Date: February 02,2012 O 9O --_- 2250 22so F TYPICAL GLAZING PRODIICT Q ram Q„6t 4.000 ]219 1.266 7 L N LOIN - V�YCR WINDOW —� MULLION CUP 65)(em-Te) MULLION CLIP(�-To GG�� WINDOW FRAME ALT.TO ANGLES T.TO ANGLES ;(t CUP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENOTNS MUST BE CUT TO FIT SAID LL z INTO TUBE MULLONS. DITO TUBE MULLIONS. I 6.000 ' I ,726 1.718 B.00o 3= 4A00 fe ALL TUBE MULLIONS TO BE ALLOY 8083-T9. '1� Z Ibis 1.613 O M_LOLL IONS CONTANING TYPICAL GLAZING PRODUCTS 7 v HORIZONTAL OR VERTICAL g� SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m S � MULLION CLIP(wa3-T5) MU ION QtJ P(WS3-T5) COITUO TUB MU MUST BE CUT TO FR SNUG �LELENNWHSS MUST CM TO FR SrUG 2) (NO SIDE FASTENERS READ.) (NO SIDE FASTENERS READ.) Z $ 12s 00 B C 0 2400 RECTANGULAR ALUMINUM TUBE MLA UON ANGLE CUP ( -TS) USING MULLION PROPERTIES ONLY MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. NOTES: AND CAN USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. _ THIS PRODUCT HAS BEEN DESIGNED AND TESTm*TO COMPLY WITH THE. M o REQUIREMENTS OF THE FLORIDA BUILDNG CODE 2010 EDITION INCLUDING m ai HIGH aacm HlFdWAME ZONE("vHZ}• INSTRUCTIONS: s S ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE USE CHARTS AND GRAPHS AS FOLLOWS. u c b. APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. DETERMINE DESIGN LOAD REQUIRED PER ABLE 7 .. .. WOOD BY OTHERS,MUST BE ANCHORED PROPERLY TO TRN�F'ER FOR PAR"MAM OPENNG. .. LOADS TO THE S'TSICTURE. .STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD Engy.1 Oft Ctt PRODUCFRBVISW 1 ANCHORS SMALL E AS LISTED,SPACED AS SHOWN ON DEr"EMBEDMENT REGUBUIOITS. ;P�PE 70 2 ingdbgyhlgty tho ElOTi�► .! TO BASE MATERIAL MKL E BEYOND WALL COVERING(MUM,TILE ETC.} � USE CONNECTION TO MULLION AS PER PRODUCT CAR T3etl to� M Q7 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THEE DETAIL 'tgOon 4em ARE NOT PART USING CHARTS ON SHEET'2 SELECT MULLION SIZE WITH STEP 4 DESIGN ROM MORE THAN DESIGN LOAD SPECIFIED , A LOAD DURTIOOF TIC APPROVAL N INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW OILY. N STEP 1 ABOVE. '` p 13 drawing no. MATERIALS a1CUIDNO BUT NOT LI ITED TO SrE8 SYIFXfS,THAT WINE INTO USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS ♦`. I M95-06A CONTACT WITH OTHER DISSIIIM M0.7FRIAIS§WW�LgET THE RIBI)IREMFMS STEP ON SHEET 3.SELECT ANCHOR TYPE WITH DESIGN RATI D OF 2010 RDRIIA BLOO CODE SECTION 2003.114. MORE THAN THE DEMON LOADS SPECIFIED IN STEP 1 ABOVE ehe6t 1 of 6 y DESIGN LOAD CAPACITY-P8P(TUBS MUMSONE) DESIGN LOAD CAPACffT-PEF(TUBE muLtwN8) DESIGN-1,00 CAPAMW-IN(TUBE MUUI0N8) WINDOW DDdE. WINDOW DTMS. MNDQS DINS. VEMM 1%E 1%8 1 %4 ER4 E%H 1B2 1%H 1%4 S%4 E%6 1%E 1 %9 1%4 ER4 8%8 MULLION WIDTH 9-1 (t0.)MULL SPAN 9T'D. STD. STD. STD. ETD. 11m1H(1f)MULL SPNi STD. STD. M. 9TD. STD. N7o1H (%�MULI.SPAN ETD. ETD. ETD. STD. STD. 18-1/8" t40.0 140.0 940.0 140.0 140.0 19-+/8° - 519 110.4 140.0 140.0 19-1/8° - - 285 419 I1S9 z 2H-1/2° 1382 140.0 140.0 140.0 140.0 28-1/Y - 372 79.7 11&4 140.0 28-1/2 - - 20.5 30.0 83.4 P�Ta O 30° 1203 140.0 140.0 140.0 140.0 30" - 329 70.4 102.8 140.0 30° - - - 28 0 73.7 3Y 97.8 +40.0 140.0 140.0 140.0 3r - 28.6 57.1 83.4 140.0 37" - - - 215 59.8 42° 85.9 140.0 140.0 140.0 140.0 42' -78 48° 38-3 23.4 803 7&5 +40.0 42° /8° 2 140.0 140.0 740.0 140.0 48• w - 205 44.0 64.3 140.0 48° 132 - - _ - 48.1 4 �t '5J-1/8° 67.9 1399 140.0 140.0 140.0 53-1/8° - - 39.7 s8.1 127.2 63-718° - - - 41.8 W1. N2 80° $.2 1239 140,0 140.0 140.0 60° - - 382 51.4 -112.8 60• - - - 38.8 68' 54.7 1129 140.0 140.0 140.0 6r - - 32.0 46.7 1024 66° - - _ _ Me ARWM9 10�9vsc�nSEO �ie;S 72° 80.1 1032 140.0 140.0 140.0 7Y - - 293 429 939 72• 8i IffCi'ANOUIM SHAPE 74° 489 100.0. 140.0 140.0 140.0 74° - - 289 41.7 913 74" - - - - 30.7 HOMONTAL MILLION 29.9 19-1/8• 822 140.0 140.0 140.0 740.0 18-1/8° - 345 74.0 708.1 140.0 19-1/8" - - 219 32.0 89.0 26-1/2• 893 140.0 10.0.0 140.0 140.0 z8-1/2° - 24.9 53.4 78.0 14x0 26-1/2° - - - zs.i 843 : ��.. PrzDDDa7 3 30° 824 140.0 140.0 140.0 140.0 3o° - 220 472 689 140.0 �° - - - 20.4 W.8 ,.j I yA l 1 Sr 425 118.3 140.0 ta0.0 140.0 37° - - 362 8&9 139.8 37° - _ - 484 a e] 42 37.4 101.6 +40.0 140.0 140.0 4Y - - 33.7 492 123.2 42 _ _ _ _ 405 48° 50-5/8° 32.6 88.9 140.0 140.0 140.0 48° 96' - 2a9 43.1 1079 d8° 144• - _ - - 359 83-1/8' 29.8 803 72293 140.0 70.0.0 53-1/8' - - 26.6 389 97.4 83-1/8° - - - - yy+ GLAZING GLAZING f° 282 71.1 - 1745 140.0 140.0 80° - - 2&6 34.4 8S2 p" - - - - 2844 z 88° 239 84.7 104.+ t40.0 140.0 or - - 21.4 31.3 7&4 w �H 72 219 593 9&4 1393 140.0 72" - - - 28.7 779 72° _ _ _ 25,7 74° 212 57.7 928 135.8 t4a0 74° - - - 279 889 74° - - - - 2&7 MUWON SPAN 14-//H° 42.7 122.1 140.0 140.0 140.0 19-1/S° - 242 51.9 759 140.0 . 2 1 TYPICAL MULLION ARRANGEMENT z6-1/2° 309 SM 140.0 140.0 MO 26-1/2 - - 379 549 140.0 m �to 30° 27.2 779 140.0 140.0 140.0 30" - - 33.1 4&4 1345 Wt +W2 3r 220 63.1 119.8 140.0 140.0 sr - - 289 39.2 1o. WIDTH { e 2 1-M 42 - 5&6 10&6 140.0 140.0 4Y _ - - 237 34.8 1-011-1 48• 4&8 924 135. +40.0 '41r 1o8" - - 20.7 30.2 -84.1 Z - 439 83.9 1219 10.0.0 53-1/6• '--- - - - 273 76.0 ? oZ 8O" 389 739 10&0 140.0 60" - - - 20.2 873 r7 8B" - 35.4 672 982 140.0 68` - - - 224 81.2 8 6] 72' - 324 81.6 90.0 140.0 72" - - - 202 58.1 74" - 319 60.0 87.5 140.0 7r - - - 84.5 19-1/8° 26,1 74.6 140.0 140.0 140A 19-1/8• - - 379 88.3 140.0 20-1/2° - Sm 115.4 140.0 140.0 28-1/2• - - 273 399 111.0 1 qqq 30° 479 1 1019 140.0 140.0 30° - - 241 353 98.1 C 37* - 38.5 828 120.7 140.0 sr - - - 28,8 70.5 42• - 339 MS 106.4 140.0 42' - - - 252 70.1 N 48' 74-1/4° - 29.7 0.3.7 93.1 140.0 48" 120° - - - 220 81.3 53-1/8" - 269 57.6 841 1404 53-1/8' - - 55.4 - 23.8 81.0 1 74.4 140.0 - - - - 494 88' - 21.6 4&3 87.7 131.0 86° - 44.6 72° - - 0.25 H2A 120.1 727 - - 409 li 74° - 413 80.4 11&8 74° S9g L%E STD.TUBS 1%S STS.TUBE 1%4 STD.TOBB E%4 STD.TORE ( %6 ETD.TUBE T�4 8 SM M"4 .0119 ," QI"4 W"3 Iz.84 p^3 iixubs ..En9t:�1AYAD� MAD MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED MA PE.W.. PitamcrRwam VERTICALLY OR HORIZONTALLY. 4$0wl&dw h (INTERPOLATION BETWEEN WIDTHS ALLOWED) aaopmmeivn 4 � 'a I hi MULLIONS By I, tb °ra M95 y--086 4 cheat 2 of g DffiGN LOAD CAPACITY-PSR DffiIGN LOAD CAPACITY PEW D=GN LOAD CAPACITY- P73P a i$ WINIIQW DIMS. ANCHORS TYPE WINDOW DH48. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE 'WIDTH(W)NULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 HE B4 WOO(W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 ]94 WIDTH( SPAN A2 A4 AA2 AA4 AAA2 AAA4 H2 B4 19-1%B° 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.. 19-1/8' 69.6 139.1 78,9 140.0 91.4 140.0 140.0 140.0 18-1/8' 44,3 888 80.2 1100.4 58,2 116.4 1 109.3 140.0 Z 26-1/2° 1 .9 140.0 124.8 114MO 140.0 140.0 140.0 140.0 26-112° 502 100.4 869 113.9 66.0 1320 123.8 140.0 28-112° 31.9 63,8 362 1 728 42.0 84.0 78.9 140.0 t0 97.1 140.0 11 10.1 140.0 1278 140A 140.0 140.0 30° 44.3 8&7 50.3 1009 88.3 116.6 1098 140.0 30• 282 8&4 32.0 84.0 37.1 742 69.7 139.3 i g 32- 78.7 749.0 892 140.0 103.4 14&0 140.0 140.0 37' 36.0 719 40.8 81.0 47.3 948 888 14&0 37° 229 459 259 819 30.1 80.1 58.3 11&0 !7.4 Q 42- 89.3 138.7 1 78.8 140.0 91.1 140.0 140.0 140.0 1 42° 31.7 63.3 369 718 41.8 81.3 782 440.0 42- 202 403 229 48.7 268 53.0 49.8 1398 48' 38-3/8° 60.7 121.31 68.8 1 137.8 79.7 140.0 140.0 140.0 48• 114° 27.7 55.4 31.4 829 36.4 729 88.4 138.9 48' 132- 35.3 20.0 40.0 232 46.4 438 87.1 53-1!8' $4.8 1099 622 124.3 72.0 140.0 138.3 140.0 83-1/8" 28.0 fA.i �.4 88 329 �A 81.8 123.7 83-1/8' - 31.9 36.1 20.9 41.9 38.3 78.7 y 80' 488 97.1 58.0 110.1 63.8 727.8 r119.8 140.0 SW 222 44.3 25,1 50.3 28.1 88.3 54.7 1098 W - 28.2 - 320 I - 37.1 348 69.7 $4 88° 44.1 882 50.0 IODA 58.0 110.0 1 106.9 140.0 88' 202 40.3 22.9 4& 268 53.0 49,8 99,5 88' - 25,7 - 29.1 - 33.7 1 31.7 633 72° 40.4 80.9 45.9 91.7 532 108.3 999 140.0 72° - 37.0 21.0 41A 24.3 48.6 45.8 912 72° - 23.5 28,7 30.0 29.0 5&1 74° � Qp 39.3 7&7 44.8 892 51.7 103.4 972 74'140.0 - 3&0 20.4 40. 23.6 473 44.4 25.8 74' - 22,9 - 289 - 30.1 282 588 GGGiii°ti O 19-1/8° 11&4 140.0 1309 14OA 140.0 140.0 140.0 140.0 t9-t!8° 609 121.7 59A 13&0 80.0 140.0 140.0 140.0 19-t/8° ao.6 912 46.0 920 53.3 t�.7 100.2 10.0.0 $�y 28-1/2' 833 140.0 94.5 140.0 1098 14040 140.0 140.0 26-1/2° 43.9 878 49.8 99.6 57.7 11" 106.8 140.0 26-1 12° 23 51L6 332 68.4 388 77.0 723 140.0 �= 30° 73.6 140.0 1 83.4 1 140.0 96.7 140.0 1 140.0 140.0 30' 38.8 77.8 44.0 884 51.0 1020 95.8 140.0 30• 25.9 51.7 253 5&7 34.0 83.0 839 127.7 37° 89.7 1193 87.7 1353 7&4 1411.0 140.0 140.0 3T 318 829 35.7 71.4 41.4 82.7 77.7 140.0 Sr 21.0 41.9 23.8 47.8 27.6 55 103.6 81.8 eeelll Is 42' 52.8 108.1 88.8 1192 69.1 138.2 1299 140.0 42' 27.7 5&4 31.4 829 38,4 729 6&4 1369 42' - 37.0 21.0 419 243 48.8 45.6 91.2 48° 50-5/8° 46.0 920 521 1104.3 80.4 1209 11I&S 140.0 48° g8° 243 488 278 55.0 31.9 638 59.9 119.8 48° 147• - 323 - 38.7 21.3 428 39.9 798 53-1/0- 418 83.1 47VJ83.4 84,8 1092 1028 140.0 83-i/8' 21.9 438 248 49.Z 2&8 57.6 54.1 10&2 53-1/8° - 282 33.1 38.4 36.1 72.1 80' 388 73.8 41 48.4 9&7 808 140.0 �' 38.8 220 44.0 26.8 81.0 4T.9 888 80° - 989 293 34,0 31.9 634 In 68' 33.4 88.9 37 44.0 67.9 628 140.0 88° - 353 20.0 232 48.4 438 87.1 �° - 238 - 28.7 30.9 29.0 8&1 O 72- 30.7 814 34 403 80.8 7&7 140.0 72° - 323 - 38. 21.3 428 39.9 79.8 72' - 21.6 - 24.4 - 263 28.8 832>4' 29.8 59.7 33 392 7&4 738 140.0 74' - 31.5 - 35.1 20.7 41.4 38.8 77.7 74° - 21.0 - 23.8 27.8 25.9 819 19-1/8° 92.7 140.0 1052 140.0 1219 140.0 140.0 14MO 19-1/8° 54.1 108.2 81.4 122.7 71.1 140.0 133.6 140.0 !>: 26-1/2- 889 133.91 759 140.0 88.0 140.0 140.0 140.0 26-1/2- 39.0 7 8.1 443 6&e s13 1026 9&4 74&o m 6a, 30' 59.1 1182 67,0 134.1 77.7 140.0 140.0 440.0 30° 348 69.0 39.1 782 483 90.7 852 140.0 37° 479 96.9 84.4 10&7 83.0 128.0 11&4 140.0 32- 28A 559 31.7 WA 36.8 738 69.0 138.1 42- 422 848 479 959 558 111.0 1043 140.0 42• 24.6 493 279 88.9 324 849 MS 121.7 ANCHORS ARCHES TO 138 INSCRIBED 48' or 37.0 73.9 41.9 839 48.6 97.1 912 140.0 48° SEE SHEETS 4' 8 01M FEDIANGUTN7 SHAPE 108° 21.8 43.1 24.4 48.9 2&3 58.7 53.2 70&4 FOR DETAILS ? 3 53-118° 33.4 689 37.9 78.7 43.9 879 824 140.0 53-t/6' - 39.0 221 442 250 812 4&1 082 SEE CHART'FOR CA 8. MULLION HORIZONTAL 2 60" 29.6 89.1 33.8 87.0 3&9 77.7 73.0 140.0 BD' - 34,5 - 39.1 227 483 428 852 M Wp 88° 289 53.7 308 81.0 353 70.8 8&4 1327 86` - 31.4 - 359 20,8 41.2 3&7 77.4 ��GI/aNG Dom M' 24.8 483 27.9 959 324 849 809 121.7 72' - 2&7 - 328 - 379 35.8 71.0 VEERRRQCAL �i�� PRODUCT `�� 3 0 74' 24.0 479 272 84.4 318 63.0 592 11&4 74' - 2&0 - 31.7 - 389 34.6 89.0 Z 18-1/8° 78.7 14&O 892 140.0 103.4 1140.0 140.0 140.0 19-1/8° 4&7 97.4 1 862 110.4 84.0 128.0 1202 140.0 0 GLAZING ANCHOR yy 28-1/2° 869 113.8 84.4 1289 74.8 1480 140.0 140.0 26-1/2° 38.1 703 3S9 79.7 482 92.4 889 140.0 PRODUCT PRODUCT LTAIL�1 `<i 30° 502 100.3 5&9 1139 889 1319 1239 140.0 30' 31.0 82.1 35.2 70.4 40.8 81.6 76.6 140.0 Bill, 37' 40.7 873 4&1 923 538 1089 100.4 140.0 37' 252 503 288 87.1 3&1 682 621 124.3 PRODUCT OROWI1 42' 36.8 71.7 40.6 81.3 47.1 942 8&5 140.0 42° 222 44.3 2&1 503 29.1 583 54.7 109.8 48° 74-1/4' 31.4 627 35.6 71.1 412 62.4 77.4 140.0 48° 120° - 389 220 44.0 258 51.0 47.8 95.8 83-1/8' 283 SW 321 643 372 748 89.9 1389 53-1/8° - 3&1 - 399 23.0 46.1 433 �.8 MUWON SAN Be 2&1 502 2&4 88.9 33.0 65.9 619 123.9 80' - 31.0 352 20.4 409 38.3 76.8 LIT W2 _ 88' n2-0.9 48.8 25.9 81.7 30.0 39.9 583 1128 88° - 28,2 - 320 - 37,1 34,8 89.7 72- 419 23.7 47.4 27.5 sa.s si.e 103.2 72• - 252 - 293 - 34.0 319 63.9 TYPICAL MULLION ARRANGEMENTS u 74' 40.7 23.1 4&1 26.7 838 80.2 100.4 74° 252 25.5 33.7 31.1 82.1 $ WIDTH (W) wt +1uz g Z NOTE. flgrz an g ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER FTA E70582 ��ylaSwfh T 33 LOCATIONS AT HEAD, SILL OR JAMB ENDS. D,d1,1m6caeo k FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. Aim (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ,�01� BY drawing T>fl. M95-06A sheet 3 of B a R � 1/4'OIA.TAPCONS BY RIM"' ` 1/4'D10.TAPCONS BY'M 1-1/4'MW.WOOD PENETRATION 1/4'ON.WOOD PE IR'DW 1-,/4'WN.M�PENEm=N rj I.MW. a PER CLIP(, ON EACH WWO 1-1/4'MW.WOOD PENETRA7WH 4 PER CLP(2 oN EApi WWG 1/4"DIA.rAPCIXJS BY'Inlr $ EDGE DIST. , PER 1•TIN. 1°MW. 1-1/4'TAN.WOOD PENETRATION �s EDGE 2 PER 0 g o D4T. F t�9>!i! �a 1 I o I II it ii IT II � � 11 11 8� h 26Y WOOD BUCK I I \ II II I I I It gg u U 28Y WOOD BUCK 11 u S <8 ^-- 1 WOOD STRI1C111ORRE 1 i i 2NX2 X, ---- OR 1 I j 2 X 2 X 1 B° d 1 , /14 SMS 1 I I I I 1 1 FLOATING CLIP ; i 1-3/4"CC.NK i i i i FL6ATDHI CLIP 2 JANGLE 1 t 1 I I I i—s FOR 3' UBE i i �d 0 2-3/4/'OTC.YW. FDR ALL OIHER TUBS Ry� 3 11-C 01%TAPCONS BY'R1T' 1/4'M TAPOONS BY RIII' 114°DIA AAMW 8 W 9J4°DIA.TAPfAp15 BY'H,Y g 1-1/4°MIN.EIdOED i-1/4°MW.EMBED 1-1/4°MIN.EMBED 1-3/4'MIN. 2 PER qJP(I ON P�1 j � 1-3/4° INTO CONCRETE Qt�ApC m OONCRETE OR BLOCK W E--7 DIST. MW. 4 PER CLIP(2 ON EACH WWO) 2 PER ANGLE m V. 3°• t •, ,•.t,' ^ i•.•.• . .o ' _ .o.° ...o • is t'.. z G 1 V Rv ? Z ffi t Q 8 if o� --------- ivy U U II II I I W� c I ,4 sMS ; ALUM2�X 1 ' ; ------------- i WooO BUCK 22XX 2"air B° I t 2 p ANGLE ! FI.OATWO CLI+ ,I ,1 I I I I 1 I CLIP f t 1 I Pu4 SMS 1-3/4`O.C.MW ANGLE FLNCW i-3/ i I o FOR r TUBE B FTX2 2-3/ .CW AL ANCHORS TYPE 'A2' ANCHORS TYPE 'A4' U D W LL •EIA.PE 70892 PRODUCT �V � '' � �•,u, g C.A.H. gCOdO ALL CLIPS TO ETT 14M INTO TUBE MULUOMS. $y TAPCONS MAY BE m OR FIAT HEAD. Crf drawing no. M95--06A shad 4 of A 1/4'UtA.TAPCONS BY'ITV 1/4'DIA.TAPCONS BY'DB° 1/4°DIA.TAPCONS BY'B1Y' 1/4•DIA.TAPCONS BY'ITW �� 1-1/4•IAN.EMBED Brto MASONR�(.BLOCI6 1-1/4'MIN.EMBED tPE 1-1/4•MIN.EMBED WF0 MASONRY BLOCKS 1-1/a°MIN.EMBED INTO MASONRY BLOCKS � 1-3/4•MR 2 PER CLIP(t ON E/C{WWX1 1-3/4 h 4 PER CLIP(2 ON EACH WING 2 PER AND EWE DIST EDGE DST. 3° z b 0 t 9/ /I 11 AIxrY1LE8• •-"--------'--- 1 ALUM ANQLE 0 2xzxtB•I I 2 Pi I gt4 SMS 0 dl FLOATBxt CLIP j 1-3/4 1 2 PEk ANGLE I I t I FLOAMNO CLIP 1-3/FOR D.C.WN. I I 2-3/4°O.C.MIN. V' LL" FOR ALL OTHER TUBES ANCHORS TYPE ' 2' ANCHORS TYPE 'AM' z 3 Q�Q � m PS F- f- � 1/4°WA.EMBED INTO S N hnB' 1/4•DIA TAPCONS BY'111W i/4°DIA.TAPOONS BY'TI1W Z 1-1/4°EOL LIP I INTO CONCRETE 1-1/4•MIN.EMBED INTO CONCRETE I-1 1/a°DIA.TAPCONS BY'B71' z 1-3/4°MIN. 2 PER CLIP(1 ON FACH WINe i PER AND 1-3/4° /a°PEI N EMBED oN EACH 1-ya•IW1L EMBED INTO WNCREIE ? z CONCRM i DIST. C �g GE DIET. 3" Q " '.: t ;.e• e e • MIN M oo x .N 11 II \ II 11 II °il � y 11 °II G 41 it � I P 1 I I II 11 --------- I I U 2 X2 X 1/8° U U 2 X 2 X f/B° B I I I I I ALUM AN I ----------°— I 1 f1LE l9,� i I 1 I 2�1 ANGLE I 1 1 I I it4 SMS j ALIIAt AN 7 q FLOATING CLIP I , 1-3/4•O.C.MIN. I I I I 1 I 2 PEE(hi ANGLE 1 I I 1 1 j FLQAT'CLIP I I 1-3/4°O.C.MW. I 1 I I FOR 3'TUBE I I z FOR ALL/OTHER TUBES o ANCHORS TYPE 'AW' °°" ° ANCHORS TYPE' 4'- 1- PRODUCPREYISBD •0 am !L m 705 av cmn*ingwhh amFlodh d ALL CUPS TO FR SNUG INTO TUBE MULLIONS. . "099 3 TAPCONS MAY BE Fffl1 OR FIAT HEAD. ^ By Y dr°ering no. M95-06A ° sheet 5 of g a s ' • MS R ALUM.RFS 14 SMS OR 1/4'MM MEUJ.SIRUL'tURES OR ALUM. 1/8°MIN.THICK) 2 PER CLIP /14 SMS OR 1/4'MCS (sTm OR ALUM. 1/e-MW.THICK) #14 SMS OR 1/4'TENS gg � :Fy.36�MIN. (, ON EACH WItO) PER ANGLE STEEL t q.38 Km MW. (2 OWN EJIOtI DYENG) $1PER AtNGI�,E f/4'TEKS :eoes—rs MR 1 I II II t II 1 I i; N 89 r I I � ; 2 X 2 X 1 8- I I ALUM , ., ----------- 1 1 ! __./14 SMS ; ; i ! I 1 -- , I 2 PEENN ANISE ! I 1-3/4°O.C.MIJ.FLOATING CLIP ; ; PA14 SMS I 1 I ; 1 I FOR 3'mm I 1 2 ANGLE ! i I 1 FLOATING CUP I I 2-3/4°O.C.MIN. 1 ALL t 1-3/a'O.C.MIN. I r 3� PEER ANGLE 1 I p)SCREWS ANCHORS TYPE '132' ANCHORS TYPE '64' ALL CLIPS TO FIT SNUG INTO RUBE MULLIONS. TNKVNS MAY BE HEX OR FIAT HEAD. In Z 814 SMS 0 1-1/2'O.C.MIN, O 2 PER CWiN4EL 1X2&14 TUB ? 3 PER l2iAPER (1X4 EL X4 TUBES) TUBE MULLION 4 PER CHNiNEL(2X8 TUBE] ------ -------- m z 1 � z tal 1/8'THICK ALUM CHANNEL O LENGTH TO FR SNUG M INTO MULLION ; TUBE MULLION TUBES MAY BE NOTCHED AS S1IOWN TO ALLOW INSTALLATION 1 I OF CLIP ANGLE CAULK.GOI7'f AFTER ASUMOLY 814 SMS O 1-1/2'O.C.MW. 1 I 2 PER CLIP((1X2&1X3 TU i 3 PER CLIP(1X4&2X4,ur1ES ; o --__ a PER & (: I Jill I I x ------ ---- I 1 I ! t 1 P 1 1 1 oomu. THIS SCREW CAN BE 1 ; 10F SO INST�UJ.ED IN EITHER t I t DIRECTION q�p,¢ ; i 1'O.C.MIN. I I I CAM emlAyfiswuhgorbrms W d$ 1 1 1--3/4°X 2'X 1/8'(FOR 28Y 8 � 3/4'X 2'X 1/8°FOR NOW M N ANGLE naa mlTmE6 �p y CUT TO FIT SNUG ALl1TUBE !(Qh dl'OW11Ig no ANCHOR DETAIL #1 T M95-06A MEFAL 70 METAL CONNECRON sheet g of g