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WS-14-1768,f Miami Shores Village JBY Building Department 08.2814 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LIN MBER: (305) 762-4949 FBC 201C) BUILDINGS ILl - I Master Permit No. PERMIT APPLI Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING TIOREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS //)/,J* //)/ JOB ADDRESS: 1,50 `'f City: Shores County: Miami Dade Zip: �0 /Miami Folio/Parcel#: j "_5,01- O Z-3 s 02/0 Is the Building Historically Designated: Yes NO / Occupancy Type: Load: Construction Type: Flood Zone: BFE:7 FFE: r� OWNER: Name 9160 �r%0 &002 -/* -7'5,000 l (Fee Simple Titleholder): C Phone#: Address/50 1j-4 City: 92iem I )' ® State: Zip: 35 I5 6) Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �� / � 00 ' Phone#: I Address: L'VJ5 /VW City:0 Az' ®1 State: Zip: Qualifier Name: rgxl(�(_a Phone# -.7 State Certification or Registration #: CdC A5-113 Ya— Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Q Aleration F-1New❑ Repair/Replace ❑ Demolition Description of Work: alllfl'or-0 ttlood bock Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ ® Radon Fee $ DBPR $ Notary $ Technology Fee Structural Reviews (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGE The foregoing instrument was acknowledged before me this day of 20 l'S� • by P1 Ceerd O !✓Z`e%z who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign (" Prin Seal:' e._ M�rh��,�,ISI,,rc;,Ef 155207 gf ' eorreedlh.0Notary PdblicUn&rteiiters Signature,C ONTRACTOR The foregoing instrument was acknowledged before me this day of $455 , 20 /� . by L iGc� fi/�-,7 ----,who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: e Sign: Print: y 701LN N. iAIRANDA Seal:+-� MYG0,'r1iSSIGN,,EF 155107 EMRES: Get;e.ober21,2W5 F,° •' ganded 7h�u Notary Pdblic UMIEWlters as �N��k+k�k�k4�k�k*�k�k�k*�k�k�k*�k�e*�Ie�k�kakak* Ne�k�Ieffi�k�k�k�k Mak**�h�k*�k�k�k�kak�k*�k*ate*�k�k&�k.�k4+k�k�k�k�k�k�R�k�kffi�k�k+k�k�k+k�k�k�k4�kY�4M�kt�+R�k�kt�+R�k�k+R�N&�k�k*�k�k+k�kak+k�k�k APPROVED BY r0 � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES `. B. COPY OF LOCAL BUSINESS TAX RECEIPT �. C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS:/3QI' `: f t/ 105` A /� CITY -V��Q- STATE ZIP��OJX BUSINESS PHONE: ( ) 5W- 77 -5F2 FAX NUMBER ', 77 -PJ CELL PHONE ( ) 46 -bYi� 6 QUALIFIER'S NAME: �r,��c� Dl ? QUALIFIER'S LIC NUMBER: C GSC 04' irfi STATE OF FLORIQA - —°� DEPARTMENT OF BUSINESS AND PROCESSIONAL REGULATION CONSTRUCTION [INDUSTRY LICENSING`BOARD `"•ep°�d"s 1940 NORTH MONROE STREET r TALLAHASSEE FL 32399-0783 i li I li �i DIAZ, CAMILO f' STORMWISE SOUTH FLORIDA INC b: r P O BOX 310488 i MIAMI FL 33231 Congratulations! With this license you beGpme one of the nearly one million Floridians licensed by the Department of Business and (850) 487-1395 Professional Regulation. Our professional's and businesses range STATE OF FLORIDA from architects to yacht brokers, from box rs to barbeque restaurants, s DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PRO FESSIQNAL REGULATION Every day we work to improve the way we,", ,do business in order to CGC1511342 15SUEpr = 06/01/2014 serve you better. For information about our services, please log onto www.myfloridalicense.com. There you qan find more Information CERTIFIED GNFQt CONjRAGTOR about our divisions and the regulations that. Impact you, subscribe I} r.. to department newsletters and learn more�pbout the Department's DIAZ, CAMI<_O initiatives: STORMWISE SOUTI (FQRID,INC Our mission at the Department is: License:Efficiently, Regulate Fairly. We constantly strive to serve you better sthat you can serve your customers. Thank you for doing businessjn Florida, and congratulations on your new license! ', RICK SCOTT, GOVERNOR CGC1511342 IS CERTIFIED under -the p'rovislons of Ch.489'FS. Expiratipn dpte : AUG 31, 2016 1-1406010002624 KEN LAWSON, SECRETARY STATE OF FLORIDA ENT OF BUSINESS AND: PROFESSIONAL REGULATION ONSTRUCTION INDUSTRY;LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED " Under the provisions of Chapter 489 14-S. Expiration date: AUG 31, 2016 DIAZ, CAMILO' STORMWISE SOUTH FLORIDA INC _- 801 BRICKELL KEY BLVD APARTMENT 2608 MIAMI FL 33131 I 1cci1cn ncina lnnae rIICDI AV AC DI=nI IIL F:n RV I A\A1 SF0rdd I lAnArIVIO S9A Local Business Tax Receipt Miami-DadeCourity Stater of Florida THIS IS NOT A BILL - DO NOT PAY 5917712 BUSINESS NAME/LOCATION RECEIPT NO. STORMWISE SOUTH FLORIDA RENEWAL INC 6173017 13015 NW 45 AVE OPA,LOCKA, FL 33054 Must be displayed at place of business Pursuant to County Code Chapter BA - Arc, 9 & 10 OWNER SEC. TYPE OF BUSINESS : PAYMENT RECEIVED STORMWISE SOUTH FLORIDA INC 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 49.50 10/03/2014 Worker(s) 1 CGC1511342 0224-15-000042 This Local Business Tax Receipt only confirms paymentof the Local Business Tax. The Receipt is nota license, permit, or a certification of the holder's qualifications, to do business, Holder most comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Dade Code Sec 12 -276. MIAMI'DADE Fat more information, visit ww miamidade aovRaxcolleCtot �4 CERTIFICATE OF LIABILITY INSURANCE � TE D 10/07/201 YY) 10/07/2014 T' 'FRTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS 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 A&A Underwriters, Inc. CONTACT NAME: PABLO M CONDE FNONE 305-220-7447 a/c No: 305-220-4821 No.8778 E-ADMDRESS:AIL pmc@aaunderwriters.com S.W. 8th St INSURERS AFFORDING COVERAGE NAIC 9 Mian,;, FI 33174 INSURERA: Scottsdale Insurance Company 41297 INSURED — ----- INSURER B INSURER C Stormwise South FI Inc and Stormwise Hurricane Protection INSURER D INSURERS : 13015 NW 45 Ave Opa Locke FI 33054 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: TI IIS 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. INSR TYPE OF INSURANCE LTR AD -6L SUER POLICY NUMBER POLICY EFF D POLICY EXP M LIMITS ,OMMERCIALGENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A vLAIMS-MADE � OCCUR CPS1975426 04/04/2014 04/04/2015 _ffAN4O R€N e e $ 100,Q00 MED EXP An one person) $ 5,000 PERSONAL BADV INJURY $ 1,000,000 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 GEN'L X POLICY ❑ jEOT [_J LOC PRODUCTS - COMP/OP AGG $ 2,000,000 1 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AU rOS - PROPERTY DAMAGE $ Per cc e t _ NON -OWNED HIRED AUTOS AUTOS $ UMBRELLA LIAR �CCUgEACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB DED RETENTION $ lr,wi(ERS COMPENSATION AND EMYIN LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE PER OTH- STATE E.L. EACH ACCIDENT $ �N OFFICERIMEMBER EXCLUDED? (?dandalory in NH) NIA E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE -POLICY LIMIT $ I(es, describe under DCSCRIPTION OF OPERATIONS below i DES17RIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) STORM SHUTTERS SALES, ASSEMBLY, INSTALLATION AND WINDOWS SEL C ERTIFIr:ATF Hoi nFR CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N.E. 2 Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2013 ACORD CORPORATION. All rights reserved. AGOi?D 25 (20.13104) The ACORD name and logo are registered marks of ACORD Al 02-21-2014 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE ,OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 02/21/2014 PERSON: D IAZ FEIN: 204037493 BUSINESS NAME AND ADDRESS: STORMWISE SOUTH FLORIDA INC 13015 NW 45 AVE OPALOCKA FL 33054 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR EXPIRATION DATE: 02/21/2016 CAMILO IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.0502), F.S., Certificates of election to he exempt... apply only within Ilia scope el the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exemrl shall be suhjact to revocation if, at any time after the filing of the notice or the Issuance of the certificate, the person named nn the natice at certifivale no Innger meets the requirements of Inis section for Issuance of a certificate. The department shall revoke a certificate st any time for failure of the person named an Ilia certificate to meet the requirements of this section. r auFsrIONS? (850) 413-160 DWC-252 CERTiFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION -INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 02/21/2014 EXPIRATION DATE PERSON: CAMILO DIAZ FEIN: 204037493 BUSINESS NAPE AND ADDRESS: SrORMWISE SOUTH FLORIDA INC 13015 NW 45 .AVE OPALOCKA, FL 33054 SCOPE OF BUSINfUSS OR TRADE: I- LICENSED GENERAL CONTRACTOR CUT HERE Carry bottom portion can the job, keep upper portion for your record. O1NC-252 CHIFIFIC,ATE OF CLECTiON 1*0 BE IEXEMPr REVISED 01-11 F IMPORTANT O Pursuant to Chapter 4x0.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits oI compensation under this D chapter. 02/21/2016 Pursuant to Chapter 410-05(12), F.S., Ceitificaies of election to be FI exempt... apply only within the scope of the br,siness or trade listed on E the notice of election to La exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to he exempt and certificates of election to be exempt shall be subject to revo7.atior. if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer IT1eetSl the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. OLIEST10NS7 (850) 413_1C0.9 CUT HERE Carry bottom portion can the job, keep upper portion for your record. O1NC-252 CHIFIFIC,ATE OF CLECTiON 1*0 BE IEXEMPr REVISED 01-11 REMBERTO CONTRERAS, PE LICENSE # P.E. 21522 7066 SW 44th Street Miami, FI Permit: WS -8-14-1768 Inspection Log Regarding: Ricardo Gonzalez 150 NW 101 St Miami Shores FL 33150 # W H PRODUCT NOA ANCHOR TYPE ANCHOR SPACING DEPTH OF EMBEDMEN T WINDOW BUCK EDGE DISTANCE (SM, bud, Jamb) 1 36 80 French Door 13-0328.11 31/2" X 1/4" TAPCONS 5" 11/4" 2X P.T. 11/2" 2 95 63 Fixed 12-0307.06 31/2" X 1/4" TAPCONS 6" 11/4" 2X P.T. 11/8" 3 95 63 Fixed 12-0307.06 31/2" X 1/4" TAPCONS 6" 11/4" 2X P.T. 11/8" 4 40 39 Fixed 12-0307.06 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/8" 5 38 36 1 Fixed 12-0307.06 1 21/2" X 1/4" TAPCONS 6" 11/4" ix P.T. 11/8" 6 36 80 French DoorR 13-0328.11 21/2" X 1/4" TAPCONS 5" 11/4" IX P.T. 11/2" 7 60 80 Sliding Glass Door 12-1204.12 21/2" X 1/4" Elco Ultracon 6" 11/4" 1X P.T. 1" 8 39 19 Fixed 12-0307.06 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/8" 9 37 50 Casement 13-1217.72 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/4" 10 37 50 1 Fixed 12-0307.06 1 21/2" X 1/4" TAPCONS 6" 11/4" ix P.T. 11/8" 11 37 50 Fixed 12-0307.06 21/2" X 1/4" TAPCONS ` 6" 11/4" 1X P.T. 11/8" 12 37 50 Casement 13-1217.22 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/4" 13 73 50 Fixed 12-0307.06 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/8" 14 72 80 Sliding Glass Door 12-1204.12 21/2" X 1/4" Elco Ultracon 6" 11/4" IX P.T. 1" 15 73 52 Fixed 12-0307.06 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/8" 16 37 53 Fixed 12-0307.06 21/2" X 1/4" TAPCONS 6" 11/4" 1X P.T. 11/8" 17 36 80 1 French Door 13-0328.11. 21/2" X 1/4" TAPCONS 5" 11/4" N/A 11/2" r NOTE: Windows & Doors with P.T. wood buck. Shim spacing no more than 1/4". No Cement was used REMkTIICINTRERAS, PE LIC SE. 21522 Seal a Sieure • • o • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220500 Permit Number: WS -8-14-1768 Scheduled Inspection Date: October 15, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GONZALEZ, RICARDO Work Classification: Window/Door Replacement Job Address: 150 NW 101 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments INSTALL HURRICANE 12 WINDOWS AND 5 DOORS Passed Failed Correction Needed Re -Inspection Fee C c No Additional Inspections can be scheduled until re -inspection fee is paid. Phone Number Parcel Number 1131010230210 Phone: (305)597-7797 INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-220276. CREATED AS REINSPECTION FOR INSP-220125. CREATED AS REINSPECTION FOR INSP-218075. CREATED AS REINSPECTION FOR INSP-217806. Missing letter from Eng/ Arch for structural attachment of 2 X fou S October 14, 2014 For Inspections please call: (305)762-4949 Page 17 of 40 Miami Shores Village Building Department C°I'' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AUG 12 2014 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BYs BUILDING Permit No. PERMIT APPLICATION Master Permit No. bi FBC 20 Permit T: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ISica-r�o ..1 Du Z.G�z- Phone#: Zg1;' 745`--�7/ Address- 16-Z9 0 U) 10 / City: �A l o-ki F�- State: 7 z- gip: 3,3/37) Tenant/Lessee Name: Email: JOB ADDRESS: /S U )U Gel /o/ 51- City: tCity: Miami Shores County: Miami Dade Zip: --33/.SZ) Folio/Parcel#: 11 �9 / Q/ ®.22 O>l-/® Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name:' SSG sae1 61 Phonek- "� ,77-5P7 Address: 3016 &L2 IllkS A (lCe City: (mac -kc.-- State: Qualifier NameK-z9,0Z/,4�? ��Q Z Phone#: 5a-57,7 -,�7"77 State Certification or Registration #: Certificate of Competency #: C "-IC Contact Phone#; 5 S' :,2 - %2 % Email Address: Q. SIU 1 %U/S Wig • CWOL4 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ q- Square/Linear Footage of Work: Type of Work: ❑Addition j4heration ❑New ❑Repair/Replace Description of Work: 14--rl-a t e w/1iefi4;9 tiz /2ov ❑Demolition y- �f �-) Submittal Fee $ w' Permit Fee $ a7l®•w CCF $ CO/CC $ C -) Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $_ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app d and a nspection fee will be charged. 2 Signatur Signature Or or gent Contractor The foregoing instrument was acknowledged before me this oZ The foregoing instrument was acknowledged before me this day of�611� , 206, by A(fe%ro .�a��'A�z , day of G1✓� 01, by4 , who is personally known to me or who has produced who' personally kno o me or who has produced cm LCL- As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: r Sig / Print: Prin : My Commission ;+ MY COMMISSION # EE 155207 My Commis 4as: MY COMMISSION # EE 155207 EXPIRES: Decen-ber21,2615 :, :; EXPIRES: Dezember 21, 2015 Banded Thru Notary Public Underwriters :;: •' 3ond d Thm Notary Public Underwitler,0. APPROVED BY (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Plans Examiner Zoning Structural Review Clerk A��cD® CERTIFICATE OF THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY Al BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONS REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLD IMPORTANT: If the certificate holder is an ADDITIONAL INSURE[ the terms and conditions of the policy, certain policies may require certificate holder In lieu of such endorsement(s). PRODUCER Emmanuel Insurance & Associates, Inc. 2370 E 8TH AVE HIALEAH FL 33013 INSURED STORMWISE HURRICANE PROTECTION LLC CAMILO DIAZ /ENIS GASCON 13015 NW 45 AVENUE OPA LOCKA F 33054 COVERAGES CERTIFICATE NUMBER: kBILITY INSURANCE E (MMIDDIYYYY) 18/12/2014 LY AND CONFERS NO RIGHTS UPON THE CERTIFICATE H)LDER. THIS D, EXTEND OR ALTER THE COVERAGE AFFORDED BY T E POLICIES ITE A CONTRACT BETWEEN THE ISSUING INSURER(S), a policy(les) must be endorsed. If SUBROGATION IS WAIVIV endorsement. A statement on this certificate does not confet IAIC,,NNo. WI: (305) 693-0003 (AIC, No): (3( ADDRESS: sarai@emmanuellnsurance.com INSURER(S) AFFORDING COVERAGE INSURER A: Ascendant Commercial Insurance Inc. INSURER B: INSURER C : INSURER D: INSURER E: REVISION NUMBER: to the 691-4381 NAIL S 13683 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BE HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO IN—CATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CON ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPEC TO WHICH THIS f'CATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE A ORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TC ALL THE TERM EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MA VE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADDLSUBK INSD WVD POLICY NUM li! POLICYEFF MI�POLICY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS F] OCCUR PREMISES Ea occurrence $ -MADE MED EXP (Any one person) $ PERSONAL &ADV INJURY $ is GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ PRO - POLICY FIJECTPRO ❑ LOC PRODUCTS -COMPIOPAGG $ $ OTHER: AUTOMOBILE LIABILITY Ea accident SING $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS NON -OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accldsnt $ UMBRELLA LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ i EXCESS LIAR DED RETENTION$ $ ( WORKERS COMPENSATIONTH- AND EMPLOYERS'LIABILITY Y❑ E'L. EACH ACCIDENT $ 1 OOO,OOO.00 A OFFICER(ME BEANY R EXC EXCLUDED? ECUTIVE NIA WC -65608-0 # 07/18/2014 07/18/2015 E.L. DISEASE - EA EMPLOYEE $ 1000,000-00 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1 000,000.00 e 1 ' f' DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks he dule, may be attached It more space Is required) Sheet Metal Awning Work,lntallation Service. Any Changes or alterations Done to this document after being issued shall stltuto it null and void. f CERTIFICATE HOLDER M 1 ` CANCFLLATIfIN C U 1958-ZU14 AUUKU UUKI-UKA I IUN. Ali rprits reserveo. ACORD 25 (2014/01) The ACORD name and I i are registered marks of ACORD' fJ eI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANQ LLED BEFORE THE EXPIRATION DATE THEREOF, NOTICA WILL BE ELIVERED IN ACCORDANCE WITH THE POLICY PROVISION Village of Miami Shores . Building Department AUTHORIZED REPRESENTATIVEf; N.E. 2 Avenue SA.i''G!.(/ MA.flGl'GAi Miami Shores, FL 33138 U 1958-ZU14 AUUKU UUKI-UKA I IUN. Ali rprits reserveo. ACORD 25 (2014/01) The ACORD name and I i are registered marks of ACORD' fJ eI _11 -FF ATVVAI i=rl Cher- FINANCIAL. OFFICER STATE OF - DEPARTMENT OF FII DIVISION OF WORKEI ICIAL. SERVICES COMPENSATION 02-21-2014 # CEIITIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONS`l"IiUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to" b, exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 02/21/2014 PERSON: DIAZ FEIN: 204037493 BUSINESS NAME AND ADDRESS: STORMWISE $OUTH FLORIDA INC 13015 NW 45 AVE 0PALOCKA ' FL 33054 SCOPES' OF BUSINESS OR TRADE: 1— LICENSED GENERAL. CONTRACTOR EXPIRATI00 DATE: 02/21/2016 CAMILO I, i� IP.1l'III IANI I�11>uaul In Chaplar 4411 . 05114), F.S., an officer of a corporation who elei xnrlion may nor rn ovar bauelits of cougtnnsatron under this chapter. Pursuant to chaplPri sr.up of Illit hu;iness of trade listed on the notice of election to be exempt. Pursuanr io elnclinn In bn eximfpl shall be subject to [evocation if, at any time alter life filing of 11 conlllir.n]e, uu louygr marls Ike. ,oquirenlonts of 14is snctiou lot Issuance of a certificate, named un Il -r callflicale to afoot life requirements of this sertiun. IANC -2.52 C[nrlFll;A.rE OF ELECTION TO 0E EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD DELOW A STATE OF FLORIDA DL:PP.IZ'fIVIFIll OF FINANCiAi_ SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCT 101`4 INDUSTRY CERTIFiGA I E OF ELECTION TO BE EXEMPT FROM FLORIDA VVORICERS' COMPENSATION LAW I:FFf_CfIV[: 02/21/2014 EXPIRATION DATE r'LR SON: CAMILO DIAZ FEIN: 204037493 1.30SIN!cSS NAIVIC AND ADDRESS: ST(JItn1WISE SUUIII F10141DA INC 1301!-, LPN 16 AVL- 1,11M CKA, 11 330,1.4 Sc(:)I'E 014 RUSiNCSS OR TRADE- I - f WI PISLIi G[NEkAt CONIRACrOR examp(fot front this chapter by filing a certificate of election under this 0.0502), F.S., Certificates of election to be exempt... apply only within ilia :hapten 440.0503), F.S., Notices of election to be examrt and certlffceles of notice or the issuance of ilia certificate, the poison named ort ilia notice or rhe department shall revoke a certificate at any (tine for failure of the persan QUFSTIONS? (RSO) 413-iSC D RETAIN FOR FUTURE REFERENCE IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election �a0 Iunder this section m,.y not recover benefits or compensation under ttiis chapter. 02/21/2018 Pursuant to Chapter 440.05(12), F.S., Cerlificates of election to be H exempt... apply only within the scope of the business ur trade, listed on the notice of election to be exempt. CUT` ;} at Carry bottom portion on the job, k I UWC-7!i2 iT111IFICAIC OF ELECIION 1*0 PF EXf.MPr REVISED 01-11 Pursuant to Chapter 440.05(13), F.S., Notices of election is be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate; no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure: of file person named on the certificate to meet the requiraments of this section. QUESTIONS? (8501 4 13- 1609 upper portion for your records. ta P, 5932372 T 0 RM �,V J,� p J� 0 qrON 13*M*,�I*Vi)�AW M. opA �o�KA 1' Pm c INS: 20(i 4wm j, a TaR Riloal Porto it, pr a o at(fflbilil h go Pdrill"ti III III r6fl blatory, 10 gff�.Yoqulramdnle cable Ohisp aye ahov! e, nail Ill Of final[ 003313 Mld6 6oLj 6ty- -TIiIS IS N6T A 011 5917712 1110'81NFW*i NAmwil STOIZA,Iwisr SL)UTI-1'F*LORIbA ik". 130 15 NW 4' 1,C)CMA 33054 - -Yv P a ter.. 1*()[?MwisE so: UTM RQR1bA:fNC 139NEHAL--'-h coci 611 1)1!1 Lao"' 8"11160 TO R -10f hIlIVIamfirma UM 11t)(11iii, cordlI611iloll of thij h-1,?1qi4 ad Tile AECEIM, Nd. .11 Ell' for V� TATE OF FLORIDA EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ONSTRUCTION INDUSTRY LICENSING BOARD 940 NORTH MONROE STREET ALLAHA,9SEE FL 32399-0783 DIAZ, CAMILO ST0V,MWISE SOUTH FLORIDA INC 130t5 11W 45 AVENUE OPA LOCKA FL 33054 Coilgrainladonsl 'Kith this license you become one of the nearly one million Floridians lici,inse(II)y the Department of Business and Professional Regulation. Our ljfof-,,ssionals 4no businesses range,from architects to yacht brokers, frorn bo -le) t; Io and they keep Florida's economy strong 41 Fvo�n/ (lay we worki(c) Irnprove the way we do business in order to serve you better. Fot inforniation abt4t[ our services, please log onto www.myfloridalicense.com. 11 Icire You can findimore information about Our divisions and the regulations that 1111pG(;t you, subscl-ka to departme*nt newsletters and learn more about the; t. Our mission at the Peparlment is: Ucense Efficiently, Regulate Fairly. We constantly slji%/e to erve you better so that you can serve your customers .1 "hank yutl for doily business in Florida, and congratulations on. your new licensa! DETACH HERE (8 5 0) 487-1395 �D;�] 'G, .- LAT-3 -1iART-,.M-ENT- S.."IR2 814"':AN NqTRV n INDUSTRY 1.20918Q'4315-::'--� .0 w YCHNS2 NBRyti ILE & 4, . . . . . . . - - - - - 01C i i."1 34 a. T C4WT-,-IFj-,j j4: Q .3 , 0 q . 4: Lu BLVD ... FL55--`3- 1:3* 'YE1q. L- kbtT - -,akc �,TARY R f 9 Rr Sessions �' � � r;.�,.�� •mss ■�® ��."" MalTOO IF ENGINEERING,INC. %;Cy GLAZING CONSULTANTS 9110 SUNSET DRIVE. MIAMI, FL 33173 PH: 305.271.0117 FAX: 786.573.5063 2010 FLORIDA BUILDING CODE & ASCE 7-10 DESIGN LOADS FOR COMPONENTS AND CLADDING WIND VELOCITY = 175MPH (RISK CATEGORY II ) MRH =0-60' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE "WORST CASE" PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 1d SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT - WIDTH) OR THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR ( ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: • • i • 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOC" FOR A RISK CATEGORY 11 ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIF(CATI6N6 OR AFFIRMATIONS ARE INTENDED. -I ,. .... a HEIGHT a =10 % OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. HE USE ZONE 5 IF ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5 09) ELEVATION a 5 a FOR MIAMI-DADE COUNTY a a ISOMETRIC WALL ZONE FIGURES ' " IPI' ANG. RE. OF ®,/ P�F '51983 ` Oj 1A�8677 iT ROOF do P O nV11 DESF PSS - ZONE 4 DEEM PFESSJRE3 (P3F) - ZONE 5 Mean uta Area (Sq Ft) Roof Roof 0 20 25 30 35 40 45 50 10 15 20 25 30 45 50 He' Height 40.1 39.0 38.3 37.7 37.2 36.8 36.5 36.2 35.9 40.1 39.0 38.3 37.7 37.2 36.8 36.5 36.2 0 - 15 ft -43.5 -42.4 -41.7 -41.1 -40.6 -40.2 -39.9 -39.6 -39.3 0 - 15 ft _53.7 -51.6 -50.1 -48.9 -48.0 -47.2 -46.5 -45.9 -45.3 40.6 39.5 38.7 38.2 37.7 37.3 36.9 36.6 36.3 40.6 39.5 38.7 38.2 9 36.6 16 ft -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 16 ft -54.3 -52.2 -50.7 -49.5 -48.5 -47.7 -47.0 -45.8 -46.4 41.5 40.4 39.6 39.0 38.6 38.1 37.8 37.5 37.2 41.5 40.4 39.6 39.0 38.6 38.1 37.8 37.5 37.2 18 ft -45.0 -43.9 -43.2 -42.6 -42.1 -41.7 -41.3 -41.0 -40.7 18 ft -55.6 -53.4 -51.9 -50.6 -49.7 -48.8 -48.1 -47.5 -46.9 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 20 ft -46.1 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 20 ft -56.9 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.6 -48.0 43.2 42.1 41.3 40.6 40.1 39.7 39.3 39.0 38.7 43.2 42.1 41.3 40.6 40.1 39.7 39.3 39.0 38.7 22 ft -46.9 -45.7 -44.9 -44.3 -43.8 -43.4 -43.0 -42.7 -42.4 22 ft -57.9 -55.6 -54.0 -52.7 -51.7 -50.8 -50.1 49.4 48.8 44.0 42.8 42.0 41.4 40.8 40.4 40.0 39.7 39.4 44.0 42.8 42.0 41.4 40.8 40.4 40.0 39.7 39.4 24 ft -47.7 -46.5 -45.7 -45.1 -44.6 -44.1 -43.7 -43.4 -43.1 24 ft -58.9 -56.6 -54.9 -53.6 -52.6 -51.7 -51.0 -50.3 -49.7 44.7 43.5 42.7 42.1 41.5 41.1 40.7 40.4 40.0 44.7 43.5 42.7 42.1 41.5 41.1 40.7 40.4 40.0 26 ft -48.5 -47.3 -46.5 -45.9 -45.3 -44.9 -44.5 -44.1 -43.8 26 ft -59.9 -57.5 -55.9 -54.6 -53.5 -52.6 -51.8 -51.1 -50.5 45.5 44.3 43.4 42.8 42.2 41.8 41.4 41.0 40.7 45.5 44.3 43.4 42.8 42.2 41.8 41.4 41.0 40.7 28 ft -49.3 -48.1 -47.3 -46.6 -46.1 -45.6 -45.2 -44.9 -44.6 28 ft -60.9 -58.5 -56.8 -55.5 -54.4 -53.5 -52.7 -52.0 -51.4 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 30 ft -50.2 -48.9 -48.1 -47.4 -46.9 -46.4 -46.0 -45.6 -45.3 30 ft -61.9 -59.5 -57.7 -56.4 -55.3 -54.4 -53.6 -52.9 -52.2 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 35 ft -51.7 -50.4 -49.5 -48.9 -48.3 -47.8 -47.4 -47.0 -46.7 35 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 49.1 47.8 46.9 46.1 45.6 45.1 44.6 44.3 43.9 49.1 47.8 46.9 46.1 45.60 45.1 ,}, .�� 44.3 g 40 ft _53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48,1 40 ft -65.7 -63.1 -61.3 -59.9j5.8!/ -57.7 -.52.9. -56.1 -55.4 i • 50.2 48.9 48.0 47.3 46.7 46.2 45.7 45.3 45.0 50.2 48.9 48.0 47.3 11t:0 46.2 %5.70 45.3 40.0a 45 ft -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49,3 45 ft -67.3 -64.6 -62.8 -61.3 48"s -59.1 -58k -57.5 56.8 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 51.4 50.1 49.1 48.4 47.8 47.2 •W6: 46.4 46.0 50 ft -55.8 -54.4 -53.5 -52.7 -52.1 -51.6 -51.2 -50.8 -50.4 50 ft _68.9 -66.2 -64.2 -62.7 -61.5* -60.5 -59.6 -58.8 $�!I • 52.4 51.0 50.0 49.3 48.6 48.1 47.7 47.3 46.9 52.4 51.0 50.0 49.3 •�&a6. 48.1 4.7• 47.3 55 ft _56.8 -55.4 -54.5 -53.7 -53.1 -52.5 -52.1 -51.7 -51.3 55 ft _70.1 -67.4 -65.4 -63.9 sifi -61.6 -60,7 -59.9 -59.Z- [6:0ft 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 53.3 51.9 50.9 50.1 49.5 49.0 �L&•5.0 48.1 %?.I1• -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 60 ft _71.4 -68.6 -66.6 -65.0 -63.8' -62.7 -61.8 -61.0 -60.2 •• • INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE "WORST CASE" PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 1d SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT - WIDTH) OR THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR ( ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: • • i • 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOC" FOR A RISK CATEGORY 11 ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIF(CATI6N6 OR AFFIRMATIONS ARE INTENDED. -I ,. .... a HEIGHT a =10 % OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. HE USE ZONE 5 IF ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5 09) ELEVATION a 5 a FOR MIAMI-DADE COUNTY a a ISOMETRIC WALL ZONE FIGURES ' " IPI' ANG. RE. OF ®,/ P�F '51983 ` Oj 1A�8677 iT ROOF do P O nV11 MIAMI- E ` MIAMI-DADECOUNTY Ail PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRON MEIi"; AND REGULATORY 11805 SW 26 Street, ,Room 208 AFFAIRS (PERA) Fjj: Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISIt? s. T (786) 3I5-2590 F (7$6 315-2599 NOTICE OF ACCEPTANCE (N WWW.inl8midad0 Roy/pdral 1 Lawson Industries, Inc: 8501 NW 90 Street t Medley, FL 33166. SCOPE: This NOA is being issued under the applicabl ''res and regulations governing the use of constructs n materials. The documentation submitted has b Ireviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami :ode County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiratiodate stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AOli (in areas other than Miami Dade County) reserve the right to have this product or material tested for q ( fy assurance purposes. If this product or materia fails to perform in the accepted manner, the manufae. , er will incur the expense of such testing and the. AHJ may immediately revoke, modify, or suspend the u'' 1pf such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, 40;:t is determined by Miami -Dade County ProductControl Section that this product or material fails to mt the requirements of the applicable building code. This product is approved as described herein, has been designed to comply with the Florida Buililing Code, including the High Velocity Hurricane DESCRIPTION: Clipped Extruded Alumin' Tube Mullion w/ and w/o Steel Reinforeement .1Yl.I. • • • • • • APPROVAL DOCUMENT: Drawing No. L'�� W -ML -1001, titled "Aluminum T ubeiAllions': Sheets 1 through 10 of 10, dated 04/27/10 with revision�l, dated 01/25/12, prepared by mantif2t4ter, signer end • • • • • • sealed by Thomas J. Sotos, P.E., bearing the *11ni-Dade County Product ControllWitfon stamp W th the ; • • • •; Notice of Acceptance number and expiration d` by the Miami -Dade County Product'Centroi Sectian, • Notice of Acceptance number and expiration 41.... MISSILE IMPACT RATING: Large and mall Missile Impact Resistant ...... .. • LABELING:. Each unit shall bear a germane abel with the manufacturer's nambbr lago, cii, st�fe, • • • • • • model/series, and following statement: "Miam ade County Product Control App*01d:, unless otherwise •. noted herein. ,ON • • • • • • • RENEWAL of this NOA shall be considered Tr a renewal application has been' -led Ind there b�sbeen ; • • • •; no change in the applicable building node nega�i ely affecting the performance of this product. - TERMINATION of this NOA will occur aftex the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of thdp duct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any oft purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall 116'!pause for termination and removal of NOA. F ADVERTISEMENT: The NOA number6deded by the words Miami -Dada County, Florida,, and followed by the expiration date may be dispta 'ed 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 shl be provided to the user by the manufacturer or its distributors and shall be available for inspectiWat the job site at the request of the Building Official., This NOA revises and renews NOA N 10-061'�►.i�02 and consists of this page 1 qnd evidence pages E4'4 and E-2, as well as approval document mentioned 46ve. The submitted documentation was reviewed by, Manuel Perez, P.E. MI 4 D� Co NOA No.12LO1. 07 ... e , 4' Expiration Date: Mayo, 2017 �� J1 Approval Date: March 29,'2012 1 ' Page i I c1 1'i Lawson Industries. Inc. A. DRAWINGS 1. Manufacturer's die drawings 2. Drawing No. LAW -ML -10t of 10, dated 04/27/10 with re signed and sealed by Thoma sections. fled "Aluminum Tube Mullions" Sheets 1 >n A dated 01/25/12, prepared by manufa otos. P.E. 10 B. TESTS 1. Test report on: 1) Uniform S{kta'c Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawir 0 and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel ` annel reinforcement, prepared by Hurricane Engineering & Testing, Inc., ' st Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. DrwUeda, P.E. @ (Submitted tinder MOA# 03, ,25.07) 2. Test reports on: 1) Large Mi'. lie Impact Test per FBC, TAS 201-94 s 2) Cyclic W1"s'Pressure Loading per FBC, TAS 203-94 along with marked, drawiand installation diagram. of 120" span aluminum tube mullions with C4 x 4.5 steel ghannel reinforcement, prepared by Hurricane Engineering & Testing, Inc.,';est Report No. HETI-02-1716, dated 8/27/O�.,s3�ned and sealed b Rafael E. Dro Sed P.E. • • • • � 6000:0 (Submitted under NOA# 03 25.07) •"• '•` ' •, .. 3. Tensile Test report on 0.10" "& wall aluminum tube mullio 000000 y ared b� `I1• rie "" P �sPS� .1�ca Engineering & Testing, Inc., F est Report No. HETI-02-T071, dated 09/16/02; tested; • • • •; per ASTM E8, signed and s � ed by Rafael E. Droz-Seda, P.l,.o • • • • (Submitted under NOA# 0325.07) • ...... .. ..... 4. Test report on: 1) Uniform S` c Air Pressure Test, Loading jeor MC, TAS 242-94 along with marked -up dr awi s and installation diagram of tjo fKu inutli ho&ontaj • •:: • sliding windows mulled at i, ith a 90" span mullion and a 45" hi ih fi °d Wihdow. on top, prepared by Fenestra un Testing Laboratory, Inc., Test'Repdrt No. JR4 438x; • •': dated 2/13/96, signed and se 4 61d by Gilbert Diamond, P.E. • • • • (Submitted under NQA# 02#01.05) 5. Test reports on: 1) Large Mi ip Impact Test per FBC, TAS 201-94 2) Cyclic W Oressure Loading per FBC, TAS 203-94 alongwith marked -up drawi 's,.and installation diagram of an aluminum slidhn ass P ., g Eg� door, prepared by Hurricane i ineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/01; signed and sealed by Rafael E. Druz-Seda, P.E (Submitted under NOA# 0325.06) Product Control EzaWat NOA No. 12;-0127.07 Expiration Date: May's 0, 2017 Approval Date: March29, 2012 s E-1 t� d Lawson Industries, Inc. F B. TESTS (CONTINUED) 6. Test report on: 1) UniformAtic Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawi4s: and installation diagram of an aluminum sliding glass door, prepared by Hurricane �0'gineering & . Testing, Inc.; Test Report No. i HETI-02-1717, dated 8/27/0 ;i gned and sealed by Rafael E. Droz-Seda, P.E. i (SubmiWd under IVOA# 03, �.25.06) 7. Test report on: 1) Uniform Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawir §and installation diagram of an aluminum slidiA g glass door, prepared by FenestratiTesting Laboratory, Inc., Test Report No. FTL' 1376, `� dated 1/31/96, signed and se its by Gilbert Diamond, P.E. (Submitted under NOA # 03.1 t4225.06) C. CALCULATIONS 1. Anchor verification calculatit and structural analysis, complying with, FBC-2010, dated 05/17/10 andUP dated '101/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. with 2. Glazing complies wASTI G:1300-04 tf D. QUALITY ASSURANCE 1. Miami -Dade Department of lermitting, Environment, and Regbtawty Affft(VERA). E. MATERIAL CERTIFICATIONS! *Goo • 1. None. 00000 F. STATEMENTS 0 a so 00 0 6� 8608:0 1. Statement letter of conform �0, complying with FBC-2010, ira7t;J januajy 25� 20121 signed and sealed by Thoma ''Sotos, P.E. 0 0 Voo 0 0 :Goo*: 2. Statement letter of no financ interest, dated May 20, 2010, spigneJ and se*Wby 0 Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 16-5±6i I : I Clipped Aluminum Tube MOC, on 10/06/10 and expiring on 05/ Z 0 1.02, issued to Lawson Industries, Inc. for thbir w/ and w/o Steel Reinforcement — L.M.I., approved V12.fi - Manuel p�.M,)P.E. Product -Control lner NOA No. 124127.07 Expiration Date: May130;2017 Approval Date: March'�29,2012 E-2 W1 + W2 + W3 2 f GLAZING PRODUCT L S ANCHOR/CLIP HORIZONTAL MULLION MULLION F GLAZING THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT z GLAZING GLAZING 0 VERTICAL VERTICAL SIL w� P' MULLION MULLION ANCHOR/CLI GLAZING GLAZING GLAZING o PRODUCT PRODUCT PRODUCT �1 • • tl31NO MtlLLIOM MROPERAES ONLY GLAZING w1 f PRODUCT ANCHOR/CLI + N `\ ` t T 3 1, t 3 • •RE�H P b[jF S E 1 ItLOS�ICLINCODET 0 00 IXY. INCLUDING IZONE w1 w2 i W3 II MULLION SPAN •2. �S.L4:'iLALING•PRQDULIS WI 11?IESE MULUONS MUST MEET THE APRIC:�I.E AtDISDR BLEG. �QD6 RCbUIREMENTS LE: WIND LOAD. WATER W1 + W2 + W3 2 w1 W2 w WIDTH (W) = wt + W2 2 . . ... . . . ... f PRODUCT VERTICAL S l MULLION GLAZING GLAZING THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT z GLAZING GLAZING 0 PRODUCT PRODUCT SIL w� P' ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS P IM ALS AND•N0 -IMPACT PRODUCTS. ANCHOR/CLI 4 • •'ir HORIZONTAL MULLION • • w1 W2 w WIDTH (W) = wt + W2 2 . . ... . . . ... .. .. . . . .. .. . PRODUCT 4 OF 10 FOR DETAILS AND NOTES. S l + REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS GLAZING GLAZING THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS PRODUCT • 0 AND�CAiJ QE tlS_WIT.f!LL:4tA!NSQNS-,I�iIAMI.mAiREa_ .m . ANCAOo,,7cuP w� P' ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS P IM ALS AND•N0 -IMPACT PRODUCTS. 3 a F • •'ir HORIZONTAL MULLION • • • • ANCHOR/CLIP • • • • RE&ANMtAR AL UMMUMMME MULLIONS 3 • • • tl31NO MtlLLIOM MROPERAES ONLY GLAZING w1 W2 PRODUCT MULLION SPAN + N `\ ` GENERAL NOTES: 3 1, t 3 • •RE�H P b[jF S E 1 ItLOS�ICLINCODET 0 00 IXY. INCLUDING IZONE �1 + eY •H,I EL�CPI� (jIVFi2). II $ • •2. �S.L4:'iLALING•PRQDULIS WI 11?IESE MULUONS MUST MEET THE APRIC:�I.E AtDISDR BLEG. �QD6 RCbUIREMENTS LE: WIND LOAD. WATER $ . _.. NFlLTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. -- ... � 11 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, I=- GLAZING B. INCLUDING WNDOM. DOORS OR COMBINATIONS MAY BE MULLED. PRODUCT 3 4• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER $ LOADS TO THE STRUCTURE. = 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETARS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. • B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLOC. CODE - SECTION 2003.&4. MULLION & CLIP NOTES: CLIP rHORIZONTAL MULLION GLAZING 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET PRODUCT 4 OF 10 FOR DETAILS AND NOTES. S l + REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS GLAZING GLAZING z z 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS PRODUCT PRODUCT 0 3 + w ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS VERTICAL 3 a F MULLION ANCHOR/CLIP � � 3 w1 W2 0 MULLION SPAN WIDTH (W) = W1 + 2 W2 a 9! m� y 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET w 4 OF 10 FOR DETAILS AND NOTES. S 30 y + REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS z z 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS Q v 6. 7, S, & 9 OF 10 FOR DETAILS AND NOTES. + w ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 a F a u � � 3 w 0 0 a 9! m� y w S 30 y z z Q v aI V a F a .zr w . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . -� 2 X 4 L "PtCAt. • • : • • Imo• • • • 1.732 2 , L--4�D STD. TUBE MSW FRAME • • • 2 ul uoN i • i • • i 2X MULLION CLIP • I 6063-T6 Lo 1.000�•I .156 A>D NOTCH 2' GADO - I:QS2 L188 1.062 1.166 4062 �•4• OPTIOAAL 2 X 6 V72.070 1 X3 1 X 3 1 X 2 1 X 2 STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION GOWN -T6 6063-T6 6963-T6 6063 -TB lux: 1.000 in4 Ixx: 0.950 in° Ixx: 0.370 in Ixx: 0.330 in° Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 in3 (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRpME). a a i STANDARD TUBULAR SHAPES :I TYP. WALL = .125' ALL 2.000 li ALLOY - 600-76 I.00D� 12^a 7S0 r I li II GLAZING PRODtICT IX MULLION CLIP SOBS -T6 4. 1A NOTCH OPTIONAL a a a a 1. NOTCH ormoNa. .ISS 4SN. z.o00 ANGLE CUP 2.500 SM -T6 IBM V�2000—+1 3.000-I 4=-1 � Iui ! +u1 ! IUl 1 X 4 1 X 31 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION TYPICAL GLAZING PRODUCTS 2 X 6 6963-T6 G063 -TW eD63-T6 HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in4 Ixx: 0.950 in` hat: 0.330 in4 STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.6334�� t $e330 ins SEE W TENS OR DOOR APPROVAL FOR 8063-T6 W6N-T6 8411ig STT FASTENERS S12i5 AND SPACING Ixx: 8280 in° Ixx: 2.980 In! AaweN Sxx: 2.760 ins Sxx: 1.490 'ui CLIP LENGTH MULL L. 1 X 2 1.668' 1 X 3 2.668' 1 X 4 3,688' P X 4 3.688' 2X6 5.688' CTANG R MINU TRmum INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND FOLLOWS.THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT eeeeep0 ;..�;� AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ®o®�''•• T�1 DL�ERMNJE BOB" LOAD REQUIRED FOR PARTICULAR OPENING. .ter • , COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. �- STEP 2 O AREQUIPPROVE NTESD OLAZNG PRODUCTS 4EETMC A60YE LOAD owuc STEP AP �AL CROS TO MULLION AS PER PRODUCT NOTES: SLP 4 SPECIFY mAxwm sHd sPacmm 1. REFER TO THE GENERAL NOTES ON SHEET t. ALL CUPS AND ANGLES ARE TO FIT u� CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. SNUG INTO TUBE MULLIONS. STEP 5 STEP I ABOVESIGN NG MORE THAN DESION LOAD 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 2. WHERE ANGLES ARE NOT FlT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. INTO TUBE MULLIONS, SEE OPTIONAL �� ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 Of 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ASNE. ARRANGEMENTS OR STACX CONFIGURATIONS. . . ... . . : ... .. .. . . . .. .. . MIN EDGE DIST 5/16 TAPCONS i/16" CONCRETE OR 1-3/4• uw. Eu6E0 mm MASONRY 3-3/4" ". HOLLOW...BLO ,r .__ �.. a TOTa.S'..d� + .� _..,MIN.._.._....... w \z �z .. .'1' 1 ••�� :T' M� CLIP LENGTH 7hliTld ,,... ,mk.pLp , 1 x 2 Ibee • 1 X 3 2.688' • 1 x 4 3.688' 2 X 4 3.6BB' 2 --X6 5 688• 0 000 000 *so 0 00 000 :08 :00 o0e 2 -7/16 1 11 1 • • • • • • .. • T MIN. 2.4 m 2.6 Mull 1 1 I I 1. ALL CLIPS AND ANGLES ARE TO ilT • • • • • • • i 1 1 I I I SNUG INTO TUBE MULLIONS. • • • • • • • • 2 x 2 x i a' i i �j ALUM 2. WHERE ANGLES ARE NOT FIT•9NUG • • • • •.• •• I L i INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10: 14 S.M.S. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ CHANN0. WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER MIN. EDGE DIST. ------ --- 2-3/16" CONCRETE OR 4" HOLLOW BLOCK #12 F.N. Sj&sL 1/B° THNG ALUM CAWS" 2/ SIDE 1 LENGTH TO FR SNUG I I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES 6/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE 1 3/4" 14 4 A 2 X 2"' 1 6' ALW .. •. fi •.T ; : Nj AS SHOWN TO ALLOW INS,ALU ao . OF CLIP ANGLE _.�. _ , 4 • CAULK JOINT AFTER ASSEMBLY OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK MULLION THIS SCREW CAN BE ' ED INSTALLIN EITHER 112 FN SMS 1 "Ell" qjp IA 1 2 PER CUP 1 W dW 1' 0.C. MIN. 1 1 I 1 j 1-3/4' X 2' X 1/B' (FOR MY TTUUBBEE)) 3/4' X 2' X 1/6' FOR (16Y TUBE1 ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG ll INTO TUBE MUWONS.pirednA11r1§� TAPCONS MAY BE HEX OR FLAT HEAD. _ - -M- a a a 9 \�\ W O OD O N W ppt 07 lT Oi lT O N A N G� (it to 4t t7i N tJ f7� t71 O tr !N pt N (fl 01 N OI Vt OI to x N Fu:� w W pip P pp oP! ¢io ppp p WtDCi' C •p p p�'pp op Popp X p fig O O G O O O O C O O 9 O O O 0 O O C O Q A � J N .o 0N0g0D07 00fn N t!� otCL71 fn 7f� cpn+ 7f1 GtM tt,7� ttl (7� HT1 Cn of tl'9 tl� to p� t7Y ? OpO p pPppppppppppp pp0000000 00000t00000000o0O 0j� Opp00go 0o opodc}oX> f I/ ,p�yy p p W t� aW iy7T'. 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' M—e..t LAO -ML -1001 s"- 3 of 10 Ri0O101"-r ass 2X MULLION CLIP 6063 T6 0 .750 -.:1 1-- . -14 If .. 1X MULLION CUP 8083-T6 NOrcH OPTIONAL a o a a NOTCH ''jjI OPTIONAL • I �M F125 MW. . . ... . . . ... .... . ...• .• . • • ••• • e • • A. aes T.9D0 OL wo. 4m nsz .ems t:.- ••.125Iq • • ••4.0110 115 2 X 4TYPICAL 4,00036 D BARB MULLION WINDOW FRAME •.1B6 i X 3 lafie iTD. TUBE 1 X 4 1 X 4 STD, TUBE MULLION 1 X 3 Ml�LL�lt STD. TUBE MULLION 1 X 3 6063 -TO CUSTOM MULLION CUSTOM MULLION 6065 -TB CUSTOM MULLION 6063-T6 (A763-� 8063 -TB Ixx: 2.168 in° ° Ixx: 2.218 bI° Ixx: 4.709 1.in. � Ixx: 4.709 in4. Ixx: 2.168 Sxx: 2.355 in3 Sxx: 2.355 k Sxx: 1.445 kSxx: 1.445 in� Sxx: 1.479 111! - (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) STANDARD TUBULAR SHAPES 8-01111 -TYP. WALL - .125' ALL ISe9 ALLOY - 6083-T6 iii TYPICAL GLAZING PRODUCT -3.000--i 4AD0 I• MULLIONS CONTAININ TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL 2 X 4 I X 2 1.688• 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5,688' III ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. UP ANGLE C 2. WHERE ANGLES ARE NOT FIT SNUG 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. INSTRUCTIONS: PRODUCTRBVISW IscomPb'mS aammuft BeBdin@'CnN Dwe 7 Exyypliaiion i/ MINA a�PTOHl9sL RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 2 X 6 2 X 4 e0®fig �Nw•••oJ STD. TUBE MULUON ATO. TUBE MULLION BOW-% 6083-T6 AND CAN BE USED WITH ALL LAWSON'S MIAMI -DARE Ixx:19.648 in� but: 7.649 in4. > USE APPROVED GLAZING PRODUCTS MEEM ABOVE LOAD Sxx: 6.549 in� Sxx: 3.825 ink INSTRUCTIONS: PRODUCTRBVISW IscomPb'mS aammuft BeBdin@'CnN Dwe 7 Exyypliaiion i/ MINA a�PTOHl9sL RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY e0®fig �Nw•••oJ L DETERMINE DESIGN LOAD REGUIRED FOR PARTIcuLAR OPENING THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DARE ®m0�,sa0•VO°e LL > USE APPROVED GLAZING PRODUCTS MEEM ABOVE LOAD COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. ;gam . O REOIOREM£NTS. IUSE CONNECTION TO MULLION AS PER PRODUCT APPROVNOTES:4c I I SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET USING CRAM ON SHEET S OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. % I WITHIN DESIGN I ABO E. MORE THAN LOAD 2. MULLIONS MAY BE ORIENTED VERTICALLY OR �I�oso '•••. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL. MULLION T MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE, ARRANGEMENTS OR STACK CONFIGURATIONS. •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Width w MULLSPAN 1X3 1 X 4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X Idth w ULL PAN X3 I 1X4 2X4 2X6 _ .18 __ .._m. s -a 38-318" . -150.0.- 150:fY.� _ 150ai�.. _.15trD 74-114" - 5.. D _75a.0i • • • • • • • • • 120" • •• • 0 • 0 • : •• 0 • 0 • • • 0 • i04.0 B5.-7 150:D�.A 24 150.0 150.0 950.0 150.0 24 139.5 150.0 150.0 1 .0 • 20 3.0 71.8 116.6 150.0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0* •30• X8.4 57.4 93.2 150.0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150: • 36 0 261.0 • 47.8 77.7 150.0 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 48 150.0 150.0 150.0 150.0 48 68.7 150.0 150.0 150.0 48 16.5 35.9 58.3 149.7 64 150.0 150.0 150.0 150.0 54 62.0 134.8 150.0 150.0 -to 31.9 51.8 133.1 60 150 0 .0 150.0 150.0 150. 60 55.8 121.2 150.0 150.0• 4800 • 28.7 46.6 119.8 66 950.0 150.0 160.0 150.0 66 50.7 110.1 150.0 150.0 26.1 42.4 108.9 72 78 150.0 150.0 150.0 150.0 ri50.0 72 48.5 101.0 150.0 150.0 •72• • 23.9 38.8 99.8 160.0 150.0 150.0 78 42.9 93.2 150.0 150.0 8 - 22.1 35.9 92.1 16 60-6!8" 150.0 150.0 150.0 150.0 16 84" 128.4 450.0 . -150.0 150.0 18 132" 33.1 71.9 116.8 150.0 24 30 950.0 150.0 150.0 150.0 24 96.3 150.0 150.0 950.0 24 24.8 53.9 87.6 150.0 150.0 150.0 150.0 160.0 30 77.1 150.0 150.0 150.0 30 18.8 43.1 70.1 150.0 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.6 35.9 58.4 1 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.6 50.0 128.5 48 150.0 150.0 150.0 150.0 48 48.2 104.6 150.0 150.0 48 - 27.0 43.8 112.5 64 150.0 160.0 150.0 150.0 64 42.8 93.0 150.0 150.0 64 - 24.0 38.9 100.0 60 150.0 1 150.0 150.0 150.0 80 38.5 83.7 135.9 150.0 60 - 21.8 35.0 90.0 66 147.7150.0 150.0 150.0 66 36.0 76.1 123.6 150.0 Be 19.8 31:8 81.8 72 135.3 150.0 150.0 150.0 1 72 32.1 89.7 113.3 160.0 72 - 18.0 29.2 75.0 78 124.8 150.0 150.0 150.0 78 29.6 64.4 104.8 .150.0 78 - 1 16.6 26.9 69.2: 18 67 150.0 150.0 150.0 150.0 18 96 86.0 150.0 150.0 150.0 18 144 y�4 25.5 55.4 89.9 150.0 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 87.5 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 54.0 138.636 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 45.0 115.542 150.0 150.0 150.0 150.0 42 36.9 80.1 930.1 150.0 42 38.5 99.048 150.0 150.0 150.0 150.0 48 32.3 70.1 113 8 150 0 48 W15.333.2 g , _- a�:0-, 3- x19. r�.� = z5e ., �: � :.,.. � 6rI -• 9a sa tt�� 66 72 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 24.5 63.0 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 78 94.8 50.0 150.0 150.0 78 19797-43.1 70-.D 150.0 78 20.8 53.3 18 63" 150.0 150.0 150.0 150.0 18 108" 60.4 131.2 150.0 150.0 98 960" 22.6 49.0 78.6 150.0 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 160.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0 160.0 150.0 30 36.3 78.7 127.9 150.0 3D 29.4 47.7 122.6 36 150.0 150.0 160.0 150.0 36 30.2 85.6 106.6 150.0 36 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25,9 56.2 91.4 150.0 42 21.0 34.1 87.6 48 114.2 150.0 150.0 160.0 48 22.7 49.2 79.9 150.0 48 98.4 29.8 76.6 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.11 150.0 64 16.3 26.5 68.1 60 91.3 150.0 150.0 150.0 60 18.1 39A 64.0 150.0 60 23.9 81.3 66 83.0 150.0 150.0 150.0 66-. 16.5 35.8 68.1 147.0 86 21.7 55.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 78 70.2 131.4 150.0 150.0 78 30,3 49.2 124.4 78 18.4 47.2 Wt 1w2_ , MULUON TYPICAL MULLION ARRANGEMENTS NOTE L MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED !1 cu¢+Nc GLAZING' VERTICALLY OR HORIZONTALLY. PRODUCE PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wt + w2 I- MU ON SPAN 2 wh9the Ftmidll VERTICAL MULLION O h 65 M t0 :3 m CS �o S � z GLAZING GuzING $$° PRODUCT PR0= D d E Wt 1w2_ , MULUON TYPICAL MULLION ARRANGEMENTS NOTE L MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED !1 cu¢+Nc GLAZING' VERTICALLY OR HORIZONTALLY. PRODUCE PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wt + w2 I- MU ON SPAN 2 wh9the Ftmidll ra e O O h 65 M t0 :3 m CS �o S � mm -CA $$° z 0 c QQ 9 o d iA o (+) C 'a w a a w �Ea a o ra . ..•. . . .... S/ 6- TAPCONS MIN. EDGE DIST, 1 1/4" MIN. 1-1 2- MIN. WOOD PENETRAWN 5/18' TT%GONONS 2-3/76" CONCRETE OR e / t 1/2' MN. WOOD PENETRATION EDGE DIST. $, R._fi4!2,SL 9a I! H i S ).. „ „ �I a1FJx,aNcuE., 4 ... DLLDW ,BL K y ! .. !_ % ..�_ ...,16- T. ' ...�,..•...,. .__ • • � •�%i'G"'Y/�ian3:"i • •• • s/Is• TaecaNs o 1-3�4 I.N. EM�EO -j7- • • 03/4- MOM INTO MASONRY 3/4" • PEW CL@ (28ON • • ... 2 PER ANGLE m m C MIN -.-•—• z iv • 1 ! ..-7-7�z . I,• I.� m � 1 �� I I M� Mg 4v• W (� O II II {I I{ •• •• • • •• •• z v R011 ?g� II 11 II tl � • II •II •• • • 11 I{ � 2 q 7-. { I i t 2 X 2 x t 2 7/16- It /16' • • II •�{ • • • • j l f l w x v O ----------- -------- 1 I% FLOATING CUP , I 1 I ALUM ANGLE MIN. • • b • µ II • • •. • • • 11 1 j W x _ N I 1 2 BY I I .. U U SzX - _. I BY - - a _ - - • { . WORM BUCK I I 1 1 C - 1 WfMO BUCK i" -�� LIP { 2�uXM2 % 1 I U U . Ca 1 I 1 1 1 I � E 3/4" MIN. 5/16' TAPS A CHOR TYPE 'D' INTO BLOC EDGE DIST. 1-1/2" WN, WOOD IP� TroN ANCHORS TYPE 'G' INTO CONC T z 4 ANCHORS THRU 1X BUCK ALLCLIPS AND ANGLES 0 FIT SNUG INTO CONCRETE OR BLOCK p Q z INTO TUBE MULLIONS "d 1 \z F 1 TAPCONS MAY BE HEX O & 2x4" MULL �dl FLAT HEAD. „ MW. EDGE DIST. tt i 2-3/16° CONCRETE OR T i I I I I 4" HALLOW BLOCK 5/16' TAPCONS 5/16- TAPCONS Z / 1 II II1-3/4NW. - a ED MOL EMBINTO MASONRY I 1 2 BY I I 11 2 X 2 x 1/8- 2 PER C1.I(1 ON 1 PER ANGLE F. ._ - YVOOIs, DUCK. . a. I 11 AWANGLE- l •. _ . r - ae . ' . ' _,_w •+vY+.i^::.� ' . _ S4".'@=°?I,'c.FYS!w�cr5_.:7c'.Tr'..tts.±. I1�}rt3z1I _o-.rz.:r_- _AINLTLO CTLUI BE MUDLLAIONNGS. ATO FIT _ SNUG.. - _... . a g• -W-am34."A ALTERNATE ANCI-m LOCAWN OR FLAT HEAD. or _ �. I a ' 1 .• . g •[! s ANCHORS TYPE 'A' u n n u 2 ANCHORS INTO WOOD Illy 2 x 2 X 1/8' -------- '. IX FLOAIRNO CUP 5/16' TAPCONS N 1- I 11�OD BUCK i Li U ALUM ANGLE m 1 1/4' MIN. 1-1/2' MN. W= PENETRAMON 1-1/2' MBI. WOOD PEENE'((PATIMN E E D T. 4 PER CUP (2 ON FAC= WING) 2 PER ANGLE I 1 I t I 0 z ANCHORS TYPE 'C' (INTO BLOCKS a �z z ' �`• ..:' �z ANCHORS TYPE 'F' (INTO CONCRETE) `do 2 ANCHORS THRU 1X BUCK ee�x��,�' ��alee�os r 1 I INTO CONCRETE OR BLOCKit I ��qq eo�og,°.•°'« '••..ry/�me�� ` 1 I I I pQ o AZ '. o ji i` li ii p C' O •----__-- '1'.'.=,.'' FX2 [B' e i >t3 •;2 Md �' i TL.T,.NG CLIP U l I ALUM ANIRk 9 ; i 4 m 1 I WOOD BI1CK 1 1 1 I 0 1 PItODUCf RBV[SiD y •° p }. qp I r 1 I 1 I o 1 as eomPlYe18 vri@It11e FMR o iQ I 1 1 I Dffie ANCHORS TYPE 'B' ALTERNATE Tay ° ee 4 ANCHORS INTO WOOD ^"'�R LocaTwN d . . ... . . . ... . . . . . . . . . . MIN. EDGE DIST.MIN. EDGE DIST. 2-3/16" CONCRETE OR 1-3/4- mrT DOM INTO MASONRY 2-3/16" CONCRETE OR sa "'4 NdLCOdJ BL fC PEW'C't' rAacoNs 4 - LLOW -BL • • • • • s/u' TwCoiRs • • 5/10- UPCONS c 3 1 4" t-3/4' MN. EMBED INTO MASONRY• • fi/ate 1•N. EM{EO INTO NWOW • W3/.' UN. EMBED INTO MASONRY O MIN. T PER ANGLE 3/4 • • • • PER CLIP d2 ON• • w WING) • • • • 2 PER ANGLE m Q ..:-� MIN .• • ,r.,,• • • 1O •+w &0 z ' °• • b \ Z °� ' b • �' t.• a` • `t' . 6' • '•. i•�, to q � V M- \Z •b• o z �t. � t�:: .t' •:t. 1 et• '•T M� •I t' '9, �.T- t. OC Q W II II I I t • • • • • • II •I� • • • • • II •I • ii ii oo= o yt� 0p li 11 CONCRETE\0. it it • • • • • II •1 • • CONCRETE OR I I 11 i IL , d O CONCRETE OR IL_�I CEMENT BLOCK li it 2 X 2 X 1 R' IL_t! CEMENT BLOCK II t� 2 % 2.X��1� [8 ZZ, O 1 ----__ CEMENT BLOCK ' - I I 11 ALUM __ ___--„-� .� ANGLE 1 V I I I FLOATING CUP LI LI N 1 2 7/16 FLOATWG CLIP 1 I u u �AJJJM L I I 1 1 1 I I \ 1 I 1 1 1 I MIN. i 1 I I I j r a 1 I I 1 I 1 I I 1 I I 1 .7 3 1/4" rr• MIN. MULL t •. �• •'f.:.. fOIJt °'•"P ANCHORS TYPE 'C' (INTO BLOCK} ANCHORS TYPE 'D' (INTO BLOCKS 1 u + ANCHORS TYPE 'F' (INTO CONCRETES ANCHORS TYPE 'G' (INTO CONCRETE) 12 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \ 1"X4' & 2"X4" MULL x N______--_ 1 ALTERNATE I 1 ANCHOR LOCATION WILL MULL >�Js�Lg=iaafilr:+-wtiFt ,dv_ I'?%.1�..errtquS77a45drbrni^.', ',T_�nwz4FCcrx:+�w_°c�..tiW.°�"�'N'RY4_ e_ aF T' -. _ ._�..'Na �nw�ap•{Z- _ �� a'3� =X9+...73°'_".._. :•�°. 7ar1?`�Y jr----------" '1 '------------- ' _ w II = If-71 N CONCRETE OR gg CEMENT BLOCK li it g 5/16' TAPCOtS ' • ^ . ..t:. '• b ' 1-3/4' MPI. EMBED INTO MASONRY •' • - S/1ST TAPCOt'S I 2 PER CLIP (1 ON EACH WING) 1-3/4` MIN. EMBED INTO MASONRY a g $ 1 I I I 012 SIRS 4 PER CW' (2 ON EACH WING) ' 1 1 1 I 2 PER ANGLE I t 1 1 1 1 —L---- --- 1 h rILZ�• i 1 i i o� 0000°° is !•13 f e`zthA Be 1 1 n 11 u t 1 tl� !I II �'�LO U. 6'•. v� ALL CUPS AND ANGLES TO FIT SNUG ryj t� O Pl. 1NT0 TUBE MULLIONS. ` A ... TAPCONS MAY BE HEX OR FLAT HEAD.i�n,o�n..�� W a • ' :l YN6ML-F REVISEDT � ��• �� ••�Z' ":•tl ••. as coutplylRs wifhlheI+lpii6�, M : Ji- • EuFldiuS Coda o �o et Y9 ®• •°'• • CUPS OR ANGLES CONNECTED DIRECTLY i0 MASONRY TO BE PROTECTED AcceptAnooNo • 1-3/a' Mw. EMBED IND M ,roNRY WATER-WHITE METHACVATH ALKALI SRYLATE IACOUERTANT GS. SUCH AS BITUMINOUS PAINT OR Y CoA ��000l�.Ilt1j1°`�� 0 00 1 PER ANfYE Miami d A MIN. EDGE DIST. /16" CONCRETE OR »..,:s/1jr-TAPCaNS.__. .r,«..._ MIN. 1-3/4- MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH VINO) y;:. �'', ..•'a j �.::: CLIP LENGTH MULL I "L" 2 X 4 1 3.688• 2 x 61 5.688' 2X6 MULL �raaur� nom, . .. . . . .. . ... . . . . . . .. .. . . . . . . ... . . MIN. EDGE DIST. ro 'o � 2-3/16' CONCRETE OR O O t0 -.4" FOLLOW. 1<._..!- - O �C x C z •• jpm H 1 o ° z -g •• • 3 I PER CUP (2 ON EACH WINO) o O EEa ro 'o � O O t0 O �C x C z jpm H o ° z i � � • 1Br • • • 'Maid � � � c 2X6 MULL 5/16- TAPCONS iv - 0 WOOD BUCK j 6 PEERRCLP EMBE2 OND MASONRY d 2X6 MULL 5/16' DOCONS - q --------------------------�j ( WING) Q 1-3/4- MN. EMBED INTO MASONRY � W x � ---- ; 1 3/4' 4 PER CUP (2 ON EACH WING) 1 I MIN. - ---------------------------- 1 3/4" MIN. 3/4- Q + F�1>'`� rs.'�'�'€_�•A`��:f'"�'N�4c-�`+$!,7 tutu. 3-3/4- MIN. 5 11/16" 2X6 MULLp, CLIP LENGTH 2x6 MULL c Q - W aao MULL nLe a a 2 X 4 3.688' Gam----------- (� e o 2 X 6 5.668' "' `• � z � � ? z�z ` ._ _ .. w. '.LP'a'U`x`acr."''9°in_'�1`.4PNa3'K.°%J'4_-...-� e•rA¢.**.'ETtt.�z; ,..., il'dtT[,'"-3�'c3tL'..--''rFZ6ytT:rzw.:!,?'i_"iYefS:__-. _ ..._'+•.s9.s.:_-:�tma�3fi�ac`E?.?. :s � • i. t � p�pi ao w i • •`i .i 6 O O ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) m INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE WOOD ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FAT HEAD. 4 ANCHORS THRU 1X BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CLB�S DR ANGLES CONNECTED D62ECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2"X6" MLU_ SHOWN 2"X6" MULL SHOWN WATER -WHITE METHACRY AJE LACQUER. PRODUCT RBVIS6O as comolvilX 1rNhgW F�d86 1,,,fe +Hsl10, 1131181w1r,a"'a$'s �4 so Ir{{, 9� 9idB3IB�SSSS1&8gd f3 FRESH N �� E7YA&�ffi8��g8ffii �a�Es gjAj§jgssgjgjgj§jgjgs"s'�g 0 Po,,`1 Ig"U �8'waEsBgg�0gggggggmg$ggg��ggsgggg�ggg€3ggn R �gggggggggggggg+jgg9ggEsggggg§€3ggffig�g= Z „'$c�E4ffiEBc�$ggg�,�9$�3iSggl��sot3'J�BffiZ�B$ R(d£ffig&E4ffi8�— R'nCALMUWO ' fin`IEEE$��:i �9"m�$"E!$$�6ffiE4S'�81�ffiffi$�tPi(di2am�n�ffiE3$$RiffiE3`S"m• SPAN W2 W1 fJi A W N — D 4 .gyp ' z zzx moo 2 'a>p��S£3d dvR'mpmuuW1121 �40�m2I13pdffiSS$ioE4EIYEyBSdE�K'ffiEBESm D < m rm'1 to A A -j 00 0 ' ,0�=N o�C@1HS�dU69P3RVS��jF3fj��iffi�$g�dg��I�ffiE�ffiE3�1'giD$<o8ffi✓$`e11g�ao 1 O Zn 0 Zm'o' Z,m -i E3 EE18£S$Hn�ffig d$;a8$�ffi"19��£�E"�ER1ffi��;E�ffiSR°IE;2l�Pd$9S gr n Uu o a .y v N m s o0�rnyao y E3$ffifRJ�Rgggbg$ .�9!'2'gi3 '$ &E9 `ofBfSBmYd88�bn�o�ffi��8a3s�ffib&�o Z' UnOr; ' Z�=C m(D0 g gggA �g�gffi ffigsis g g g�xA� gggggr�mm� ;; =��O�AA� k1asU�aE;®efa� � $.'�883J® � �tomlaE3�® �o g$E9$21`0l� O� � On A1z ozjz�o E38ffi�ffi8gq&gg6 �-R8Ro,gffigg;s a aa6�,Y3�gggall ffig� a mm �gg88g�' gPD�tn AE��g� g��g�_ g �gg� �Aegggggg's� 99999 _� zD o;00 -0 $$8;°JF'�E88gffi�> iffiff�88gdgTIM 8 �Bffoklg�iigii$89 �g — o m m i rrj*p0mUnmA o z� 2In�E1ffi$$s88Ng� g>$$$($8��51�$;F�$StGffiEI�m��ffiffi$Ot@ffiEisNm Z m • • c� + �� 0000 • � �� i'; $ k3 0000•• l� •• � )ATE 10009D0000�00000000000900000000A0�09090000J�0 3 � trr E3ffiE PRO 8 k bb225 z •;'� x«� •p• - N c YE OF R ti®� Qe2: vos`s®®FIAb.�pe0�, ate' Ba EF )ATE 10009D0000�00000000000900000000A0�09090000J�0 1000000D00��0000�00000000009000�0a��1000��8��0 000D000800 00000000000000000000a00000408�0 00000000000.000000000000000000 00000000000 00 :' 00000900000 00000000000000000000000000000A0 s, 000000000000000000000009000009000000000000 �009000000�000000000�000000000000000000001 '000009000��00000000000000009000000000�0000 p0 0�00�00�0n�000�000�0000��00��00000�0�0000 ��___ rA WSON MEDLEY, FLORIDA 33166 PH No. (306) 696-6660 MANUFACTUAER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS � CWP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES i LAW -MIs -1001 10 OF 10 ,A- • • • 0000•• 0000• 0000• 0000•• • • • 00000• •0000• • • x. MIAMI DADS DEPARTMENT OF PERMITTING, ENVIRQ AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicab] materials. The documentation submitted has I Product Control Section to be used in Miami Having Jurisdiction (AHJ). This NOA shall not be valid after the expirati Section (In Miami Dade County) and/or the, to have this product or material tested for c perform in the accepted manner, the manufa immediately revoke, modify, or suspend the f reserves the right to revoke this acceptance Section that this product or material fails to to This product is approved as described herein, Code, including the High Velocity Hurricane DESCRIPTION: Series "PW 4200/ 6200 F APPROVAL DOCUMENT: Drawing No. l Fixed Window", sheets I through 5 of 5, date Thomas J. Sotos, P.E., bearing the Miami -Dai Acceptance number and expiration date by thi MISSILE IMPACT RATING: Large and LABELING: Each unit shall bear a pi model/series, and following statement: noted herein. RENEWAL of this NOA shall be considered no change in the applicable building code negi TERMINATION of this NOA will occur aft in the materials, use, and/or manufacture of th, of any product, for sales, advertising or any of to comply with any section of this NOA shall' ADVERTISEMENT: The NOA number followed by the expiration date may be disp displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA A distributors and shall be available for inspectic This NOA revises and renews NOA # 07-051 E-3, E-4 and E-5, as well as approval documer The submitted documentation was reviewed b, AND REGULATORY MIAMI -DADS PRODUCT CONTROL IN 11805 SW 26 Street,; Miami, Florida 3;' T (786) 315-2590 F (786j les and regulations governing the use of constrw i reviewed and accepted by Miami -Dade County le County and other areas where allowed by the Loom 208 175-2474 315-2599 date stated below. The Miami -Dade County Product Control I (in areas other than Miami Dade County) reserve the right ity assurance purposes. If this product or material fails to -er will incur the expense of such testing and the 4HJ may of such product or material within their jurisdiction. PERA it is determined by Miami -Dade County Product Control the requirements of the applicable building code. s i has been designed to comply with the Florida Building rrlArtUaaUE COuntrr : fly)''. 4f Frame" Aluminum Fixed Window — L.M.I. 1 6200-1201, titled "Series -4200-6200 Flange Impact 1/12, prepared by manufacturer, signed and sealed by arty Product Control Revision stamp with the Notice of ni-Dade County Product Control Section. a Missile Impact Resistant ."' 9 . .9* I with the manufacturer's namb"Io$o, city, sta County Product Control Apprewe1, unles9 oil 1 6069.. . sr a renewal application has beerofiledand themeW 80 ely affecting the performance of A],s rpduct., . , re expiration date or if there has bee*m % *rovisien or- oduct or process. Misuse of this Wje4s an endors purposes shall automatically tertflinatelhis NLIA.l rause for termination and removal of -AOA. xded by the words Miami -Dada County,. AQ9T' ,d in advertising literature. If any portion of the 6666.. 6666.. n 6666. 6666. Vie...... It • ,e 6666.. 6666.. and # is e provided to the user by the manufacturer or its the job site at the request of the Building Official. and consists of this page I and evidence pages E 1, E-2, rationed above. s :nuel Perez, P.E. NOA No. 1210307.06 iratlon Date: August 2, 2017 Approval Date: May �4, 2012 O Lawson Industries, Inc. A*_ DRAWINGS � r' L. Manufacturer's die' drawings . d sections. 2. Drawing No. L4200-6200-1, titled "Series -4200-6200 Flange Frame ImpE Window", sheets 1 through 5, dated 02/21/12, prepared by manufacturer, and sealed by Thomas J. Sot i. P.E. Fixed B. TESTS 1. Test reports on: 1) Cyclic W1 `d Pressure Loading per FBC, TAS 203-94 2) Large Mid lie Impact Test per FBC, TAS 201-94 along with marked -up drawiand installation diagram of a fixed window, prepared by Hurricane Engineering &'" i' sting, Inc,, Test Report No. HETI-12-4010, dated 03/05/12, signed and sealed Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic W Pressure Loading per FBC, TAS 203-94 2) Large Mie Impact Test per FBC, TAS 201-94 along with marked -up drawi and installation diagram of a fixed window, prepared by Hurricane Engineering & resting, Inc., Test Report No. HETI-11-3363, dated 03/05/14 signed and sealed'1ItAafael Droz-Seda, P.E. 3. Test reports ) clic on: 1 C W F Pressure Loading per FBC, TAS 203-94 P Y ��`. g p E 2) Large Mile Impact Test per FBC, TAS 201-94 along with marked -up drawi t ' and installation diagram of a fixed window, p spared by Hurricane Engineering & testing, Inc., Test Report No. HETI-09-2614, daied 09/04/09, signed and sealed Candido F. Font, P.E. 4. Test report on 1) Uniform St 1c Air Pressure Test, Loading per FBC, TASK ;,;_94 along along with marked -up drawi ' gs and installation diagram of a fined winddZ;pared ..... by Hurricane Engineering &r� :fisting, Inc., Test Report No. HbFI-69-2613-da ed - • 09/04/09, signed and sealed Candido F. Font, P.E. 600:66 • • 6060 • • 5. Test reports on: 1) Cyclic W d Pressure Loading per FBC, 0AS 203-94 2) Large Mi le Impact Test per FBC, TAS 2Q .14 ; ... rk • • along with marked -up drawi g and installation diagram of a £i window, pr' pared. %.' by Hurricane Engineering & 'rstin Inc., Test Report No. IIi�41 9-26 2 d&d .... • • P 09/02/09, signed and sealed Candida F. Font, P.E. :":': '. 6. Test report on 1) Uniform St IiAir Pressure Test, Loading p.er FTC, T e494 along with marked -up drawi 'g s and installation diagram of a Madd:Lvindow, o�epared' • .. by Hurricane Engineering& fisting, Inc., Test Report No. HETI-09-2614; dated 09/04/09, signed and sealed1y :Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wt Pressure Loading per FBC, TAS 203-94 2) Large Milne Impact Test per FBC, TAS 201-94 along with marked -up drawiis and installation diagram of a fixed window, prepared by Hurricane Engineering &w ;sting, Inc., Test Report No. HETI-09-25$6 dEted 07/10/09, signed and sealed ' Candido F. Font, P.E. �.1/Irs , . A G A K —W i/L ti ManuelPetr E. Product Control E a iner NOA No. 1Z- 07.06 Expiration Date: AugustP22, 2017 sl Approval Date: May�24, 2012 s; i3 d �j tl Lawson Industries. Inc. 8. 9. 10. 11. 12. 13. 14. 15. Test report on 1). Uniform St along with marked -up drawn by Hurricane Engineering & 07/10/09, signed and sealed 1 Test reports on: 1) Cyclic W 2) Large Mi,. along with marked -up drawn by Hurricane Engineering & 07/10/09, signed and sealed 1 Test reports on: 1) Cyclic W 2) Large Mi: along with marked -up drawn by Hurricane Engineering & 07/10/09, signed and sealed 1 Test report on 1) Uniform St along with marked -up drawn by Hurricane Engineering & 07/10/09, signed and sealed 1 Test report on: 1) Cyclic Wij 2) Large Miss along with marked -up drawn by Hurricane Engineering & 07/10/09, signed and sealed 1 Test report on: 1) Uniform S along. with marked -up drawn by Hurricane Engineering & 07/10/09, signed and sealed' Test report on: 1) Uniform S along with marked -up drawi; by Hurricane Engineering & 01/30/03, signed and sealed 1 (Submitted under NOA# 06 Test report on: 1) Uniform S along with marked -up drawn by Hurricane Engineering & 01/30/03, signed and sealed' (Submitted under NOA# 06 D Air Pressure Test, Loading per FBC, TAS 2( and installation diagram of a fixed window, I ;sting, Inc., Test Report No. HETI-09-2585, d Candido F. Font, P.E. . L Pressure Loading per FBC, TAS 203-94 :e Impact Test per FBC, TAS 201-94 i and installation diagram of a fixed window, F ;sting, Inc., Test Report No. HETI-09-2584, d Candido F. Font, P.E. Pressure Loading per FBC, TAS 203-94 IP Impact Test per FBC, TAS 201-94 and installation diagram of a fixed window, I ;sting, Inc., Test Report No.,H19TI-09-2582, d Candido F. Font, P.E. r. Air Pressure Test, Loading'per FBC, TAS 2( 3 and installation diagram of a fixed window, I ;sting, Inc., Test Report No. HETI-09-2581, d Candido F. Font, P.E. L Pressure Loading per FBC, TAS 203-94 .'Impact Test per FBC, TAS 201-94 and installation diagram of a fixed window, I ;sting, Inc., Test Report No. HETI-09-2580, d Candido F. Font, P.E. *06 ic -- ic Air Pressure Test, Loading per F13C, TAS.2 and installation diagram of a & d window,; b ;sting, Inc., Test Report No. HET? -'09-257%6d Candida F. Font, P.E. 000080 ic Air Pressure Test, Loading p� FJIC, T4s -2 3 and installation diagram ofa £vml windam, I ;sting, Inc., Test Report No. H%3M34719, d Rafael Droz-Sella, P.E. :00:0: - �17.02) •••• is Air Pressure Test, Loading P#s FSC, TAS,2 3 and installation diagram of a fixed window; 4 Wing, Inc., Test Report No. HETI-03-1778, d Rafael Droz-Sella, P.E. ;17:02) .0000. 0000. 0000.. 0000.. 000000 Product Control �er NOA No.1 06 Expiration Date: August�22, 2017 -Approval Date: MayI24, 2012 E-2 Lawson Industries, Inc. B. TESTS (CONTINUED) 16. Test reports on: 1 Large Mls` a Impact Test per FBC TAS 201-94 p ): g p 2) Cyclic W' d Pressure Loading per FBC, ;TAS 203-94 R along with marked -up draw! and installation diagram of a fixed window, prepared by Hurricane Engineering &' Pting, Inc., Test Report No. HETI-03-1777, dazed 01/30/03, signed and sealed ,Rafael Droz-Seda, P.E. (Submitted under NOA# 06 '17.02) 17. Test report on: 1) Uniform S ITC Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up di s and installation diagram of a fixed window, p�epared by Hurricane Engineering & 'sting, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed 1Raphael Droz-Seda, P.E. (Submitted under POA# 06 7.02) 18. Test reports on: 1) Large Mi P Impact Test per FBC, TAS 201-94 2) Cyclic W ` `Pressure Loading per FBC, TAS 203-94 a along with marked -up drawi 8 and installation diagram of a full radius fixed window, prepared by Hurricane En gi ring & Testing, Inc., Test Report No. HETI-03477411, dated 41/30/03, signed and s , ed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06 .X17.02) 19. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wr Pressure Loading per FBC, TAS 203-94 k along with marked -up drawi� and installation diagram of an eyebrow fixed Window, prepared by Hurricane Eng' �aing & Testing, Inc., Test Report No. HETI-03'-1774A, dated 01/30/03, signed and sed by Raphael Droz-Seda, F.E. • • • • (Submitted under NOA# 0 .17.02) ' ...' ...... 20. Test reports on: 1) Air Infil tpn Test, per FBC, TAS 202-94--a • • • • • • • 2) Uniform is Air Pressure Test, Loading*fteUBC, TAS 212-94 "'••' 3) Water R 'stance Test, per FBC, TAS 202 -*34 • • • : • • • •: along with marked -up draw! g§ and installation diagram of a fire...d. Wlnd�V'v� Meparec-.... by Hurricane Engineering & ibsting, Inc., Test Report No. H&TI.02-12145,dated • •: • •' 04/08/02, signed and sealed 3' Hector Medina, P.E. • • • • • • • • • • ; • (Submitted under NOA# 06-`, 17.02) ' 21. Test reports on: 1) Cyclic W Pressure Loading per FBC, TAS Zd3-94 ; • • • ; • • • •; 2) Large Mid Impact Test per FBC, TAS 2©1'94 ...'. :"": along with marked -up dra 90, and installation diagram of a fixed winndo� p epared by Hurricane Engineering & sting, Inc., Test Report No: HETI-02-1158, &&� d 04/8/02, signed and sealed b I , lector Medina, P.E. (Submitted under NOA# 06,17.02) Manuel V=07.06 F.E. ProductCciner NOA No. Expiration Date: August�2, 2017 Approval Date: May24, 2012 '` E-3 i'1 Fi Lawson Industries, Inc. B. TESTS (CONTINUED) 22. Test reports on: 1) Air Infilti 2) Uniform! 3) Water Re along with marked -up drawn by Hurricane Engineering & 04/08/02, signed and sealed I (Submitted under NOA# 06. 23. Test reports on: 1) Cyclic W 2) Large Mi along with marked -up drawl: by Hurricane Engineering & 02/12/02, signed and sealed' (Submitted under NOA# 06 24, Test reports on: 1) Cyclic W 2) Large Mi; along with marked -up drawn by Hurricane Engineering & 02/11/02, signed and sealed ' (Submitted under NOA# 06 )n Test, per FBC, TAS 202-94 is Air Pressure Test, Loading per FBC, TAS ance Test, per FBC, TAS 202-94 and installation diagram ofA fixed window, sting, Inc., Test Report No. HETI-01-1193, Hector Medina, P.E. X7.02) Pressure Loading per FBC, TAS 203-94 Impact Test per FBC, TAS 201-94 'and Installation diagram of a fixed window, sting, Inc., Test Report No. RETI-01-1103, Hector Medina, P.E. 17.02) `Pressure Loading per FBC, TAS 203-94 iP Impact Test per FBC, TAS 201-94 and installation diagram of a fixed window, sting, Inc., Test Report No. HETI-01-1098, Hector Medina, P.E. 17.02) C. CALCULATIONS S, 1. Anchor verification calculaii ;s and structural analysis prepared by manuf� 6ti complying with FBC-2010, d tO4 03/01/12, signed and sealed by Thomagli j P.E. `r .. 2. Glazing complies with ASTM x`1300-04 • • • • • • • • �.g jr ..9... D. QUALITY ASSURANCE 0• • • •• 9999 0000 1. Miami -Dade Department of rmitting, Environment, and Regulatory Affairs 0000 ., E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 for their "DuPont SentryGh 2. Notice of Acceptance No. 11 for their "DuPont Butacite@ 3. Notice of Acceptance No. 11 Vanceva clear and color int 0000.. 0000 24.02 issued to E.I. DuPont NNelnours & Interlayer" dated 08/25/11, expiring onoG;hl 24.01 issued to E.I. DuPont DeNemours & 1 B Interlayer" dated 09/08/11, expiring on 1; 25.05 issued to Solutia, Inc. for their "Saflei tyers" dated 05/05/11, expiring on 05/21/16 0• 0900.0 0000• ?RA.).9 :99.99 9 999999 , Inv 000: .7. ,, Inc. 1/16. G, Product Control Em her NOA No. 1210307.06 Expiration Date: August F2, 2017 Approval Date: May 24, 2012 E-4 E _Lawson Industries, Inc. NOTICE OF ACCEPT gig F. STATEMENTS 1. Statement letter of conformcomplying with FBC-201 0, dated March 02, 2012, signed and sealed by Thomag Sotos, P.E. 2. Statement letter of no financi't, interest, dated March 02, 2012, signed and seal A by - Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07 516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Al 'iftunl Fixed Window* - L.M.i., approved on 08/02/07 and expiring on 08/22/12. If Product Control Fxf"l r NOA No. 12-0307.06 Expiration Date: Augus�22,2617 Approval Date: May, 14,2012 E-5 600 0000•• 000000 Li 00000* 08064wje *see *0000 400.0•• a 0 0'0 0 as so 0*040:0 • 0 :09:0: all 0000*0 00 0 a 0 0 0 000000 so 0 so 0 0 0 *0 Product Control Fxf"l r NOA No. 12-0307.06 Expiration Date: Augus�22,2617 Approval Date: May, 14,2012 E-5 SERIES -4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) VINDDV vDNDOV I, clow DCT. L INT. FALSE COLONIAL A f>e q l,TAta yU,IDDy T '� ice• i VIIaDDW L � am WINDOWS ARE L.M. IMPACT' LEG HT �---- -RCI UND TYPIC I ET FVATIOPI vrom� DUARTER-ROUND ELEVATIQN KA F •• • VINDDW WIDTH ARCHED PICRIRE WINDOW VINDDV t� 0 VUNDDV N1E[G VINDOV HEIGHT 7 I vTIP � ;e=' '^"�"1 HEXAGON TYPICA ELEVATION VINDDV VtDTH RECTA!CJIAR TYPIC^.L EILVATION Y_ VRNDOV VIDTx etN LeoF PICTURE WINDOW ELEEVATroN WINDOW MIGHT WINDOW .. NI;,z RELGtD V WIDTH FULL ROUND 7)PJCAL Ll EVATION b— VIIYDDV RECTANGULAR rilnCAt FI EJ A SQUARE PICTURE WINDOW ELEVATION VINtIE� DDV `�'�TNDDW LEG HT. WINDOW I l� -0 VDIDOW V TH WINDOW VIDix WINDOW VroTH OVAL TYPICAL ELEVA7[QN LEGGED EYE BROW ELEVATION QUARTER -ROUND £LEVATION vtNDDW HEIGHT L u yTNMW HEI ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SNOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE WIN�W vIDTH SHAPES. PROVIDED PERIMETER M704MS ARE AS DESCRIBED HEREIN OCTAGON TYPICAL ELEVATION 'ELLIPTICAL' TYPICAL ELEVATLDW FOR SIZE AND SPACING. • • • • dFl c Z21 i; �TESTEDNMMAXIUM TO GLASS TYP E, F, DESIGN LOAD CITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. PRODUCT REVISED as mnplplagwiffiR,oFfalrtBa DCT. L INT. FALSE COLONIAL A f>e q l,TAta '� ice• i � `i 1O CORNERS(-n am WINDOWS ARE L.M. IMPACT' 0 C, O to •• • a Q z ••• •• ca No. PRODUCT REVISED as mnplplagwiffiR,oFfalrtBa DCT. L INT. FALSE COLONIAL A f>e q l,TAta VJJNTINS ARE APPLIED W/ W SILICONE AND ARE AVAILABLE AS OPTIONAL WINDOWS ARE L.M. IMPACT' MIAMI-DADE COUNTY APPROVFJ SHUTTERS NOT REQUIRED General Notes: L) THIS WINDOW SYSTEM IS DESIGNED AND TFSTEU,TO COMPLY WITH THE 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWING'S ARE -TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN: (SEE SHEET 03 FOR GLASS TYPES AND SHEET 04 FOR MAX. DESIGN PRESSURES). 8.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30It. IN THE HVHZ, THE LO. EXTERIOR LTTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.YWOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FRIED WINDOWS WITH OTHER TYPES OF MLAMI-DARE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET Q 5 FOR MULLION/METAL ATTACHMENT DETAHS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. I 014S.MS. V/ 1 I/4' .MEMBEDMENT INTO WDDD. (SEE ELEVATION••A•T-AT-T-41 =_ FOR MAX. FASTENER SPACING) INTERIOR FINM NOT BY LAWSON INDUSTRIES. • Y i BK BK C 1 .m ETAL LATH MAD TO PLYW®D SHEATHING 0 BY AREHOTECT tW Tic ALL WOOD BUCKS ENGINEERED SEPARATELY— L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) INTERIOR --- --- EXT. GRADE ... . . ... . CAULK GRADE BACK BEDDING A 1 TO VINmv FRAME FLANN BY DWALLCR TTYPJ to WINDOW INSTALLATION NOTES: \ 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WHEN THE GAP BETWEENTHE WINDOW FRAME AND THE BUCK OR MASONRY IS LFA THAN 1/B'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WA SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX . . .. .. . . . . . ... . . . . . . .. .. . . . . . . ... . . . . ... . . ... . SILICONE ADHESIVE 014 SAS. V/ 1 1/4' BEDDING CGI -POUND B to EXTERIOR MNL EMBEDMENT INTO V0o0. s .PT. WOOD BUCKS ME E•EVATIO* AT SHEET 01 • • ;�` sne-FOB-1AK�fFA9sEt�SPADi10EAz.�...f„�1.��.,.._1-•.,._.:. • • • •SILI • -.. .9•. - .. ..� �..�=.��.r..._.-_�u .,. ,z..,e., ? y,w�.,-,..s... Vi.. 3 B I1 D IIEOD�AA MDF�ISsIVE• G CO�P➢UND � • -" ' • • • IftERIOff �IAWBT O ASS 000 1c 0 ' MIN. 0f C m m y EMBEDMENTW/INTO CSEE ELEVATION AT SHEET 01 °FOR MAX FASTENER SPACINW O ^ I1 1/4' MIN. • : • • : 1/4• MIN. 2 z° p BE • EDGE DISTANCE ' "� • 1 j EXT. GRADE EXTERIOR D 'w' 1 CAULK EXTERIOR GRABE f+,;ey�'-�,1, C PERIMETER CAULKING W. FRAME WIDTH a 1' MIN. 014 SAS. V/ 1 1/4' 1/4' TAPCON V/ 1 1/4' pMT NM. EMBEDMENT INTO VODD. MIN. EMBEDMENT INTO CONC. ELEVATION AT SHEET 91 CSEE ELEVATION AT SHEET BI MAX FASTENER SPACtNG) FOR MAX. FASTENER SPACINW P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS EXT. GRADE Mint CAULK 4 EMBEDMENT .. b, 'e • , a . e� d: • . .�• a 'iBE4,OME EXTERIOR G ZE--' PERIMETER CAULKING BY SILICONE ADHESIVE BEDDING CGI -POUND B to EXTERIOR INTERIOR s It 1/4 MAX. •-• HIM S YP to LAMINATED GLASS 3 B I1 1 1/4 MIN ,!00077 EMBE I NT PERIMETEREXTERICR GCAULKING\ �s o .- go.- BY d d r g7�DT d •; •'d: h e••4 .'d: LAMINATED INSULATED GLASS COMPOSITION TYPE B rJw I I/8- ANLL GLASS - -- I 2 U90' SAFLEX PVB-SDLUTIA 3 1/0' ANNEALED GLASS ^ 4 1/4' INSULATED AIR SPACE =1�T-i•-�1'• ----- 5 CM) VB' ANNEALED OR TEMPERED GLASS MATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRUMON DETAIL 1 1/0' ANNEALED GLASS 3 3/16• HEAT-STRENGHTENED GLASS 2 0.090' SAFLEX PVB-SOLUTIA 3 1/0' ANNEALED GLASS „� - --•�T-'• 4 5 CM) 1/4' INSULATED AIR SPACE 3/16• ANNEALED OR TEMPERED GLASS ��. - LAMINATED INSULATED GLASS COMPOSITION TYPE F TTBM DESCRIPTION DETAIL 1 1/B' HEAT-STRENGHTENED GLASS /e• _-_ - 2 0"VBUTACITE PVB-DUPONT oam 3 1/0' HEAT-STRENGHTENED GLASS �' = - �• 4 5 CU 1/4' INSULATED AIR SPACE 1/0' ANNEALED OR TEMPERED GLASS fT -- --- DESCRIPTION DETAIL I/0' HEAT-STRENGHTENED GLASS y16•_ - - D.090• BUTACITE PVB-OUPONT I (n1 J/4• LAMINATED INSULATED GLASS COMPOSITION TYPE L ITPA7 DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3wfw �_ 2 0A90' BUTACITE PVB-DUPONT ® Jia• 3 3/16' HEAT-STRENGHTENED GLASS va• - - °� 4 1/4' INSULATED AIR SPACE -71 5 3/16• TEMPERED GLASS Notes• 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. 2.) WINDOWS WITH GLASS TYPES "B. C. F. OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ. THE CO. EXTERIOR IM SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-20I0. SenUon 2411.3.3.7). SILICONE OPTIONS' DOW CORNING S99 _ - SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 AA4INATED LAMINATED INSULATED . D,LGMl% GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . •..... ..•• 8 18 IA INATED GLASS'COMPOSITION'- TYPE A 4TSM..,.,,...GLa98..DffiCRIPIRON.,,,....,s...I = - • • - • iii ��- •Q34P=D 1 1/0• ANNEALED GLASS 2 0.090' BUTACiTE PVB-DUPDNT 3 1/8' ANNEALED GLASS GLASS DESCROPTION I/0' HEAT-STRENGHTENED GLASS 0.090' HUTACITE PVH-OUPONT 1/8• HEAT-STRENGHIENED GLASS GLASS DESCRIPTION 6' HEAT-STRENGHTENED GLAS IO' SAFLEX PVB-SOLUTIA • HEAT-STRENGHTENED GLASS MASS DE6'CRIPTTON V ANNEALED GLASS 0' SAFLEX PVB-SOL 'a' ANNEALED GLASS SILICONE SCHNE`-MOREWEAD SM 57)3I • .,>m.y:•,._.DQyT:QpRNING•889..--,•,.,..<n,�,��.:, a...,.....,.-W,.,.a.,..,.��..N,,.� , ::-�-:, ... �..,: . •TREMCO GPEOTRUM92 • • • • •fl • • • ion 0 LAMINATED Q m POSITION - TYPED MONOLITHIC c DETAIL •• e • • •• ••• ••� • • • • • • • • • LAZING $TOP • • • • • • • Ol CIRCULAR WDWS. APOSITION - TYPE E+ D 3 LAMINATED 4 1 DETAIL _ NOUTHIC --_ _ MONOLITHIC --- - V 0.680' awr GLAZING DEPTH GLAZING DEPTH y 7 16 LAMINATED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION 3 DETAIL 1 3/16• ANNEALED GLASS -_— I - dim -. 3 3/16• HEAT-STRENGHTENED GLASS ,1 7 18 LAMINATED GLASS COMPOSITION - TYPE 3 TTEM GLASS DEBCRIRION DETALL 1 16' HEAT-STRENGHTENED GLASS" -_— I - 2 Dow SGP-DUPONT 3 3/16• HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION _DETAIL — QA 0)" — _ 1 3/16• HEAT-STRENGHTENED GLASS 2 044 BUTACITE PVB-DUPIBJT 3 3/16' HEAT -STRENGHTENED GLASS MONOLITHIC 'SILICONE OPTIONS. - DOW CORNING B99 SCHNEE-MIREHEAD 5731 TREMCD SPECTRUM 2 LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL PRODUCT'REVISED a..wwm with ftFbdit MLK L 11 x ggtJ. aRaao oI Rw,S�a�t��a'W�5?�wyi? 1 ^3�� I lR� I � ��al F r��'§ 4 x r- r 11 x ggtJ. aRaao oI Rw,S�a�t��a'W�5?�wyi? 1 ^3�� lR� � ��al l�� r��'§ 4 x z S r �o�Lj O 1` 1dalgi-I-I-IgIs X� H X �$'�xXSdB ��RH8d��N-i fi'.x HSxxSQ�xx"8d�dx$$3�xxfflffi�S8$8�$$3� x��xxx��xxx��xx��xx��' m ��M P. j<i'Si�mxX�'�YbXxSi$$x� ro3�� ami ww�v I pass Woms m o s REISSa mso Is dam a � W�l7DW 610D�OD ODmm� T� b. v 1XISIX1+1XISxXXS,gx x8d$xXs8 S #�1• `= p H JJ X X x X x (p x W IIVV�� p� x X�� x r R IV pp�� pp�� a 8 {p 1 8 p 0 8 8 m U� s a$ � V+ Z r Og mpvo N WO1 VV mm mm14gkI;gH;gl vd;4v a!v m;9mm OVO OVD OVD�VN VN (j4 L ? t n ai! ®Pa�� f��SaNal 8501 N.W. 90 ST WSON V MEDLEY, FLORIDA 33166 = PH No. (306) 696-6660 MANUFACTURER OF $UAM" ALUAflNUA( WINDOWS AND CLASS A RIES-4200-62?0 FLANGE FRAME IMPACT FIXED MND1 LAMINATED GLASS DESIGN PRESSURE CHARTS 0—b.- 1,4200 -6200-2201 m my1,4200-6200-12014 OF 5-l' �1• IFINDOW FRAME EXTRUSION DETAILS 2.643 L261 .781 .062 rTypen 281 .310 '391 BILL OF MATERIAIS ASO TYP 773 ITEM —•PART-# ------ 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC - 10 • AS REOD. GLAZING SILICONE • - 11 PL 75.6020 AS REDD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2- 12 812-25H-357 AS REDD. "TruSeel" Duro Seol Slniggle Spacer 1/4" BLACK 1/4" AIR SPACE IFINDOW FRAME EXTRUSION DETAILS 2.643 L261 .781 .062 rTypen 281 .310 '391 am ASO TYP 773 V/'f L/.310 .0.040 —i 272 .850 .040 .25D DSO ASO � TYP. TYP. .773 773 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32° GLASS) .310 Ogp .850 .15 A50 .992 ,p50 TYP. .090 TYP. baa INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS 6 a00 INSULATED GLAZING STOP W/ 7/16' LAMINATED GLASS .OSOTYP.-- 8 $ .466RR GLAZING STOP (CIRCULAR WDW.) SEE MILLION APPROVALS FOR MULLION TYPE. SIZE AND MAX DESIGN PRESSURE LIMITATIONS ALUMINUM MULLION — (ALUM. 0-078' MW. THICK) NOTE. THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR . ... . . .. • . ... .. .. . . .. . � an � FRANE aAMR • • • • • • • • • • 1• w A a • •• ••• ••• MaD nam I c v o �' 1 mom O 1p • Z ••• •• g ' • • 'v •a' • • z o y� • • �• .• • • I FRAME L m HFAO C Z $!IO • • • • •FRAME •• •• Ca ,��a p. 8 �rl—J -41 0 7 IffCf. OR SQUARE T01gDiQ5 zi W m TIT= COMER fX)bsm ^.!aN \ < I wINDIM O R CORNERSO W Z FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: C FRAME CORNERS, OR JOINTS SEALED WITH A COLORED N SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEARSILc+aa �I O . m oDu Yr REVISED 0 12 X 3/4' S.O.S. FLAT HEAD, PHILLIPS AT I2. O.C. MAX. EXTERIOR WINDOW FRAME tIOR GRADE E2 ETER CAULKING FRAME MULUNG DETAIL JI/4' MULLIONPPROVALS FOR SIZE AND MAX RE LIMITATIONS. NOTE: THE LOWER PRESSURES OF X THE WINDOW OR MULL SHALL GOVERN p¢ .-1Z S.D.S. X 1 1/4" L $ T 12' Or- MAX. NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES ..: A) STEEL : Fy - 36 KSI MW. a (STEEL 18 GA. MIN. TFIICK',.-t.0..0.4n8) ALUMINUM 6063-TS."r-:'(ALUM. 0.078" MIN. THICK)PERIPELMETANT R EXTERIOR FRAME i. U E1 e METAL STRUCTURE ATTACHMENT DETAIL ` id 0 Lawson Industries, Inc. 8501 NW. 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applici materials. The documentation submitted has Product Control Section to be used in Miami Having Jurisdiction (AHJ). This NOA shall not be valid after the expiratic Section (In Miami Dade County) and/or the to have this product or material tested for q perform in the accepted manner, the manufac immediately revoke, modify, or suspend the i reserves the right to revoke this acceptance, Section that this product or material fails to mi This product is approved as described herein Code, including the High Velocity Hurricane DESCRIPTION: Series 13200" Outswing � APPROVAL DOCUMENT: Drawing No. I Window", sheets 1 through 7 of 7, dated 07/2, manufacturer, signed and sealed by Thomas J. revision stamp with the Notice of Acceptance Product Control Section. MISSILE IMPACT RATING: Large MIs: LABELING: Each unit shall bear a perma model/series, and following statement: "Miat; noted herein. RENEWAL of this NOA shall be consideree no change in the applicable building code neg, TERMINATION of this NOA will occur of in the materials, use, and/or manufacture of t of any product, for sales, advertising or any c to comply with any section of this NOA shall ADVERTISEMENT: The NOA number followed by the expiration date may be disp displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NO, distributors and shall be available for inspectii This NOA revises and renews NOA # 12-01: E-3 and E-4, as well as approval document mt The submitted documentation was reviewed b MUMI-RADE COUNTY PRODUCT CONTROL SEPTIO1V RESOURCES (RER) 11805 SW 26 Street, Rdpm 208 T(786)315-2590 F (786) 3�5-2595 rules and regulations governing the use of cons i reviewed and accepted by Miami -Dade County le County and other areas where allowed by the Al late stated below. The Miami -Dade County Product ontrol (in areas other than Miami Dade County) reserve the right ty assurance purposes. if this product or material ails to er will incur the expense of such testing and the A14J may of such product or material within their jurisdictions RER it is determined by Miami -Dade County Product Control the requirements ofthe applicable building code. id has been designed to comply with the Florida B'tilding Casement Window — L.M.I. 0-0801, titled "Series: 3200 Outswing Impact Casei with revision B dated 02/26/14, prepared by as, P.E., bearing the Miami -Dade County Product C ber and expiration date by the Miami -Dade County. Impact Resistant ... I label with the manufacturer's name d'1M'state, " A,Iogo, 00 )ade County Product Control ApproOd"; unless of erwise 000000 •0[• • 0000.. 000000 ter a renewal application has been %A- and thew h s been • • 0000.. ' ely affecting the performance of this podtict.• too • e...• the expiration date or if there has beeW Tivisioi:8s flange 0000. product or process. Misuse of this 346,9 as an endorsement • :r purposes shall automatically term;nate tlis NOTA. Fgilure' 0000.. rause for termination and removal otNOQ. ;""' ceded by the words Miami -Dade OSwh, Flor' s! @and 0000.. • ' ed in advertising literature. If any portion of tilt! iiOA is all be provided to the user by the manufactured or its the job site at the request of the Building Official. i . and consists of this page 1 and evidence pages E-1� E-2, led above. 4 tnuel Perez, P.E. NOA No. 13-1217.22 Expiration Date: March 0,4, 2019 ApprovalDate: March 0,6, 2014 EPage 1 Lawson Industries, Inc. A. DRAWINGS I. Manufacturer's die drawings 2.- Drawing No. L3200-0801, S Impact Casement Window", by manufacturer, signed and B. TESTS 1. Test report on: 1) Uniform S1 along with marked -up drawii aluminum casement window laminate by DuPont, Test Re sealed by Candido F. Font, P (Submitted under NOA #08- 2. Test reports on: 1) Large Mh 2) Cyclic Wi along with marked -up drawn aluminum casement window laminate by DuPont, Test Re sealed by Candido F. Font, P (Submitted under NOA #08- 3. Test reports on: 1) Large Mi: 2) Cyclic Wi along with marked -up drawn aluminum casement window laminate by. Solutia, Test Rei sealed by Candido F. Font, P (Submitted under NOA #08- 4. Test reports on: 1) Large Mi: 2) Cyclic Wi along with marked -up drawn aluminum casement window by Solutia, Test Report No.1 Candido F. Font, P.E. (Submitted under NOA #08- 5. Test report on: 1) Uniform S along with marked -up drawn aluminum casement window laminate by DuPont, Test Re sealed by Candido F. Pont, F (Submitted under NOA #08. sections. 1 through 7 of 7, titled "Series: 3200 Outs, d 07/27/08, with revision B dated 02/26/14, ,ld by Thomas J. Sotos, P.E. c Air Pressure Test, Loading per FBC TAS 202 and installation diagram of a series 3200 outs A 'configuration, w/5/16" ann. lami glass w/PVB t No. HETI-08-2099A, dated 07/10/08, signed Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of a series 3200 outsv configuration, w/5/16" ann. Jami glass w/PVB t No. HETI-08-20998, dated 07/10/08, signed ?0.08) Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of a series 3200 outswipg configuration, w/5/16" ann.-lami glass wtPVB� t • • No. HETI-08-2100, dated 07/Ip/09, signed 509 .. . •. . ?0.08) 010000 Impact Test per FBC, TAS 201-94• • • Pressure Loading per FBC, TAS i?®9144 • and installation diagram of a sert,60200 oufs'vwinoizo 'configuration, w/5/16" HS lami Nj!F.V/PV-A lapir, SCI -08-2101, dated 07/10/08, siptd dnO sealQd b . '0.08) .. c Air Pressure Test, Loading per FBC TAS 2bi- 4 and installation diagram of a series 3200 outswug X configuration, w/5/16" HS,lamiglass w/SGP d t No. HETI-08-2102A, dated 07/10/08, signed 6d Manurdx, P.E. Product Can rol ximiner NCA No. 13-1,217.22 Expiration Date: March 04, 2019 Approval Date: March OG, 2011 E-1 0000.. • • 0000.. 0000.. 0000. 0000. 0000.. 0000.. .0000. Lawson Industries, Inc. B. TESTS (cowwjEnl 6. Test reports on: 1) Large Mi: 2) Cyclic Wi along with marked -up drawn aluminum casement window: laminate by DuPont, Test Re sealed by Candido F. Font, P 7. Test report on; 1) Uniform S1 along with marked up drawit aluminum casement window,, laminate by DuPont, Test Re sealed by Candido F. Font, P 8. Test report on: 1) Large Mus: 2) Cyclic Wind Pressure Lo along with marked -up drawn aluminum casement window, laminate by DuPont, Test Re sealed by Candido F. Font, P 9: Test report on: 1) Uniform S along with marked -up drawn aluminum casement window laminate by DuPont, Test Re sealed by Candido F. Font, P 10. Test reports on: 1) Large Mi; 2) Cyclic W] along with marked -up drawly aluminum casement window laminate by DuPont, Test Re sealed by Candido F. Font, P 11. Test reports on: 1) Large Mi, 2) Cyclic W; along with marked -up drawn aluminum casement window laminate by Solutia, Test Rei sealed by Candido F. Font, P e Impact Test per FBC, TAS 201-94 f Pressure Loading per FBC, TAS 203-94 ! f Wand installation diagram of a series 3200 outswi X configuration, w/5/16" HS lami glass w/SGP a No. HETI-08-2102B, dated 07/10/08, signed a (Submitted under NOA #081020.08) .c Air Pressure Test, Loading per FBC TAS 202 and installation diagram of a series 3200 outswi` X configuration, w/5/16" HS lami glass w/SGP a No. HETI-08-2097A, dated 07/10/08, signed (Submitter) under NOA #08-1020.08) i Impact Test per FBC, TAS 201-94 ing per FBC, TAS 203-94 and installation diagram of a series 3200 outswi` X configuration, w/5/16" HS lami glass w/SGP rt No. HETI-08 2097B, dated 07/10/08, signed a (Submitted under NOA #081020.08) is Air Pressure Test, Loading per FBC TAS 202 and installation diagram of a series 3200 outswi X configuration, w/5/16" HS lami glass w;/SGP rt No. HETI-08-2103A, dated 07/10/08, signed (Submitted under NOA #08-1020.08) .e impact Test per FBC, TAS 201-94 . • • Pressure Loading per FBC, TAS 20X-94 i and installation diagram of a se4jj d.00 out* X configuration, w/5/16" HS later w/SGP q it No. HETI-08-2103B, dated 07AW0§, sig ;ed.� (Subrttitted under NOA #08-10".. ®S) ' ie Impact Test per FBC, TAS 20P W °: • Pressure Loading per FBC, TAI. 29)0;24 and installation diagram of a se4es 32D0 outswi .X configuration, w/5/16" ann. laini &1%s w/I= No. HETI-08-2104, dated 07/1008, Signed a�! (Submitted tinder NOA #08-1020.08) "• a Manuel Pe Product Control E NOA No. 13 Expiration Date: March -Approval Date: March 17.22 2019 2014 Lawson Industries, Inc. B. TESTS (CONTINUED) 12. Test reports on: 1) Large M 2) Cyclic 1A along with marked -up draw aluminum casement windoti laminate by Solutia, Test R4 sealed by Candido F. Font, 13. Test reports on: 1) Large M 2) Cyclic M along with marked -up draw aluminum casement windos laminate by Solutia, Test R( sealed by Candido F. Font, Int. Test reports on: 1) Large M 2) Cyclic R along with marked -up draw aluminum casement windoti laminate by Solutia, Test R4 sealed by Candido F. Font, 15. Test reports on: 1) Uniform along with marked -up draw aluminum casement windoi laminate by DuPont, Test R sealed by Candido F. Font, 16. Test reports on: 1) Large M 2) Cyclic 1� along with marked -up draw aluminum casement windol laminate by DuPont, Test R sealed by Candido F. Font, C. CALCULATIONS 1. Anchor verification calcula prepared by manufacturer, J. Sotos, P.E. (Submitted under previous 2. Glazing complies with ASI le Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 k and installation diagram of a series 3200 outswi; X configuration, w/5/16" ann. Jami glass w/PVl4 No. HETI-08-2105, dated 07/10/08, signed ane -: (Submitted under NOA #08-1020.08) € Rq Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 s and installation diagram of a series 3200 outswi .X configuration, w/5/16" HS lami glass tiv/PVB •t No. HETI-08-2106, dated 07/10/08, signed ane y, (Submitted under NOA #08-1020.08) ae Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 A and installation diagram of a series 3200 outswi, X configuration, w/7/16" ann. Jami glass w/PVB it No. HETI-082125, dated 07/10/08, signed anc tl (Submitted underNOA #081020.08) tic Air Pressure Test, Loading per FBC TAS 202 s and installation diagram of a series 3200 outswi; 5X configuration, w/5/16" HS Jami glass w/SGP w aid No. HETI-08-2131A, dated 07/10/08, signed tL (Submitted under NOA #08-1020.08) • • • [W Impact Test per FBC, TAS 201:94.'. ' • . Pressure Loading per FBC, TAS 9103-14 • o; i and installation diagram of a seri;4WO outswi X configuration, w/5/16" HS lami.gl€�s w/SQ art No. HETI-08-213111, dated 0-N4141, signed a (Submitted under NOA #0810W.08,1: s and structural analysis, complying with FBS X110/01/08 and 01/30/09, signed AxOsealed by', #12-0127.21) • ig rid •'••• • Product Contro Exon ner NOA Na.1 - 'G 17.22 Expiration Date: March 0 , 2019 Approval Date: March 06, 201+1 E-3 Lawson Industries, Inc. D. QUALITY ASSURANCE' to 1. Miami Dade Department of � gulatoiy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 for their "DuPont SentiyGl,, 2. Notice of Acceptance No. 13 for their "DuPont Butacitel 3. Notice of Acceptance No. 12 for their "Saflex Clear and t 05/21/16. F. STATEMENTS 1. Statement letter of conform,, signed and sealed by.ThomE (Submitted under previocrs . 2. Statement letter of no finam Thomas J. Sotos, P.E. (Submitted under NO.A No. G. OTHERS 1. Notice of Acceptance No. Series 3200 Outswing Ali and expiring on 03/04/14. '24.02 issued to E.I. DuPont DeNemoiirs & Cd., Inc. Interlayer" dated 08/25/11, expiring on 01/14/17. 29.27 issued to E.I. DuPont DeNemours & 6., Inc. /B Interlayer" dated 04/11/13, expiring on 12/ 1/16. .31.10 issued to Eastman Chemical Company (MA) )r GIass Interlayers" dated 03/28/13, expiring bn complying with FBC-201.0, dated January 25, 201� .Sotos, P.E. u 4 No. 12-012 7.21) interest, dated October 1, 2008, signed and sealed by 1020.08) 7.21, issued to Lawson Industries, Inc. for the!: Casement Window — L.M.I., approved on 03/: E=4 004 0000.. .. Product Control AxAnder NOA No. 13- • 22 Expiration Date; March 04, 2019 Approval Date. March 0�, 2014 0000.. 0000.. 0000.. 0000. 00,00 0000.. 0000.. 0000.. 0000 0000. 0 . 0000 .. .. 0 00 0000.. 0000.. 6. .. go .r 0000 Product Control AxAnder NOA No. 13- • 22 Expiration Date; March 04, 2019 Approval Date. March 0�, 2014 0000.. 0000.. 0000.. 0000. 00,00 0000.. 0000.. 0000.. ANCHORS+ (A> 3-A FRAME HEAD (D) S AT EA FRAME JAMB. m Ida: j D.LO� j}lth [ . 11{ ru7 i%�/ ra me ru ♦ ZQu m � � c v, ♦ ♦ `D n z�9 > ♦; o _ D ♦♦♦ 0 3 g D h EXT_ 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ ( 37' V/ SILICONE AND ARE WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL I" ni EVATION. , .... _ _ LiLL V� 11tL - � . . ... . • . ... .. .. . • . .. .. . • . • . . . • • . . . . ..• • . . . ••. :�.,.�-�,w.,�,®.,,y..,e_.a....,— - • • • • - '._'ANCItOR"CLR'1STE�' ___. •• � _._ ,�....,_ • • •• • �..�„•.....,.... „�... � _____. ANCHORS, Ai � • � � � • ANCHOR% (A) 6 AT FRAME HEAD SHEE,%T QF 7• (FRAME SD!! TYPI�I.> • • • • • • • • 01) 6 A• FRAME HEAD CC) 6 AT FRAME SILL D r/ awl N.W. 90 Sr. �1 WS �1 (C) 6 AT FRAME SILL CD) 4 AT EA FRAME JAMB 1 B. Ramat aid Revision to sheet S & 6 Of 7 TMp CID 4 AT EA FRAME J i A ( are6) 38 General Notes: I.) THIS WINDOW SYSTEM IS DESIGNED AND TE COL WITH THE REQUIREMENTS OF THE 2010 FLORIDA NG CODE GG HIGH VELOCITY HURRICANE ZONE (HYIPL) AND rM 2300 -BB. THIS Pf��t1C9�� IS IMPACT RESISTANT AND DOES NOT UIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INET LLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL. VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEW BY BUILDING OFFICIAL 6.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. B.) SEE SHEET J6 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) B.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 S.) EXr. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ =CONE 10.) FRAME BILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE, TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. ii.) SEE SHEET @ 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE S' • • • • Dl • • • Al i • d I��`°J a n•L� , �N m� Ew. ♦ /� u D r/ awl N.W. 90 Sr. �1 WS �1 a ao B. Ramat aid Revision to sheet S & 6 Of 7 ♦ />l i�/- NAMNFAMM11 OF QUALITY AL MMON FINDONS AND CLASS DOORS Bl ♦ 1 � pp . .tk [7� °`•!.+ General Notes: I.) THIS WINDOW SYSTEM IS DESIGNED AND TE COL WITH THE REQUIREMENTS OF THE 2010 FLORIDA NG CODE GG HIGH VELOCITY HURRICANE ZONE (HYIPL) AND rM 2300 -BB. THIS Pf��t1C9�� IS IMPACT RESISTANT AND DOES NOT UIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INET LLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL. VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEW BY BUILDING OFFICIAL 6.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. B.) SEE SHEET J6 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) B.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 S.) EXr. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ =CONE 10.) FRAME BILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE, TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. ii.) SEE SHEET @ 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE S' • • • • Dl • • • Al m d I��`°J a n•L� , �N m� y z C z. ♦ /� u D r/ awl N.W. 90 Sr. �1 WS �1 1 ao B. Ramat aid Revision to sheet S & 6 Of 7 Jf. V YEO . FLORIDA 33168 INDT.JSTRI S, INC. PH No. (305) 596-6660 d Brockel from u At an Fix WINDOW FRAME WIDTH • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: -MCUU&S TO BE 412 SMS IR WD. SCREWS INTO WOOD, OR 1/4' T D CMM- FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PEN CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) OF 7 TYPICAL) Flmids ' rte;_ m usverr6asct AL'eN A. AAased te.wta.xwe 2010 C FR C. / 662.x' ",., D r/ awl N.W. 90 Sr. �1 WS �1 • 5=,s 2-` "' Nr B. Ramat aid Revision to sheet S & 6 Of 7 Jf. V YEO . FLORIDA 33168 INDT.JSTRI S, INC. PH No. (305) 596-6660 NAMNFAMM11 OF QUALITY AL MMON FINDONS AND CLASS DOORS D— Ch— Pmi G.hm P, d C•aperyt SMn/Nod,& M.m Rd— a, RMden f+ . .tk [7� °`•!.+ NOA ASSEai{L7 R'A'DON LCl10A 06-01 N. ERAZO D /m/D6 Series: 3200 Outswing Impact Casement Window 'Dap D° ` A� `"bda Dwu.a Dw N ERAzo ` 08/25/14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) a..nro. L.•w B s,wn rm.,•e AV x,®n.., D,ar4q xvnMrr sm.r CA4ELENf3200-0®NOA-Ot I3200-0801 I of 7 IATIT )tdT)051ta� 4' TAPCIXJS W/ I bf3ul EDGE ALL P.T. WOOD RUCKS ENGINEERED SEPARATEL ,..DISTANCE -. BLDG. OFFICIAL (TYP.', iif 4 EXTERIOR INTERIOR 4 !2 STUCCO— 1, •IE EXTERIOR METAL LATH (BY OTHERS): INTERIOR STUCCOI (BY OTHERS) N'A2/4' MAX. W. L FSHIN SPACE PERIM. CAULKING BY OTHERS 14 51 (TYP.) I -GLASS 17 EXTERIOR GRADE ¢ PERIMETER CAUL 15 Ii 16 4 BY OTHERS 42 (TYP.) 101 It I grD. W• 1 11 Ay , t� 16EXFEMZ-5/3e-' 0 0 0 6.91STANCE q: 110 0 0, NEERFD SEPARATEL WOOD BUCKS • Go* 004,rf.- a*.- STUCCO -\� r'tt! 7"An i�;x & I U BE REVIEWED .ERS) 4 BLDG, OFFICIAL (TYP.) 47 1 1/4' (MIN 2X WOOD DUCK ANCHORED TO CONC. TO BE P.T. (TYP.) Llex• 00 50•17 17 BUCK CTYP.) MAX. IeL WOOD FRAMING 1/4' IM SPACE ENGINEERED SEPARATEL & TO BE REEWED(T BLDG. OFFICVIIAL YP.) A2 1 ................. IOX EXT. GRADE EXT. GRADE ............ ERIK CAULKING PERIM. CAULKING I ( P.) (TYP.) S CO .22 2 6 do a TUC (BY OT A 4.: (MOL BED-) -4t AA ' 44 44 AL LATH, STUCCO e 3/4' E D EXTERIOR GRADE HEATHING (BY OTHERS) 0 7. :E • WHEN THE CAP BETWEEN W FRAME AND THE B R -D MASONRY is LESS THAN 1/8" RE NOT REQ SIX PRODUCT REVISE 0 cwnplyInS Mth the F101ift Building Cade ANCHORS NOTE ANCHORS To BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONIS or APPROVED CONC. FASTENERS INTO CONIC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COKT- CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. HIM SPACE BUCK (TYP.) 4M 1 1/4' EXT. GRADE----/ 50 (MOL EMBED.) PERIM. CAULKING (TYP.)44 Ix or ax—, P.T. WD. BUCK 2 314' EDGE DIST ANCE C_* / 2010 Fee . 8501 N.W. go ST. LA WS ON MEM". DA 33186 8 e 17 ar4n t_7 -a'rlzel3E:'a . I ivcff 7) PH Na (NTS96-woo MMfflFACrWR DIP 4MIWT AWMNVM WMn AND VUSS DOORS I Am Ct.- 1~09.9.F IS-Alm-fth In—R-1— #I mm ASSeMY W*MOW to= 08701 N. BRAZO e7° _ii/os Series: 3200 Outswing Impact Casement Window N. ERM OS/N/14 VERTICAL CROSS-SECTIONS, DETAILS & NOTES B 1BavLr 1, '—Wn%MW_OW=_OI I' '— L=O-Osol 1"' 2 (W 7 N 12 16 48 iif EXTERIOR INTERIOR !2 EXTERIOR INTERIOR EXTERIO INTERIOR 13 14 51 14 51 12 16 48 -GLASS 13 ¢ > 12 16 4 42 2 a_;X '71 -M•i16 27 174174 16w 17 @Bb 1A, 4 ................. IOX EXT. GRADE EXT. GRADE ............ ERIK CAULKING PERIM. CAULKING I ( P.) (TYP.) S CO .22 2 6 do a TUC (BY OT A 4.: (MOL BED-) -4t AA ' 44 44 AL LATH, STUCCO e 3/4' E D EXTERIOR GRADE HEATHING (BY OTHERS) 0 7. :E • WHEN THE CAP BETWEEN W FRAME AND THE B R -D MASONRY is LESS THAN 1/8" RE NOT REQ SIX PRODUCT REVISE 0 cwnplyInS Mth the F101ift Building Cade ANCHORS NOTE ANCHORS To BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONIS or APPROVED CONC. FASTENERS INTO CONIC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COKT- CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. HIM SPACE BUCK (TYP.) 4M 1 1/4' EXT. GRADE----/ 50 (MOL EMBED.) PERIM. CAULKING (TYP.)44 Ix or ax—, P.T. WD. BUCK 2 314' EDGE DIST ANCE C_* / 2010 Fee . 8501 N.W. go ST. LA WS ON MEM". DA 33186 8 e 17 ar4n t_7 -a'rlzel3E:'a . I ivcff 7) PH Na (NTS96-woo MMfflFACrWR DIP 4MIWT AWMNVM WMn AND VUSS DOORS I Am Ct.- 1~09.9.F IS-Alm-fth In—R-1— #I mm ASSeMY W*MOW to= 08701 N. BRAZO e7° _ii/os Series: 3200 Outswing Impact Casement Window N. ERM OS/N/14 VERTICAL CROSS-SECTIONS, DETAILS & NOTES B 1BavLr 1, '—Wn%MW_OW=_OI I' '— L=O-Osol 1"' 2 (W 7 OVERALL FRAME WIDTH- ••!-••_ • •_._- •• • • •• STUCCO •• •• • • • •• •• • • • • • • • • • • • 15 18 7 8 18 • DAYLItAff WIDTR 39• 9 18 75 j;A :�r. .. 3 • • ••• • • • • ••• OVERALL FRAME WIDTH- ••!-••_ • •_._- •• • • •• STUCCO PERIMETER CAULKING EXTERIOR •DLERtIL WENT W[DIFi • • ••• +•+o 15 18 7 8 18 • DAYLItAff WIDTR 39• 9 18 75 j;A :�r. .. 3 t5 9 8 3 21 2, + 12 16 48 • • 1Q 66 4� * ` • • 9 -11-- ° 13 • ••• ti • • • - '• LASS �L�S i • • • i o `�'' 3 �1 a o`s q c 43 48 .- _•_ --- - -- - E — _ • • • V : ' a wy _ -FIXED VEwr j OPERABLE VENT - F 4 / 14 51 51 14 - --18 o TAPCON { iED.) 18 18 —a (� oeaEo) 0 4 20 � INTERIOR a' 47 D117 17 18 ,6 Gtq 1717 l l 17 4 o a. . ALL WOOD BUCKS o ENGINEERED SEPARATELY •I.:: ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) STUCCO BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) OVERALL FRAME WIDTH - MUST SUSTAIN IMPOSED LOADS ve. wul. - PERIMETER CAULKING ;..�:rt :E - 9 OVERALL VENT WIDTH - - »,rq::`'.i•FYy, shpt sPr� PERIMETER CAULKING •, .t`•`'"-'3••._' 15 18 7 DAYLIGHT WIDTH 8 3 i8 15 • w.oy 15 18 8 EXTERIOR as EXTERJOR -_ w -- - - 73 GLASS 0 43 N ° GLASS 43 • • A 43.... 35 - OPERABLE VENT " - 1- - b TAPC�I 14 51 n TAPCON 14 51 _ _ 18 18 ( �� 1EM0E (uOL iEM9m.)• 78 (YaL 0 )- 2 IN-TERIOR_.-. 20 20 21 35 o 42 41 o P 1i INTERIOR D1 `r 21 47 17 97 16.-. 16 17 47 ° ;rn: •- 1PRODUCT RHVL4BD 47 17 7 16 aecomplyoglwpb0mFlNtido -• o • v • ,< ' %'-^;. IsoR ) D C 3 v • - ALL WOOD BUCKS 'iuildieg Code ENGINEERED SEPARATELY '%Mgft=N0 I �2 Gx tetiwt Dere l�r�I� ' 4 TO HE REVIEWED - BLDG. OFFICIAL CTYP� By� . 31 hlfami adc ProdRefCoapoi t ; R�kft Rw.c A Re+iseA to Gm t r 2010 FSC ]'' //fig T �-y 7y T OY/ LA �/R/ F ' ® !! •33188 * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR • :.:. .i tt� `�` e. R—1 one R-bloe to &-t 5 k e of 7 VN 7p l.V"l1 1 Y DLEY, FLORIDA I1V 77 S'T T PH No. (105) 898-8880 MASONRY IS LESS THAN t/8', SHIMS ARE NOT REQUIRED. y',^ a, 'c;:5 XANOPAC1YrRSR OF gUAtlTY ALUXINUX 17NDOXS AND CUSS WDRS NA NO'T'E: a uw. e+a+u vw amN F nA a a� aM /Xodr4 R m Av..• . n Aewtrn n ,ANCHORS a'G ' >r'� N0e1 Ass�tretx szoo LfN04 gR-ot ANCHORS TO BE 012 SMS OR MD. SCREWS INTO WOOD, tllt 1/4• TAPCONS or APPROVED COW. FASTENERS INTO CONC., �_ `� '0� '•� o.a �� o,�v N. BRA20 or/er/a9 Series: 3200 Outswing Impact Casement Window ,•'; R.�t+.e °°t' e.w�: WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR W,.' •' a" p% +'�'�%K'V-.it,+�,�R� 1'I• B9d20��a HORIZONTAL CROSS-SECTIONS, DETAILS &NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES RE9UIRED) NiNieA P,�,i< R.l .••., x•,ma.: cwav Awe..: aaw DATE AP /fjP$FOLfG`'eb`' B (pSECENi1700-ORROA-Ot I32OG—GSG1 3 OP 4 /lt t EXT. GRADE BACK REDD. TO BE APPLIED BEHIND WINDOW FLANK BY INSTALLER (TYPJ FACE CAULK BY OTHERS (TYR> I Q , Q _J.•'.., ...'.r ZWINDOV FRAME.. . Or • ••. • • ••• • • • • ••• I LAWSON SERIFS: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST •' • DEG. NO. PART NO. QUANTITY DESCRIPTION REMARKS • • 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 • 1 X HANDLE LOCKING HANDLE BACK PLATE ' 1 X VENT 5/16' INSECT SCREEN - OPTIONAL ALUMINUM FRAME SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2° PH • SMS SM -5504 ISEE ELEVATION FRAME/VENT ASSEMBLY SEALANT SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERDAE1 L-3007 Ul-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3' L L-3009 1.11-159 AS REDD. OWING BEAD - 7/16" 6063 -TS ALUMINUM 2 X BRACKET MED VENT ATTACHMENT SCREW ®8 x 1 1/4' FH./PHIL '. 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4' PH SMS DC -899 AS REOD. GLAZING SEALANT - SILICONE 1. ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK (TYPJ &TD BE REVIEWED BLDG. OFFICIAL (TYPJ >s 12 SAS. or WD. SCREW W/,"1 1/4' MIN. WIND EMBED MOL EMBED. ' SUBSTRATE, CONCRETE OR P.T. WOOD BY OTHERS (TYPJ 6 4' MAX SHIM ii7��itltvi141m ••�I�II�'�.._. WINDOW FLANGE BY INSTALLER (TYPJ tom` • .'" �• . �--EXTERIOR GRADE PERIMETER CAULKING ��:r•.'s;':L,d"r q?: BY OTHERS CTYPJ METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR m_.pt*g:ait616oB1o$da MULLION TYPE, SIZE AND MAX. p gCo& _ 2 DESIGN PRESSURE LIMITATIONS. P,. eptiomNa 2pt j irm THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW. OR �duPr�RNCAn1t0I MULLION SHALL GOVERN. Mi 12 S.M.S. X 1 1/4' L. E ELEV. FOR SPACING ( R )WINDOW /'\WISTANCE \\A.•i/1 CAULKING NOT BY ....... 'LAWSON INDUSTRIES'. _ TO BE APPLIED BY ALTERNATE ANCHORING AT SILL OTHERS (TYPJ STUCCO OR EXTERN FINISH BY OTHERS (TYPJ FRAME PERIMETER CAULK DETAIL SUBSTRATE, CONCRETE OR P.T. WOOD BY OTHERS (TYPJ 6 4' MAX SHIM ii7��itltvi141m ••�I�II�'�.._. WINDOW FLANGE BY INSTALLER (TYPJ tom` • .'" �• . �--EXTERIOR GRADE PERIMETER CAULKING ��:r•.'s;':L,d"r q?: BY OTHERS CTYPJ METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR m_.pt*g:ait616oB1o$da MULLION TYPE, SIZE AND MAX. p gCo& _ 2 DESIGN PRESSURE LIMITATIONS. P,. eptiomNa 2pt j irm THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW. OR �duPr�RNCAn1t0I MULLION SHALL GOVERN. Mi 12 S.M.S. X 1 1/4' L. E ELEV. FOR SPACING ( R )WINDOW /'\WISTANCE \\A.•i/1 (1AGV. EMBED-) FRAME 6063-T6 ALUMINUM EBSE 1 ALTERNATE ANCHORING AT SILL MULLION ATTAC.IIMFNT DETAIL • 4laWSQK jJERIES• di200i CASEMENT WINDOW - BILL OF MATERIALS LIST (14.118 *0_91 o FRAME HEAD 6063-T6 ALUMINUM UI -115 1 FRAME SBL 6063-76 ALUMINUM 1.11-115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 1V1 -11f• • 10 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM tUl-11 7 VENT TOP RAIL 6063-76 ALUMINUM ILD - I IV 2 • VENT BOTTOM RAIL 6063-16 ALUMINUM I U1111% • •2. VENT SIDE RAIL -HINGE SBS 6063-T6 ALUM94UM U-119 2 VENT SIDE RAIL -LATCH SIDE 6063 -TS ALUMINUM UI -116 AS REgD. W -POST 6063-T6 ALUMINUM LB -111 I X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3' 1.8-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6053-76 ALUMINUM (3" UI -7708 AS REOD. GLAZING BEAD - 5/16" 6063-75 ALUMINUM L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL SM -5731 AS REGO. GLAZING SEALANT - SILICONE U-110 AS REOD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL LB -133 AS REO'D....GIAZING BEAD 11/16' LAM./INSUL 6063 -TS ALUMINUM 12 CORNER KEY PER FRAME 8 CORNER KEY PER VENT 4 X POST (DINNER KEY PER IN -POST 8 FRAME ASSEMBLY SCREWS #10 X r PH SMS 8 VENT ASSEMBLY SCREWS B10 X 1 1/4' PH SMS 2 X VENT 4 BAR 90' HINGES - STD. & HA. 2 X VENT 4 BAR 45 HINGES,- STD. & H.D. 28 4/ OPER. OPERATOR MOUNTING SCREWS 010 X 3/4' F.H./PHIL. SDS 27 1/ OPER. STAINLESS STEEL C' TRACK 28 2/ TRACK TRACK MOUNTING SCREWS 08 X 1/2" F.H./PHIL SDS 29 1/ OPERATOR SND BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS 88 X 1/2' F.H./PHIL SDS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 110-32 X 3/8' PH MS 33 1/ VENT LOCKING MULTI-POINr BAR 34 1 X LOOK POW TIE BAR NYLON GUIDES 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 08 X 1° PH./PHIL 8 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 6063-75 ALUMINUM 39 2/ SHIMBBER SNUBBER INSTALLATION SCREWS 08 X 1/2' PH SMS .deed to comp r/ 2010 FBC ,D /��111III�� Y 6 ® 6501 N.W 90 S7 fj A B/j% S ® 1 9) MEDLEY, FLORIOA 33166 g`I'RIES C PH No. (305) 696-8660 NANVFAC7UR9A OF QUAMIT AUWIAVN /PNDDW'S AND CUSS DOORS —.W and R.W- to -beet 5 & 6 of 7 A— U.- Pot t7mu nod n,t.°e.P suw/Noda RM ASSE48iY 32W N.m R7 u RW 1. P, LC+VOA 06-01 Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LISP AND DETAILS N. 1WA20 °°1Rn1 4 ° 08/88/1 `"'+ as " e° "` amu" a s2oo 66Ra D, °"� N" 13200-0801 "' 4 OF 7 , ......-......... DETAIL*INGITE 1 0Z ANNEALED R ASS oDsr lwa INTERLArptButccfte PVB by 1ROWTSOFIex PVB by Eestnon O -A.1 Co. �'a CDda 3 1/0' ANNEALED GLASS 12 13 18 LAMINATED GLASS COMPOSITION - TYPB B W 14 t1zN DBSCRIPftON DBTAD. 16 1 1/8' NFAT-STRDO fENED GLASS 2 DOW PVB INTERLAYER iN H32 Snitex PVB by East- Chenlmt Ca 6116' LaminatedI' o T- H34 $ 18 LAMINATED GLASS COMPOSITION - TYPE C 13 H35 H38 MEN DSBCRUIrm DETAIL tai 22 1 118' NEAT-STRENGHTENED Q.AU 23 2 BOW INTERLAYER �- smn y&l- In"rftyer by DePont Act 3 118' HEAT-STRENGHTENED GLASS Y3NC 25 28 14 2020 9/16 2030 7 16 LA6IINATBD GLASS COMPOSITION7Z TYPE D GL[NG BITE i.•, 2040 1TRN DESCRIMN ..DETAIL 7/16" Landnated • . 2050. 1 3116' AWSALED GLASS 2DB0 2 ODBO' PVB INTERLAYER 16 t3 -- 2620 S.fl" PVB by Ecst-- cl,"A cl I:o. •T' a W 2830 3 . 3/16' ANNEALED GLASS I . ILL - 2640 a '=7T -7Z7- L.., _._., y1:: :, X850- 11x•18' LAMINATED GLASS„C MPOSI110N TYPEPE--E ^ 4 i'TBN DBSCBIPTION DETbd -- .1: a 2820 1 110' ANNEALED M=2830 2 04W PVR INTER,AYCR "_ G 2HO unPVD by Ecetmn Chmftat Cc. ® 14 28M -LAY ANNEALED tB.A3S - --- /16 2880 _ 1 1/4' INSU® LATAIR SPACE •u¢' --= GLA ING 1ITE 3020 s LtW ANNEALED GLASS t o3.a it/IS" Iamfnatad/ltmulated 30 3040 LAMINATED GLASS TYPES GLAZING OPTION 3050 DETAILS 3�0 37 74.25 3 5 • . . . • . • . . . 2 2 58.0 59.0 24 36 2 Frame Window Glazed with lFlangeL 59.0 Conflgum lon:'W • • aneft4odtfill en8-ss-1 6H6^ 1 -LS. aa8a •SGP I 7116" ftMWd I3asa wit101 Dight dnchots DP(+) DP(-) 58.0 . DP{+)I DP(j IDP{+) DP{) -DP(+) DP{ 37 74.25 3 5 58.0 59.0 24 24 2 2 58.0 59.0 24 36 2 3 59 0 59.0 24 48 2 4 58.0 58.0 . _ 24 60 2 5 59.0 69.0 24 72 2 5 69.0 Sao 30 24 3 2 59.0 59.0 30 38 3 3 59.0 59.0 30 .. 48 3 4 59.0 59.0 32 24 3 2 59.0. 59.0 32 35 3 3 68A. 59.0 32 48 3 4 59.D 59.0 32 60 3 5 59.D 59.0 32 72 3 5 59.0 59.0 36 24 3 2 59.0 59.0 36 36 3 3 59.0 59.0 36 48 3 4 59.0 59.0 36 SO 3 5 59.0 58.0 36 72 1 3 1 5 59.0 59.0 B. RWA,01 00 ' M � N. E M BE Ai¢tit 2"pL- ibis a1 tl at 1t i�d.� .'820 ,, • 70.0 82.0; 700 820 7A.O 820" 70,0 820 Z 820: 70.0 820 70.0 820 70.0 820 1 70,0 1 820 1 70.0 70.0 73.0 70.0 73.0 704 - . 73.0 .. i0-iD:,- 70.073.0 . 70.0 73-0 70.0 1 73.0 820 70.0 820 70.0 73-D 70.0 73. 820 PRODUCT ItIMISINI . comPlyins tYlth 1bo VIA& 3bilaw Code LA y V S O 7 - L./ &401 N.W. Im ST. NEDN& FLORIDA -8" I 9,-YNC.i PH No. (306) 606-6660 pANUFACTURBR OF QUALITY ALUNINUN N/RDO/S AND CUSS DOORS tion Ctms FtW E4as Hod Ltrtymw 3+rk /NaCet /4m RNnmst Ir AtW(m p A'DA ASSFl , �-D1 Series: 3200 Outswing Impact Casement Window GLASS & DP CHAM AND GLAZING DETAILS FOR "X' UNITS feduvt AH�CASF.uE�M3200-0etAA-Ol �� M�••a•: L'i2O0-OBOt �'c 8 OF T DSfA1L - asvu ulTl I Ire' ANNEALED MASS 13 Conflgula 2 ODOD' Pv8 INTERLAYER autaate PVB by aIPTIaTr jr� Size 1Ntob Sone: PVB by Enstrmn -, .m --- code off, 3 I/6' ANNEALED GLASS 2 37 23 37 0 IS LAMINATED CLASS COMPOSITION - TYPE 14 51 y 244 37 rM D[L6C91P7'IDN DETAIL /16 26 37 1 VB' HEAT-STREiOMMED GLASS GLA ING ITE 32 53.1; e CAW PVB 'HTMAYER "� � 5/16" laminated O 33 Sat; SAfl- PVB t ChYt C. gTTo- Lir`, 34 MT Mt 3 i/6' HEAT-STREIiitiiEliEH GLASS 48 s... 36 63.1: 6 16 LAMINATED GLASS COMPOSITION - TYPE C 13 V D22 74 rM OBSCMPTION DETAIL D23 74 1 1/9' HEA7-STRE77FifiTENEp GLASS _ 024 74 e acro' DIEM AYER _ p26 74 Se tryal s Interlayer by DuPont --'•' - 38 3 Le' HEAT-STRENGiT ENED GLASS ,.. , �� 3M 3D30 36 14 51 3040' 36 _ /16 3050 .... 35 T 16 •IAMMATED-CUSS. COMPOSITION.- TYPE D ., GL IM BITE __ N 4020 '48 ITBY CBBBCRiPTTON DI"A1L .. 7/16" 1Aminated �, ., _4M0 44e i 3AG' ANNEALED GLASS ,4 '2 DM' PVB INTERLAYER 16 13 Q Sonet PVB by Eastman Ch. -Aka Ca AME—ij J 6020 60 I 3A6 ANNEALED GLASS 1122 -0 6113D _ 60 ._ _ IBI[ D69CR1PYTON DMWL I - yl.,mo I 1/B' ANNEALED MASS 7QO MO e UW PVR INTERLAYER _ ---•- -i 14 51 7a0 SAM- PVB by Eastman CheN Qt C ® ya. 7Q0 70.0 3 U9' ANNEALED MASS - OJT /16 GL ING IT£ 11/16" Laminated/Insulated GLAZING OPTION Tao ---- 4 1/4• INSULATED AIR SPACE - -� 5 lAr ANNEALED GLASS LAMINATED GLASS TYPES ED TAILS Bz0 Mo V 6 1 4 6 4 O, J. Au. 'S S P�N:r ..mo •a'7 a OSA`. .7uo �: tau tuvV 7pA. yl.,mo 7Q0 7QO MO Mo.; 7Q0 7a0 74o 7Q0 70.0 7Q0 7a0, Tao Tao P20: 70.0- 70.0 Bz0 Mo 7Q0 70.0 820 1 820 7Q0 70.0 • • ••• • • • • ••• • io • • 0 FIaA V 6 1 4 6 4 O, J. Au. 'S S P�N:r ..mo •a'7 a OSA`. .7uo �: tau tuvV 7pA. yl.,mo 7Q0 7QO MO Mo.; 7Q0 7a0 74o 7Q0 70.0 7Q0 7a0, Tao Tao P20: 70.0- 70.0 Bz0 N. MWO B Foams VWndowG=ed mM ._.,Idea'-Tgpe'"C Lala Type"[7" .fila 6116"Its.Caas9_-Ar 71irmutealedeass I 11116" IMM 70.0 : 9]Gv: 820 I Ywv 1 70.0 70.0 820 70.0 7QO 820 700 Wal—Lo 820 7a0 7'Q^0: ,,..:azo._._. 70.0 P20: MO r 70.0 Bz0 Mo 7Q0 70.0 820 1 820 7Q0 70.0 20 iio I,- I PROD13L-MvLSBO A$lQMDl yj.8WfthftFIDRIda Bufldft A.ceP: Exprouan ITaTa Mre Product �� L S ON MEDLEY, FLORIDA � 1�1 0 V3316b I BTR c; PH NO. (305) 696-8960 NANDPACMAM OF QOARIT'r AATtNIMW INIDONS AND CUSS DOORS ema. (Xasu !'art Want Pnid Myorte Snln/fea�C /f"w Rrh.mut f+ R,WTmt k Rat ASSEN$LY 3Nq NOA �-OI Series: 3200 Outswing Impact Casement Window CLASS & DP CHARTS AND GLAZING DETAILS rOR "XX -OX -XO" UNITS +raa,"1 R.to`f i�uFNt1T0n-nRlAA-91 13200-0601 6 OP Y • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• FRAM IN -POST RAIL • • • ,s..: ,��,�.�. ., - ...e..:-,.... ..,.�_.,.,r�,..i218 -`I:-30Q3 .. ,...s_-..-.........�....,,_.,.e...._..,m--,�-:a •..�r.�,...�:,.....5. �:.z., ASSEM%Y SCREWS i" 4" 4" HEAD 6063-T6 ALUMINUM ,.415 • • • • • • - 10 x 1 t/4' 4" • • • O • H. sMs OFRAM I A62 , 11 VENT RAIL w--,z:p2 L-3601 H/ SMS I 6083-T6 ALUMINUM � I I 2.250 f omomw • • • • • • - - - - ---------- _ QA62 2312 0 I • ••• • • • - ®--____ • • • • • •• W2 1 • • • • • • • to 062 + r1s j ANCHUR CLUSTER 1 21 __- 2 t. I (HEAD/SILL TYPICAL) VENT lum a.797 O FRAC AM -•- - 7 to INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL —1.875-5 S 7 8 iz1 VENT RAIL FRAME WPOSi 0,082 L-'3004 SEE MULLION APPROVALS FOR FRAM. SILL / dAl . 64633'1'1`; ALUMINUM MIUl ION TYPE, SIZE AND MAX. .• .L-3002 p:. DESIGN PRESSURE LIMITATIONS. .0063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR. MULL �1'UtLL GOVERN 22$0 e-.QA2 r. .2' $ ..l/4' MAX.. .. . .. .. SHIM .. 082 ( L 0.062 # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR'SPACING RAME SIL 7 2.399 0.688 ':.. ..L..ALL_STEEL:..IN COAfTla;P 1YlT.r • arxryt=;�vnn:8:._' ....ap-�'i3.�ipnt„�''�:!_•�T� iTF _ .. �... •-'� 434R';.'.iAa•_°,. �'EM'>!F�'+,:.fr.arFy,-�;�.�.. �:"��1"�:".SV. SKA�iri483t23 :,r*s�•..hqu4'4w,.'z�.+�i G.'.iRN.S��a^.m1CiXr4�YEi^.�: 0.078 FRAME SHEAR PLATE' 47 L� 3007 6063-T5 ALUMINUM 0.140 0.120 ,.21. 2. METAL STRUCTURES: •-- (STEEL OR ALUM. 1/8" MIN. THICK} A) STEEL •: Fy = 36 KSI MIN. B) ALUMINUM : 6063 -TS MIN. ASSEMBLY SCREWS1/ a - to x t t/a• 6.231 P.H. SMS PSERIER FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER 6-6314 LANT 3B WINDOW oan 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAM SILL ANCHOR CLIP L-3008 •094 11 FIXED LTTE MOUNTING BRACKET 'R01YUCTREVISED mmmplyi�xNA1l>aFledda 3m8 6063-T6 ALUMINUM0094 970 L-3006 6063-T6 ALUMINUM AccePtr$wMo I 'l1>l�I R1'IO1�0 0.070 Trot 2.794 .478 12 GLAZING BEAD i 6 GLAZING BEAD GLAZING BEAD 48 I'� 7IRG d 65226 A. R to ce�pr ./ zoto Fac LA S ® ]� % 1 ®/ BSot N.W. 90 ST. & R__W and R.IWM to 0.4 s & 6 at 7 5/16" Laminated L-3010 or L-7708 Il/18` InaO{atsd/Laminated L-3011 or LD -133 7 /IB' Laminated L-3009 or LII -159 sS; > ,}( r +' b •'}%�' ; MEDLEY, FLORR,A 33166 NI7 STRIES INC. PH No (305) 896-8680 6063-T5 ALUMINUM 0.050 6083-T5 ALUMINUM 0.915 6063-T5 ALUMINUM A }/&{�i + J :' (tl+ M ,- •.:.. : 'i v MANUPACTNRSR OF QUALlrr AWNINDM NWDDVS AND CLASS DWRS P 1 CWeMed CWPgYr S•Nt /Yedr4 Ilam R7 n H Sw4fm N ASSEvelr tm om 3706 twOA 09 1 Drmmt Dac mL Oramv N. ERA7A o7 Series: 3200 Outswing Impact Casement Window�`�� L+�e EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS aer• F• r/14 0.6� i02 0.050 0.686 ts 0.668 $�� DATE-_ Rwoda. twW 6 sdo F.edme Ar/.nro No,wn Asme(•g !&evere sm.o- ctst�+n37oo oaNOA-o1 L320a-0601 7 uF 7 MIAM11 AD DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applica materials. The documentation submitted has 1 Product Control Section to be used in.Miami— Having Jurisdiction (AHJ). This NOA shall not be valid after the expir Control Section (In Miami—Dade County) and/ the right to have this product or material teste fails to perform in the accepted manner, the ma may immediately revoke, modify, or suspend RER reserves the right to revoke this accep Control Section that this product or material fai This product is approved as described herein, Code, including the High'•Velocity Hurricane Z DESCRIPTION: Series I°SDG-9200" Alumi APPROVAL DOCUMENT: Drawing No. Glass Door (LMI)", sheets 1 through 14 of 1 revision "A", dated 01/15/13, signed and seale Product Control Section Renewal stamp with 1 Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and c LABELING: Each unit shall bear a model/series, and following statement: noted herein. REVISION of this NOA shall be considered i no change in the applicable building code negat TERMINATION of this NOA will occur after in the materials, use, and/or manufacture of thE of any product, for sales, advertising or any otl to comply with any section of this NOA shall S ADVERTISEMENT: The NOA number pi followed by the expiration date may be disph displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA distributors and shall be available for inspectiori This NOA renews and revises NOA's No.'s 1i evidence pages E-1, E-2, E-3 and E-4, as well; The submitted documentation was reviewed by j MIAMI -DADS COUNTY,. ORIDA PRODUCT CONTROL ECTION RESOURCES (RER) 11805 SW 26 Street, Doom 208 T (786) 315-2590 F (786) � 15-2599 rules and regulations governing the use of construction n reviewed and accepted by .Miami Dade Count RER— de County and other areas where allowed by the Authority n date stated below. The Miami—Dade County ze AHJ (in areas other than Miami—Dade County', )r quality assurance purposes. If this product or acturer will incur the expense of such testing and use of such product or material within their ju6 e, if it is determined by Miami—Dade County > meet the requirements of the applicable building has been designed to comply with the Florida l Sliding Glass Door — L.M.I. 00-1201, titled "Series SGD-9200 Aluminum prepared by manufacture, dated 09/25/12, with tl iy Thomas J. Soto, P. E., bearing the Miami—Dade Notice of Acceptance number and Expiration dat Missile Impact Resistant label with the manufacturer's name or logo,* cit' lade County Product Control Approved.', unless*ot 0000.. .. ar a renewal application has been frled-and there -C ;ly affecting the performance of t10?Pfgduct.:... ie expiration date or if there has bpglb parevisipp o� roduct or process. Misuse of this.W10A'as an en'da purposes shall automatically tera feat& this NOA. cruse for termination and removalof NOA. eded by the words Miami Dah dowmty, T%ri ,d in advertising literature. If any portion of.1F. I. AHJ latest by the .9, state, ierwise • • 0000.. is been] 0. • 000 . 00.00 . change, . 0 0 gement;..... Failure 0000.. JOA is all be provided to the user by the manufacturer or its the job site at the request of the Building Official. 1127.06 and 12-0127.24 and consists of this page 1 sand approval document mentioned above. ime D. Gascon, P. E. _�-I NOA No. 12-4204.12 ;piration Date: February 13, 2018 Approval Date: January 1, 2013 \ c Page 1 Lawson Industries Inc. A. DRAWINGS " g 1. Manufacturer's die drawings 'd sections. 2. Drawing No. L9200-1201,ed "Series SGD-9200 Aluminum Sliding Gly (LMI)", sheets 1 through 14 14, prepared by manufacture, dated 09/25/12, latest revision "A", dated 01/ A13, signed and sealed by Thomas J. Soto, P. E B. TESTS 1. Test reports on: 1) Uniform along with marked -up cb SGD, prepared by Hurries HETI-11 3269, dated 05/1 dated 10/20/11, HETI-11-. HETI-124051, dated 06 09/24/12, all signed and seal( 2. Test reports on: 1) Large Mi 2) Cyclic W along with marked -up draw Glass Door, prepared by E HETI-11-3270, dated 05/1, dated 10/03/11, HETI-11-: HETI-12-4052, dated 07 09/24/12, all signed and seale 3. Test reports on: 1) Uniform 2) Large Mi 3) Cyclic W along with marked -up draw Glass Door, prepared by H HETI-12-4041, dated 10/12 4. Test reports on: 1) Air Infiltr 2) Uniform 3) Water Re 4) Large Mi 5) Cyclic W 6) Forced E 2411.3.2. along with marked -up draw Glass Door, prepared by Hi HETI-11-3313, dated 10/20, :tic Air Pressure Test, Loading per FBC, TAS ?vings and installation diagram of an A ?;o Engineering & Testing, Inc., Test Repor 1, HETI-11-3292, dated 10/20/11, RETIA 29, dated 01/16/12, HETI-12-4040, dated 1 3/12, HETI 12-4053 and HETI-12-4064 by Rafael E. roz-Seda, P. E. le Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 gs and installation diagram of an Aluminum �ricane Engineering & Testing, Inc., Test Repo. [4, HETI-11-3275, dated 10/20/11, HETI-1 l4, dated 10/20/11, HETI-11 3330, dated 0 x/12, HETI-124054 and HETI-12-4065 jby Rafael E. Droz-Seda, P. E. iitic Air Pressure Test, Loading per FBC, TAS Eje Impact Test per FBC, TAS 201-94 • • • • 3 Pressure Loading per FBC, TAS.2Q3-94 gs and installation diagram of. jp.�lUMI%IA Jcane Engineering & Testing, 1dr, Test Rel signed and sealed by Rafael P'-ftz-Segll+ P, ion Test, per FBC, TAS 202-94• • • • • otic Air Pressure Test, Loading®r MC, 7:A� Stance Test, per FBC, TAS 202•.-9.4,. 'e Impact Test per FBC, TAS 201' 94 Pressure Loading per FBC, ?.AS.2Q3-94• ry Test, Type "C" sliding door, Gude 1. Z TAS 202-94 and per ASTM F 842-04 • • • gs and installation diagram of an Aluminum hicane Engineering & Testing, Inc., Test Rel l signed and sealed by Rafael E. Droz-Seda, P Jaime D. Gas( Product Control Section Sc NOA No. 12 Expiration Date: February Approval Date: January Door h the No.'s 3274, /12/12, dated Sliding s No.'s 0000... , .6/12, dated 0000.. �Slidi�g • 0000 ort No. E. 0000.. • .66.6 -94.0'•• 0000.. 0000.. .0006. FBU 0 Sliding :)rt No. E. E. 3, 2018 1, 2013 Lawson Industries. Inc. B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infilt4ation Test, per FBC, TAS 202-94 2) Uniform ttic Air Pressure Test, Loading per FBC, TAS 02-94 3) Water Reitance Test, per FBC, TAS 202-94 along with marked—up and installation diagram of an Aluminum Sli g Glass Door, prepared by H bane Engineering & Testing, Inc., Test Report No.'s HETI-11-3291, dated 07/15 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz Se P. E. 6. Test reports on: 1) Air Infil fon Test, per FBC, TAS 202-94 2) Uniform taiic Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Re` i�ance Test, per FBC, TAS 202-94 4) Large Mi, ire Impact Test per FBC, TAS 201-94 5) Cyclic W ii Pressure Loading per FBC, TAS 203-94 6) Forced EIitiry Test, Type "C" sliding door, Grade 10, 1 �er FBC 2411.3.2. TAS 202-94 and per ASTM F 842-04 along with marked—up dra xj s and installation diagram of an Aluminum Sliding Glass Door, prepared by nestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 0 0/02, signed and sealed by Luis Figueredr , P.E.; FTL-3525 and FTL-3572, . `ted 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dd 04/18/02, FTL-3425, dated 04/29/02, 426, dated 04/26/02, FTL-349'� ; dated 06/20/02, FTL-3493, dated 06/2402 and FTL-3516, dated 07/12/02, ljsigned and sealed by James G. Worth, P. E. (Submitted under previous A04 No. 02-1126.04) C. CALCULATIONS' • • • • • • • • • 1. Anchor verification calculatitP! is and structural analysis, compjjttl witlrP-201L.,;- prepared by manufacture, dd 10/12/12, with the latest ra-4idan, datedsigned and sealed by ThomasSoto, P E. • • • • � • a :*Got* 2. Glazing complies with AS 11300-04 ..�..' : �.?sees.. D. QUALITY ASSURANCE r p 1. Miami Dade Department of RVatory and Economic Resoureese(AR). • ...... .. sees.. E. MATERIAL CERTIFICATIONS w; 00' Vt , ' e 1. Notice of Acceptance No. 1140 24.01 issued to E.I. DuPont DeNemours & Go., Inc. for their "DuPont Butacite®PB Interlayer" dated 09/08/11, expiring on 12/11/16. Jaime D. Gascon, P. E Product Control Section Supervisor NOA No. 12, Expiration Date: February i3, 2010 Approval Date: January1, 2013 E-2 Lawson Industries, Inc. E. MATERIAL CERTIFICATIONS CONTINUED) 2. Notice of Acceptance No. 11 .624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGl " Interlayer" dated 08/25/11, expiring on 01/1./17. 3. Notice of Acceptance No. 1, 1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP C ` 'posites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/? 4. Notice of Acceptance No. 111 4102.10 issued to Solutia, Inc. for their "Sa ex HP Clear or Color Glass Interl q,,rs" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11'102.11 issued to Solutia, Inc. for their "Safle Clear and Color Glass Interlayers�'�dated 06/14/12, expiring on 05/21/16. F. STATEMENTS E,1 1. Statement letters of no finan ill interest, independence, conformance and cooplying with FBC 2010, issued by m; `"acture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. p 2. Laboratory addendum letterTest Reports No.'s HETI-11-3269, HETI-1 3270, HETI-11-3271, HETI-11 � 2,HETI-11-3274, HETI-11-3275, HETI-1 3291, HETI-11-3292, HETI-11- 7, HETI-11-3313, HETI-11-3314, HETI-1 �-3329, HETI-11-3330, HETI-12-70;40, HETI-12-4041, HETI-12-4051, HETI-12--4052, HETI-12--4053 , HETI-l'; 054, HETI-124064 and HETI-12-4065; dated 01/15/13, issued by Humc � Engineering & Testing, Inc., signed and se' .led by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letter14, Test Reports No.'s HETI-11-3269, dated 0/16/11, HETI-11-3270, dated 05/1 / 1, HETI-11-3271, dated 10/20/11, HE.T"t' 3272, dated 10/20/11, HETI-11 3274, dated 10/20/11, HETI-11-327.4, date1r717/20/11; HETI-11 3291, dated 07/1111, HETI-11-3292, dated 104161/11, HE-�1i-3307,.;; 3 dated 10/03/11, HETI-11-3�4, dazed 10/20/11, HETI-1t-M14, dated X6/20/11, HETI-11-3329, dated 01/1112, HETI-11-3330, dated O1/1`6/4.2.0 HE ,IJ-404�s dated 10/12/12, HETI-12-X14,'1 j, dated 10/12/12, HETI-12'4451, dattd 06/13/12.... HETI-12-4052, dated 07/1 �,, HETI-12-4053, dated 09/jj;�21 HEn --1i 4054 dated 09/24/12, HETI-114,",064, dated 09/24/12, and jATJ-12-406,5" dated .• 09/24/12, all issued by H 'ane Engineering & Testing, Inc., all:signed aew* sealed. • • : • ..s by Rafael E. Droz-Seda, P. E 4. Proposal issued by Product Cqtrol, dated 03/13/08, signed by fshaq Chan. •gj*f1*E. Jaime D. Gasc n, . E. Product Control Section Supervisor NOA No. 12-`204.12 Expiration Date: February 13, 2015 Approval Date: January i1, 2013 E-3 r , Lawson Industries, Inc. F. STATEMENTS (CONTINUED) 5. Laboratory compliance lette Reports No.'s FTL-3078, d (Submitted under previous 6. Laboratory compliance lette Reports No.'s FTL-3525 a Joseph C. Chan, P. E. (Submitted under previous . 7. Laboratory compliance lette Reports No.'s FTL-3424, dated 04/26/02, FTL-34! FT1-3516, dated 07/12/02, (Submitted under previous . G. OTHERS 1. Notice of Acceptance No. Series "SGD-9200 Alumim and expiring on 06/13/13. 2. Notice of Acceptance No. Series "SGD-9200 Alumint and expiring on 02/13/13. >ued by Fenestration Testing Laboratory, Inc., 01/10/02, signed and sealed by Luis Figuered I No. 02-1126.04) sued by Fenestration Testing Laboratory, Inc., TL -3572, dated 09/09/02; both signed and s I No. 02-1126.04) sued by Fenestration Testing Laboratory, Inc., d 04/18/02, FTL-3425, dated 04/29/02, FT dated 06/20/02, FTL-3493, dated 06/241 igned and sealed by James G. Worth, P. E. t No. 02-1126.04) 4127.06, issued to Lawson Industries, Inc. Sliding Glass Door — L.M.I. ", approved on for Test y P.E. for Test sled by for Test ,3426, )2 and their 2/12 L0127.24, issued to Lawson Industries, Inc. for their r Sliding Glass Door — L.M.L", approved on k4/12/12 Y� 0000•• • 0000•• 0000 0000 0000•• 0000•• 0000 s e •p • a E • • 0000,' Jaime D. Gasci Product Control Section Su; NOA No. 12 - Expiration Date: February Approval Date: January E-4 E. 2018 2013 0000•• • 0000•• • 0000•• 0000• 0000• 0000•• • 0000•• 0000•• SEE BELOW— NOTE EL WNOTE $S. i ro F i i � 0 ';:f I lm L/ 1 pal i �• X11 XT LP or RPIr 1X 1 D 2T - RP POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW / NOTE 85. 1 1 1 Y 1 1 r it it r All. II 4 2D/2T - XX or . XX -LLP or RP -XX or LP -XX -RP S 2D/2T 2D/2T RP RICHT POCKET SHOWN (LEFT POCKET OPPOSITE) F 3D/3T - XXX or LP- XX or RP -XXX 30/37 - LP ROM POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP I SEE BELOW m NOTE J5• O7 a'7 I sj �I KL SEE BELOW NOTE @5. r 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP �4D/IT 4D/2T '4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE 5) FOR POCKET WALLS SEE GENERAL NOTES 815 & 16. All of %0 4 a• . • ... . . . ... .. .. . . . .. .. . • • • • • • • • • • • • ••• • • • • ••• Gene! -al Rotes:*** • • • 000 • 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICA/TP• Z%XE•VELO`ITY 6VHZ) alillb ASTM 6300-04. THIS PRODUCT IS IMPAC7bRESISM" •(SWnl*R* Nfr REQUIRED) 2.) WOOD Bl}�$S J1UAMll5� ANCERO�ED SO THAT THE BUILDING RESt3TS �E UP ED ACCOR1ipNCE Wffii THE REQUIREMENTS OF 201p•F.B.CU &•TO � RE1� eUWOG OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNIT'S. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXBdUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDIITONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS ¢ 2. 5. & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6. 7, 9. 10, & 11 OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FRIED PANELS, ALL. MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI -DARE COUNTY APPROVED PRODUCTS USING A MIAMI -DADS COUNTY APPROVED. MU44(ON_IN , BETWEEN ARE --LEFT POCKETSHOWN- - 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS ® 3, 4, 6, 7, 9, 10, (RIGHT POCKET OPPOSITE) & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. I6.) POCKET WALLS ARE NOT PART OF THIS APPROVAL 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). F LAMINATED GLASS LARGE MISSILE IMPACT 4= DDORS GLAZED WITH LAMINATED GLASS RATED FOR r 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP �4D/IT 4D/2T '4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE 5) FOR POCKET WALLS SEE GENERAL NOTES 815 & 16. All of %0 4 a• . • ... . . . ... .. .. . . . .. .. . • • • • • • • • • • • • ••• • • • • ••• Gene! -al Rotes:*** • • • 000 • 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICA/TP• Z%XE•VELO`ITY 6VHZ) alillb ASTM 6300-04. THIS PRODUCT IS IMPAC7bRESISM" •(SWnl*R* Nfr REQUIRED) 2.) WOOD Bl}�$S J1UAMll5� ANCERO�ED SO THAT THE BUILDING RESt3TS �E UP ED ACCOR1ipNCE Wffii THE REQUIREMENTS OF 201p•F.B.CU &•TO � RE1� eUWOG OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNIT'S. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXBdUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDIITONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS ¢ 2. 5. & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6. 7, 9. 10, & 11 OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FRIED PANELS, ALL. MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI -DARE COUNTY APPROVED PRODUCTS USING A MIAMI -DADS COUNTY APPROVED. MU44(ON_IN , BETWEEN ARE --LEFT POCKETSHOWN- - 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS ® 3, 4, 6, 7, 9, 10, (RIGHT POCKET OPPOSITE) & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. I6.) POCKET WALLS ARE NOT PART OF THIS APPROVAL 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). C-s--Gr. XO 20/2 - OX - 3D/2T - OXO - - 4D/2T - OXXO - 2 DOOR 3 & 4 DOOR PROITUCTRIiP4QVjgy 2 OF 14 FOR NOTESFAmift 9 TO SHEETS 5 OF 14 FOR@d� d1wjmft � NS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. •:-7-� 111D 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. �,_ 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 Miami L',zde Product Co FOR TYPICAL ANCHORS AND NOTES, FOR TYPICAL ANCHORS AND NOTES. a LAMINATED GLASS LARGE MISSILE IMPACT 4= DDORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. r77, C-s--Gr. XO 20/2 - OX - 3D/2T - OXO - - 4D/2T - OXXO - 2 DOOR 3 & 4 DOOR PROITUCTRIiP4QVjgy 2 OF 14 FOR NOTESFAmift 9 TO SHEETS 5 OF 14 FOR@d� d1wjmft � NS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. •:-7-� 111D 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. �,_ 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 Miami L',zde Product Co FOR TYPICAL ANCHORS AND NOTES, FOR TYPICAL ANCHORS AND NOTES. a DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES G]�ySg..TypE,.'A-. GLASS,.TYPE_ .GI1S.-5YP�C'. LASS -,YR .- oaf li.r '-"RFJ?; +i EXT. (+) INT. (-) FT./IN. FT./mL EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 6/8 56.7 (NO STEEL 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 6/8 56.7 (NO STEEL) 95.0 56.7 65.0 56.7 85.0 56.7 75.0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 8/0 56.7 (WITH on) 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH N. HEIGHTT FT,tl, EXT. (+) WT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.9 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68..8 68.8 H8/0 r(WrT8/0 STEEL) 65.0 65.0 65.0 65.0 X X X X . . ... . . . ... .. •. . . . .• .. . . . . . • . . . . . • • ••• • • • • • ••• 98 3/8" MAX. D OR WIDTH• • • • • • • 4 ANI • SPACING LBCITAT�J: • • TYP, • • VUEn Am tors not to exceed • • HEAD/SRL• • • • •-• 10 1/2" O.C. at Doors smaller thou 6V in ' A 6" STEEL REINFORCING AS REOD. SEE CHART AT LEFT '�"%%��wmt MN I' y%' % 44 3 4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. / 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. •,. 50 MAX------IDTH MAX. D.L.O.: LAMINATED GLASS PANEL 6/0 X 6/8 - 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 - 44-3/4" X 74-3/4 "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED OR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REOUIRE NO SHUTVIS. BULB VINYL 17 17 BULB VINYL 17 BULB VIM1- I /16' HEAT STREN'0 MASS 3/16' HEAT 'D MASS 3/16' HEAT STREN'D MUSS 3/16° HEAT STREN'D GLASS A90 INTERLAYER .090 PVB YER 040 SAFLEX HP 090 PVB SAFLE% DuPont SentryGloss W. Q DuPont Butoeite (T''Clew w r Glome Interlayer D; Clearw Color Gloss bwloyer w EI. DuPont OeNernoure $ Inc. w EL DuPont D.N. &Co.. I,,- w ( by. Solutio. Ina. ui I by. SoWtia. Inc. m X3/16' HEAT STREN'D GLASS m 3/16' HEAT 'D GLASSm I 3/18' HEAT 5TREN'0 GLASS 0~-D 3/16" HEAT STREN'D GLASS In SILICONE In SILICONEf N SILICONE w SILICONE SCHNEE-MOREH 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAO 5731 SCHNEE-MOREHEAD 5731 1 DOW CORNING 99 QO DOW CORNING 899 pO DOW CORNING 899 t9 TREMCD SPEC M 2 O TREMCO SPECTRUM 2 O TREMCO SPECTRUM 2 C7 CORNING O SPECTRUM 2 40 a a TR CLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'D' G NG DETAILS b7ie aitAU-,Corar m u, O v 6" MAX. TYP. HEAD/SILL CORNERS c O a r o O z§Z �Q iz" N c am a A .9 •• • • • • • ••• •• Pia 7/16• LAM. GLASS _ o C d OO � A bi = 2 O gxx U 3 3¢¢pp 2 C] JY,b,}ly �g a9� z m z m STEEL REINFORCING AS REOD. SEE CHART AT LEFT '�"%%��wmt MN I' y%' % 44 3 4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. / 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. •,. 50 MAX------IDTH MAX. D.L.O.: LAMINATED GLASS PANEL 6/0 X 6/8 - 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 - 44-3/4" X 74-3/4 "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED OR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REOUIRE NO SHUTVIS. BULB VINYL 17 17 BULB VINYL 17 BULB VIM1- I /16' HEAT STREN'0 MASS 3/16' HEAT 'D MASS 3/16' HEAT STREN'D MUSS 3/16° HEAT STREN'D GLASS A90 INTERLAYER .090 PVB YER 040 SAFLEX HP 090 PVB SAFLE% DuPont SentryGloss W. Q DuPont Butoeite (T''Clew w r Glome Interlayer D; Clearw Color Gloss bwloyer w EI. DuPont OeNernoure $ Inc. w EL DuPont D.N. &Co.. I,,- w ( by. Solutio. Ina. ui I by. SoWtia. Inc. m X3/16' HEAT STREN'D GLASS m 3/16' HEAT 'D GLASSm I 3/18' HEAT 5TREN'0 GLASS 0~-D 3/16" HEAT STREN'D GLASS In SILICONE In SILICONEf N SILICONE w SILICONE SCHNEE-MOREH 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAO 5731 SCHNEE-MOREHEAD 5731 1 DOW CORNING 99 QO DOW CORNING 899 pO DOW CORNING 899 t9 TREMCD SPEC M 2 O TREMCO SPECTRUM 2 O TREMCO SPECTRUM 2 C7 CORNING O SPECTRUM 2 40 a a TR CLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'D' G NG DETAILS b7ie aitAU-,Corar m u, O v 6" MAX. TYP. HEAD/SILL CORNERS c O a r o O z§Z �Q iz" N c am a A .9 � Pia 8z� o C d OO � A bi z N bi 0 O gxx U 3 3¢¢pp 2 N JY,b,}ly a9� z m z m ". .° °4.�o®®✓ I ' r0�40 ; g o ` �:U 100 1 ° O• U9 to O < I d-1 e- 1 F A TYPICAL ANCHORS N PAIRS SEE ELEV. FOR SPACING .d ay lWOOD BUCK 2", M(N. . MIN. '. TYPI O ® f aroyl GT.A of f M Nen-Yetotsc M4umwn s Ksi . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . A. 1" Min. TYPICAL ANCHORS N PAIRS • METAL • �„� .5. -.!TUBE •r-�,�,n,�..�..a� Wk.,:,,e.m., .�,r. r_n�,,..�.+�,. 'd _ • •• •.• ••• ap O :' a z C o0: ..•..-. ••- Who 2 Q � • • • • • • • • Z§ 2 •. • • • I • • • •. • 11ta'A Cl'Nitf'TiIR➢ AITACBMENT DE1'A_rts yOj = O N CT 3/4 Min. U07M m F m � i9 'a o Edge Dist. 1' ALLUUM. TO BE PANTED OR PLATED. U q i IYPfCN. ANCHORS IN PADS Edge Dist. To.) SEE ELEV. FOR SPACING TYPIM ANCHORS N PAIRS 2. METAL STRUCTURES. ? Z 00 A STEEL..: Fy - 36 KSI MN. SEE ELEV. FOR SPACING ( - 12 OA MN. THICK - 0.105') ti A N B) ALUMINUM : 6063-T5 MIN. E (ALUM. 0.076' MN. THICK) Oi LW> 28Y Wood Su[mtrote or 0� WNW ./ (Sr) -DOE CDUNTif APPR p MULLION V Al SP S 55 � (I*) SEE SEPARATE NOA �. rte. Z�� -7/16—LAMINATED GLASS - vcme -� U QQ W U N � C O in N J Dist. J� F I Fn N = J n 7 NOTES: 1) REFER TO SHEET 2 OF 14Edge FOR GLAZING OPTIONS AND DP CHARTS. 1/16or 1/6 In U/ N SILL RISER Iw -C, 0.E•' ADHERED TO SILL WITH SILICONE 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 74 WOOD BUCKS AND METAL STRUCTURES NOT BY 1AW50N tNO. Q CZe $ i Cj N 2 FOR MAX. ANCHOR SPACINGS.._ ... . - ,.-„--. ._ tAUSG-Sl1PPORT LOADS_ 47_05__ BY CIAZNG SYSTEM AND _ ... ...•._ :..� : _ y -^ — -.-.. .,.._......... a�;;l Vii"" �...... .-.�W..-. ..:,... - vcme U QQ W U N � C O in N J J� F I Fn N = J n 7 1/16or 1/6 In U/ N SILL RISER Iw ADHERED TO SILL WITH SILICONE 1�in w to FULL LENGTH OF UNIT v 0 JF- 2 �In 2 t7 N 4 ^ N W I/4' TAPCON o APPROVED EQUAL BY EUR V/ 1' MIR EMBED. INTO 3.2 Ksi Cont. R G' FROM CORNERS a SEE ELEVATION AT SHEET 2 DF 14 FOR MAX SPACING. AL ANCHORS IN PADS ELEV. FOR SPACING I_�l�iiti;n =7;1 ELCO IATRAtXIN t/4- 1/a' 1 1/a' 1" .55 SG eaa BUILDAC i/4' 1/4' 1 1/4" S.MS. (Into 2X) #12 10121 1 1/4" '- /4" DMLLFLEX SELF DRILLING SC EK5 INTO METAL STRUCTURES Atiaa STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.). (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICMAL EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY = 11' MIN. (ELCO ULTRACON) (1/4") INFO CONCRETE AND MASONRY = 4" MIN. (TIW BUDDEX) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW SUX.OEX) INTO WOOD STRUCTURE =i" MIN. INTO METAL STRUCTURE = 3/4" MIN. S MAIN FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHTTE/ALUMINUM COLORED SEALANT. , Lo .*,CO .4-Z Ma W z i ANCHORS IN PAIRS K-FOR-SPoMiW---�.-*•s,. � 1/4' MAX. SHIM ST TYPICAL. ANCHORS W PAIRS ` SEE aEV. FOR SPACWC TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACIW 1/4• MAX. METAL STRUCTURE ATTACHMENT DEP 1r - NOTE: t. ALL STEEL IN CONTACT WITH jj ALUM. TO LE PAINTED OR PLATED. v 2. METAL STEEL F STRUC,TURES: y = 36 KSI MIN. (STEEL 12 GA MIN. THICK = 0.105' B) ALUMWUM :6063-T5 MIN. ALUMINUM.: MIN. THICK) 3 — — — —SCREEDS OPTL— — — - NOT REOD. ON ®6/O x 6 6 SIZES ` SEE ON SHEEP 2 OF 14 E) /2T - XO (Shown) Dc 2D/2T — OX (Reversed NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. ER 2) REFTO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 ... -,. _ .. .. FOR TYPICAL ANCHORS AND. NOTES. - - r._y -#N R, 1/4" SHIM . 14PICAL OR SPACWG ANtRS W PAIRS 7 •SEE ELEV. F 3 t 18 6 n: ,e x a•�: '2i 6 1O to F 16 D.L OPG. PANEL WIDTH 113Y df wow BUCK :R OR E_7-�i--r o",hIDTH Oo4g Z �+ { . • ••• . • . .•. .• •• • . . .. •. . NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS 196 1/4' MAX. OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS 13' MAX TYP. DOOR WIDTH C ., pF .! • • ,� 41AY"ALSD'EE"RriPRbvED - -- - .t». , --r. /- - �"�E3iAMl�l:�"GiiRiT00 • _ 06, •6 •MAX. TYP. a �•: Aw �•• 6's `HUUIV CORNERS O 7/16. OVERALL. LAM. MASSdo 0 I • t t t t • • 1 • • OXXO CI �� p �� E i i i i i ••• ✓i % r%% w = o ZC2 I B � Ix n -I D I O V m 0. 0 0 0X0 0 APPROVED CONFIGURATIONS I I (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 63 Q a STEEL REMFORCMO AS REOD. BUL17 g Q d X X 0 - 3/16' HE B VINYLAT STREWD GLASS .090 PVB INTERLAYER DUPONT BUTACTrE by. - 4L_1 _Xg DoNemours & Co L Jig _ _ "44 .. /4.'�: fAAX..., .:- - •.-.:u ,, .... .�: f. c aa4m" fm1� _a�cst.-:417Pxa __ ?�aT048P^g*n ��1DsF�s=Te�&n7QF;•Ia�as PANEL WIDTH �, MAX.FOR TYPICAL CROSS-SECTION DETAILS. COSCHNEE-MOREHan EAD s731 REFER TO SHEETS 6 OF 14 PANEL WIDTH 2) FOR TYPICAL ANCHORS AND NOTES. TREMCO SPECTRUM 2 4 DOOR - TWO TRACK �• . • ap OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT ` DOORS GLAZED WITH LAMINATED GLASS RATED FOR GIASS.TYPE 'A' GLAZING DETAILS GLASS TYPE 'S' BULB MNYL- 1© 3/16' HEAT STREWO GLASS PANEL WIDTH NOMINAL Fr./IN 090 6.1iERLAYER ._• STANDARD SILL a DuPont-SentsyM m by: E.L 3" RISER DuPont DeNemours & Co., Inc. 2/6 3/0 3/6 4/0 4/6 4/11 i m 3/16' HEAT SiREN-0 MUSS 40.7 g 1/1 SIZONE 56.7 SCHNU-MOREHEAD 5731 60.0 �� 40.7 60.0 56.7 60.0 60.0 L, SNPEECCTRRUUM 2 GIASS.TYPE 'A' GLAZING DETAILS LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCrRENEWED asmogllying -te-, �ra2 r IVI�I TJffie j PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4' X 74-3/4- 4/0 X 6/8 = 44-3/4' X 74-3/4- 4/11 X 6/8 =55-3/4' X 74-3/4- 3/0 X 8/0 = 32-3/4' X 90-3/4- 4/0 X 8/0 = 44-3/4' X 90-3/4" DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL Fr./IN DOOR-� E STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+)I INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6J8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 55.7 60.0 60.0 60.0 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCrRENEWED asmogllying -te-, �ra2 r IVI�I TJffie j PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4' X 74-3/4- 4/0 X 6/8 = 44-3/4' X 74-3/4- 4/11 X 6/8 =55-3/4' X 74-3/4- 3/0 X 8/0 = 32-3/4' X 90-3/4- 4/0 X 8/0 = 44-3/4' X 90-3/4" SEE ELEV. FOR SPACING lay .............�..®., r ° ..a ,.,e .�', WOOD SUCK 9f1b` 2" MFN. e° ° M%6 ..TYP:' re w • • ••• • • • ••• • • ••• • • • • ••• TYPICAL ANCHORS N PAIRS WPCAL � METAL ELE. dge_�ist� SEE Y. FOR SPACING_ STRUS�URE • „ -_ N PARS • • • • • • • • • • • • • • • 10 m O � p N • •• ••• ••• N nm 61 a' z °'. ea '°A. •�� \ wpb V O p Alk 0 90 000 co F-1 • •• • • •• • 2E Y d e °b • • • • • l4rIRL STRUC M AYPACdDIffiyT DESAD3 p p O a • • • •3 4f Min! • • • • m'e: 00 m IL C7 o T Min. Edge Di, t. 1" ALL ALU -M. TOBE P ED ORCT PLATED �J Q Ed Dist. T TYPICAL ANCHORS FOR SPACING TYPICAL N PAIRS 2. METAL STRUCTURES: .`�� C 9e YP•) SEE ELTYPICAL ANCHORS N Paws O A STEEL : 36 KSI M, SEE ELEV. FOR SPACING (MIN.12 GA. h MM THICK 0.105' S) ALUMNUY : 6063-15 MIN �1 a 28Y Wood Suck Substrate or (ALUM. OA78' AOItl. THICK) 03 tI! Wood tore y/ (Sc) MIAMI-DADE COUNTI(J �/ SPaeitk .54 min. (Tyµ} APPR'D MULLION SEE SEPARATE NOA -7/I6'-LAMINATED GLASSC N 3)4' Min. o t�y , O x v te 1• 2.85 Kel ELCO ULTRACON 1/4• 1/4' 1 3/4 \ Edge Dist. J BUILDIN 1/4' - 1 3/a' 4' 3.2 Ks; O Lite d• '� .- 7} q •� 8 $ NOTES: 1) REFER TO SHEET 5 OF 74 FOR GLAZING OPTIONS AND DP CHARTS. j ,rt Nun D O I o v ye 2) REFER TO SHEET 7 OF 14 N =ANCHOR » TYPE CHART IN 2X WOOD BUCK min. @ A FOR HORIZONTAL CROSS-SECTKN DETAILS. a' WYwkb�Fimiute WORD BUptS AND METAL STRUCNRES NOT BY LAWSON IND =1G t Edge NO s B OE OPTIONS BEAD -81L. JAMSt7l/4- \ (y �N -. ., 3) -RESER j0 SHEEf 5 OF 14 - ••-._. "OfiL:7V9CHOR�PACNGS:' -._._ _- -� .MUST SUPPORT LOADS mtP05(•,D BY. SYSTEM . , .. ��i#qA.3f>'.3H�a�litLRDiiFMS(RUCJU.RE....-- - �I ..-. ..... _-.. ....-_�.w_� saV. XT";..tm..w.' CINGfwxmaa E1%. dP 9 HE �8 FOR SPACING N CROR OPTIONS HEAD -SILL JAI® Embedmea' Edge Diet• Cmwr ft o te 1• 2.85 Kel ELCO ULTRACON 1/4• 1/4' 1 3/4 J BUILDIN 1/4' - 1 3/a' 4' 3.2 Ks; d• '� .- 7} q •� 8 $ j ,rt Nun BUtm - 3/18' 1 3/4' 3' 32 Kai v ye N =ANCHOR » TYPE CHART IN 2X WOOD BUCK min. i i/16• a 1/8' SILL RISER a' WYwkb�Fimiute VEWED t Edge NO s B OE OPTIONS BEAD -81L. JAMSt7l/4- 4 8 HE RED WITH �N w ELCD ULTRACAN i/4' 1/4'i' .55 SG Cato 8 5 CLEAR SILICONE N V BUIL= 1/4" 1/4'1• .55 SG ROF 10FULL LENGTH UNIT SILL I I S.MS. (kdo 21n ®12 ®12' 1" .55 SG p 1YI 3 ' 1/4' DRIt.LFLEX SELF DRILLING SCREWS A9iotei BzJe Pr'),w INTO METAL STRUCTURES d g 21 STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) 19 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)Ln TO oee0gtota¢�e,s�®e 41 14 m 2 y ( CONTACT WITH ALUMINUM BE PLATED OR PAINTED) ®Ao°�®aj,.°••••••,.M/�e000, 1 e.\j o 1n INTO APPROVED MULLIONS (NO SHIM SPACE) m 0® ,°(4 U. •. 'O A.- H w TYPI -AI EDGE DISTANCE •Om .. .. INTO CONCRETE AND MASONRY - I' MN. (ELCO ULTRACON) �� (1/47 INTO CONCRETE AND MASONRY - 4" MN. (ITW BUILDEX) _ ?4, 'er . "• a: •�� v •2e 'a. 1' WEEP NOTCH AT EACH END (3/16' INTO CONCRETE AND MASONRY 3' MIN. (flYi BUILDEX) INTO WOOD STRUCTURE - 1" MIN. \ e' ED EQUAL TYPICAL ANCHORS � � 0�%,Id, ' �'11� .- .. t INTO Ksi x. � 2 PER CUP •' V/ CORE EMBED. INT�A��STRUCTURE 3/4' MIN. -9 39 Non -Y5 Non -Sof S L EE ELEVATION ,TYPICAL ANCHORS N PAIS 14 FOR MAIL SPACING. IDN FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL t Grout of MinLnum 5 Ki M K SEE ELEV. FOR SPACNG - SEALED WITH WHITE/ALUMINUM COLORED SEALANT. .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACM • • • • . • 1/4" SHIM —s • • I� MAX. • • • • • • • • • . •• 1/4- SHIM o 0. NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION. DETAILS: Adn MAX I 4) FOR MAX. $H�R SPACINGS. I'"-- 0 0 — — SCREENS OPTIONAL — — — —I I— — — — OEXTERIOR 4D/2T — OXXO • I I ` — scREa rmzNu — C2 ® EXTERIOR 3D/2T — OXO I )__TYPICAL ANCHORS IN PAIRS SEE El". FOR SPACING is A,* W �in �. N -:gym eW .. ...e 0 1/4" SHIM v Z to MAX. .:.1, .. tett �waon mac 7 {i t mom 16 6 4 o .• i ! x i•s 17 2i e • : • OD.L. OPG. • PANEL WIDTH Pft0MCI•RMeWsO ®�rm8wlmtmol�a x A>� 02— l 048 t2 Hy -1 nifani Delle Pradect is A,* W �in �. N -:gym eW .. ...e 0 m v Z 14 mom OR o a o -� o CI e • Z�2 Q � y 4 In S'L x 7 =z 0 .'' 0 o ler w000 mlac a o. 0 cv 04 kj c5 B is A,* W �in �. N -:gym eW .. ...e Ma . . ... . . . ... .. .. . . . .. .. . . ....... .... 189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4- "1�4''-MAAX:n'1'YP:�,.,�z..,:�i '1i"Tr: rte""m`�'i..a.'s`�i,i"".�"• AT HEAD/SILL • • .0. •AT S!•ILE ENDS• • • , Z t • • • • • • 4 \ • • • • •• •• •• • i•i i i i•• i• I •• • • • • • // • • 11E; E2 I 7/16" OVERALL LAM. GLASS 8 `S7lST! L REWFORCWG.AS RWD. od 4 X X � /N m 91 POCKET WALL SEE NOTE 1 3. (TYP.) i --1 00 - 0 1 1 1 1 I I 1 1 1 1 I =o i > 1 ° I _ � 1 Y 1 1 O r z a / XXXX I�U I t / i'•" MORE THAN FOUR PANELS USING STILE 4L =D Q COMBINATIONS SHOWN IN THESE DETAILS MAY 14 10 / L/ ALSO BE APPROVED (EXAMPLE 6D -3T XXXXXX). 1J { �• O'I �/ POCKET WALL SEE NOTE ®3. 4• 'r / _ r TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES (NP.) •4 •4 11 •0 X -RP or LP -X "XXXX" TYPICAL ELEVATION 815 & 16 AT SHEET 1 OF 14. r-- 4• 711 •4 `0 ; 3/0 X 6/8 = 31-1/2" X 74-1/4" i m t U TESTED UNIT F / s � 6/8 = 43-1/2- X 74-1/4" Ld or RP-XXXX or LP-XXXX or RP-XXXx-LP 3/0 X 8/0 = 31-1/2- X 90-1/4- t 0 4^ 4• t i lY o" o 2 i Q�x N _ to 1 WITH & WITHOUT POCKETS en J m L J 2 G a �O (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY - PSP (2 1/4" SBM) DP CAPACITY XX or XX -RP or LP -XX or RP -XX -LP mxq wmn17 mu vNYL t7 'tea GUM TYPE 'A' GUM TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' LARGE MISSILE IMPACT 00 3/16- HEAT STREN'D GLASS 1tt FT./IPL FT,/N, EXT. (+) F EXT. (+) INT. (-) EXT. (+) oPOCKET EXT. W � So��CP So1°fioper tmc & Sade. HP 090 PVB INTERLAYER t Bue or 8/0 (�) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 6&0 6&0 68.D 68.0 68.D n, W m bY• SOLUTVl Inc. or DuPont Butocite tg: EJ. y/ DuPont DeNemoure & Co. Inc m (")(")Du 1�Io83 by' E,L DuPont DeNemoure & Co., Inc, 8/0 (2DR) 8/0 56.7 6&0 56.7 t `� "-0 68.0 •fl B3. Z 3/16' HEAT SiREWD GLASS Z / 3/16" HEAT SIREND CLASS (W/ 2 STEEL) SEE NOTE 6 SILICONE Dow CORNING 699 SILICONE DOW CORNING 899 12/0 (3DR) 8/0 XXX or RP -XXX or LP -XXX 56.7 66A _ Ma . . ... . . . ... .. .. . . . .. .. . . ....... .... 189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4- "1�4''-MAAX:n'1'YP:�,.,�z..,:�i '1i"Tr: rte""m`�'i..a.'s`�i,i"".�"• AT HEAD/SILL • • .0. •AT S!•ILE ENDS• • • , Z t • • • • • • 4 \ • • • • •• •• •• • i•i i i i•• i• I •• • • • • • // • • 11E; E2 I 7/16" OVERALL LAM. GLASS 8 `S7lST! L REWFORCWG.AS RWD. od 4 X X � /N m 91 POCKET WALL SEE NOTE 1 3. (TYP.) i --1 00 - 0 1 1 1 1 I I 1 1 1 1 I =o i > 1 ° I _ � 1 Y 1 1 O r z a / XXXX I�U I t / Imo I ro f � N C W 4 a, 3w� • z c z G mwI 1 cc LL 4t S3 is 4 =D 4- =D 4- i -- -- -- -- - FOR TYPICAL ANCHORS AND NOTES. 1 . 4• a• 4• 4• 'r / 4- DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES �'I •4 •4 11 •0 °4 - PANEL MAX. D.L.O.: "XXXX" TYPICAL ELEVATION 815 & 16 AT SHEET 1 OF 14. 4• 4= •4 `0 ; 3/0 X 6/8 = 31-1/2" X 74-1/4" TESTED UNIT r � 6/8 = 43-1/2- X 74-1/4" xXXX or RP-XXXX or LP-XXXX or RP-XXXx-LP 3/0 X 8/0 = 31-1/2- X 90-1/4- DOORS GLAZED WITH LAMINATED GLASS RATED FOR APPROVED CONFIGURATIONS 4/0 X 8/0 - 43-1/2- X 90-1/4- LARGE MISSILE IMPACT AND REOUIRE NO SHUTTERS. WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY - PSP (2 1/4" SBM) DP CAPACITY - PSP (9" MLL) LAMINATED GLASS mxq wmn17 mu vNYL t7 NUIMAL DOOR SOS WIDTH HEIGHT GUM TYPE 'A' GUM TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' LARGE MISSILE IMPACT 3/16- HEAT STREN'D GLASS 3/16' HEAT STREWD CLASS FT./IPL FT,/N, EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. W INT. (-) So��CP So1°fioper tmc & Sade. HP 090 PVB INTERLAYER t Bue or 8/0 (�) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 6&0 6&0 68.D 68.0 68.D n, W m bY• SOLUTVl Inc. or DuPont Butocite tg: EJ. y/ DuPont DeNemoure & Co. Inc m (")(")Du 1�Io83 by' E,L DuPont DeNemoure & Co., Inc, 8/0 (2DR) 8/0 56.7 6&0 56.7 68.0 68.0 68.0 68.0 68.0 Z 3/16' HEAT SiREWD GLASS Z / 3/16" HEAT SIREND CLASS (W/ 2 STEEL) 6 SILICONE Dow CORNING 699 SILICONE DOW CORNING 899 12/0 (3DR) 8/0 56.7 68.0 56.7 66A _ - s&a ss.o �0 v \O (W/ 1 STEEL) CO 4D 12/0 (3DR) 8/0 56.7 6&0 56.7 68.0 60.0 68.0 (1 / 2 STEEL) (")68A ")68.0 16/0 (4DR) 8/0 53.3 60,0 53.3 60.0 60.0 60.0 60.0 60.0 ODUCfgmm � o (W/ 1 STEEL) doC)4 No " I 1 'A 'B' 16/0 (4DR) 8/0 53.3 6&0 53.3 68.0 68.0 68.0 68.0 68.0 ®°ea GLASS TYPE GLASS TYPE (W/ 2 STEEL) _ GLAZING DETAILS (e) 2dr/3dr DOORS MEET +76.7 & -78.0 DP •/ "Dupont 0,090" SGP Lonimdd&w9i toi O.le Pmdad Imo I ro f � N C W 4 a, 3w� • z c z G mwI 1 cc LL 4t S3 is 4 I" Milt. 1/4• TAPCON or APPROVED EQUAL BY EOR Edge Dist. W 1 3/4• MIN. EMBED. INTO 32 KW Core. 8 6• FROM CORNERS 6 SEE CLEVAT113N AT :.�,..�....�..,� y-, - ,.....•..-y.:;b.$.,Af L4_EAR,.n,�+X.:SFACiMS�,._-.�_,,,:. .p.e 4. I PERIMETER CAtJLKINL - GAP 1 HY P.T. /t t100D BUCK [LASS . . ... .. .. • . ... .. .. . . .. . . . . .. . . . . . . TYPICAL ANCHORS IN PAWS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS W PAID STRUCTURE .-� • • • • SEE U%. FGR•SPACMG ••e .. y Cm V � � o O • • •• • • • • Z � Z • • • • • • • • • • • • • . • • • W S W • • • • • • ••• •• mss a TYPICAL th PAIRSIN MEDAL STRUCTURE ATTACH6fL+NT DETAILS Be SEE ELEV. FOR SPACING 1 ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: W m TYPICAL. ANCHORS IN PAWS A) STEEL : Fy 36 KSI MIN. a 14 SEE ELEv. FOR SPACING (STEEL 12 GA MIN. THICK - 0.105-) aJ 6063-T5MW. (ALIONTO >8:Dw. THICK) ! v1 28Y Wo d Beek Substrate m MAMI-per Wmd Structure / (SG) SpeciT� .55 min. (TypSEPARATE APPR'DRAEMULLION a Z V MDA a' a cQ Ln DO NOTES: 1) REFER TO SHEET 8 OF 14 a FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON WD. FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SdJPPORT LOA05 IMPOSED BY GLAZING SYSTEM Atop pi 3) REFERTOSHEET 8OF_14 p-,Tyrae,;,TO_SHE.tlbwG.51'RUC _ _ ' �'etw ,' t-&�Art�� tE . AC''L-T•' m W I I I I y N to 1/8" SILL RISER I I { I I ADHERED WITH n 5 CLEAR SILICONE { I I I OF L UNIT SILL � IBJV fly 61) " �y.•'i••' � ,a. _ 2t A A 4 . . 1/4• TAPCON or APPROVED EQUAL BY EOR •'� e 39 A V/ I• MIN. EMBED. INTO 32 Ksi Conm 8 6• e •, Non-Slrfmk, Non-Metotlic 1. CORNERS 6 SEE ELEVATION AT SHEET _ ... 8 OF 14 FOR MAX. SPACING. M. TYPICAL ANCHORS 2 PER CLIP ANCHOR TYPE CHART IN CONIC. or AIASONRY min. ANCHOR OPTIONS READ -SILL JAMB Smbedmw Edge WaL Coni. ELCO ULTRACON 1/4• 1/4' 1 3/4• 1" 2.85 Ki BUILDEK 1/4• 1 J/4' 4• 32 Ksi suILDEX - 16• 1 3/4• 3• 32 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCKOR OPT70 BEAD -SOL JAMB Embedmea Edge DISL 9x Wmod ELCO ULTRACON 1/4• 1/4" 1 1/4• t' SS SG BUILOEK 1/4" 1/4" 1 1/4• 1" .SS SG i I S.M.S. (Into 2X) #12 112 7 1/a' 1" .SS SG I 1/4' DRILLFLEX SELF DRILLING SCREWS its I I INTO METAL STRUCTURES p I STEEL : 12 GAL MIN. (Fy = 36 KSI MIN.) { ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL L IN N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDCE DISTANCE (1/47 INTO CONCRETE AND MASONRY = 1• MIN. (ELCO ULTRA ON) (1/47 INTO CONCRETE AND MASONRY = 4• MIN. (ITW BUILDER) (3/167 INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUD.DEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEA1.4_NT$: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 7LODUCT'RENLWID of B 9wmplyteg nl8btffi Flm�k = lo X m �A kI y�° 4 oil,6. 00 00 eR +•}'' t fi I,d,�' • • • "'e •. S. �� 4i N "' •;qi,'' y�L':. ;'" • •••i'e°9 p•••°., d +IDS dZMXA y 9; '•• i1w-06,• O • ¢• •/ A @ m a iii ~x'81 o 4i 0 ORO 6�^� • • 9 �R„a.y Eiyzgry zy (t HN•• • ••1 I$ „mBK\ AaptoWo •0•• ®® W �F�F�FtiiiYi C —.0oA1 o27b N Ell, 70, PROFESSIONALTHO#INEB6 A g999g9eam 8881ggs r �'S O °off 'GATE OF °e rw i --fide do 8 iz-0127.00 W 9 ® 7p T t NWtt--Mie door nele w or � ' �� ". �(#y/ 1 �®j/ 8501 N.W. 90 ST. i a M to Com w/ 2010' I MEDLEY, FLORIDA 33166 PH No. (305) 696-5660 MANUFAcmun OF QUALITY ALUMINUM NINBOWS AND CLASS DOOF N. ERAZO 09/98/12 j SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M '0 TWO DOOR AND THREE DOOR HORIZONTAL CROSS SECTIONS AND NOTE a� wi xma.. °�'A Ababm L9200-1201 I— TO OF -.-T— 0066•• • • • •0000• ••••6• •00.6 • • ••6•• •6000• • 6 • 0000•• • • 0000•• • • MAX. I/4• TAPCUN w APPROVED EQUAL BY EOR V/ 1 3I4' MM ENDED, INTO 32 Ksl Conic. 6' FROM CORNERS 6 SEE ELEVATION AT SHEET B OF 14 FOR MAX SPACII wr,lcaLF-_ea..R3° li-Ka-.Wm.-tkS.cYyi4- XTERIR GRADE ' ERUCTER CAULKING PICAL ANCHORS IN PAIRS E ELEV. FOR SPACING 1/4' MAX. SHIM " 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ' MXTAL STRUCTLII ATTACNhfM DETAI . 4 DOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL STRUCTURE 2 A) STE�STR.. FyNa E36 KSI MIN. (STEEL 12 GA MIN. THICK - 0.105') ' B) ALUMINUM : 6063-T5 MIN. ,. (ALUM. 0.078' MIN. THICK) QOPTIMOD 0 000 • • • • LLQ '�tiJG I • • • 0f3 1 U1711d EA INTO • •• ;�'•d,�• sof m 4�j �+ p R e 2K P.T. VOID DUCK •. •°C Q m V4! ` °! •° 4�sI. i c C SEE OPTIONAL INSTALLATION n d DETAILS AT SHEET 12 13F 14 1 p 204! •• • • • •• ••• •• • • • • • • • NOTE; • • CLEAR SILIMdE ADHESIVE STEEL BARS REDO. AS • • • • • • i f:OR POCKET WALLS DEDDINO COMPOUND • 0 °•, NOTES Z h z 1n k1 q • : ® & 1NE� PRESSURES Std ONS 0 0 • • 31 (. c C C SHEET 8 OF 14 • • • • • • • • ,8 SHEET 1 OF 14. m x ai O 7 9 c 1 ! .�•. __= ------- k z.pOH r U car :.8 x O .. C d a Q c N . --------- - - ------ ----- - - --- .-....n::..w . - - EXTERIOR POCKET DEPTH o 8 n m TEST ODOR WIDTH O90 5/87. N p O N S N � 4D 3T — XXXXP / NOTES: 1) REFER TO SHEET 8 OF 14 55 FOR GLAZING OPTIONS AND DP CHARTS, s $ 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. E ro S a 3) REFER TO SHEET 9 OF 14 3 FOR TYPICAL ANCHORS AND NOTES. - - - y FS3 4) TO SHEET 8 OF 14 I FOR MAX. ANCHOR SPACINGS. ' MXTAL STRUCTLII ATTACNhfM DETAI . 4 DOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL STRUCTURE 2 A) STE�STR.. FyNa E36 KSI MIN. (STEEL 12 GA MIN. THICK - 0.105') ' B) ALUMINUM : 6063-T5 MIN. ,. (ALUM. 0.078' MIN. THICK) QOPTIMOD LLQ '�tiJG I 0 oI m R e mem�l ms atmthe rksuh gg o ` °! •° 4�sI. i 17- IZ ��tr ��pd i 204! ass et . . SGD-9200 BILL OF MATERIALS - 2 & 3 TRACK FRAME ITEM f PART # QTY. DESCRIPTION REMAKES 1 L-9211 1 ' 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi-Stide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 I X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-75 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 I. PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS -016 AS REQ'D. BOTTOM RAIL WTST ULTRAFAB NQB6757DK 15 PVS-009 AS REQ'D. PANEL TOP RAIL WTS'P .187•x.310' (7830-6001-1) 16 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210'. (7820-60111-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. i8 L -9D16 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC -046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS -003 2 ROLLER ATTACHMENT SCREW S8 X 1/2' F.H./PHIL. 21 AR -008 2X PANEL PANEL 'C' TRACK CLIP 6063-76 ALUMINUM,..?.2.. .FS -Dap e¢-aTl]D .: r-TaeCk. e4TeRiM1OIdWd'S-craw u5n-iE t• ¢MC cu (pull - .. . . ... . . . ... 810 X 5/8' PH/PHIL. .. .. . • . .. .. . 26 AR -021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) . . . . . . . . . . 31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 r NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC -899 AS REQ'D. NEUTRAL CURE SILICONE Dor Corning 899 34 r r NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC -D45 2 NYLON PLUG ( .480' HOLE > RIGID PVC 36 HC -043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS -005 AS REQ'D. FRAME ASSEMBLY SCREVS 08 X 1/2' P.H. PHILLIPS 38 FS -013 AS REQ'D. PANEL ASSEMBLY SCREWS 1110 X i' P.H. PHILLIPS 39 FS -014 AS REOD. INSTALLATION SCREWS 012 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 ■ - SCREEN PANEL x • • • ••• • • • • ••• 5za 1 3/4" MIN. C' • • • • QQ�� • JMBED. ; • • •b OTES•AT SH�'-TS 3, 6, 9. yz • • • • • • • • • • • 2. FO[►POCNET wALLS SEF•GENER v •� ; INTERIOR • • NOTWA&5 i GO*AT SHIM / OF 14 TYPICAL ANCHORS AT 8" O.C. • • • • WANG .a " • o 2 I • • • • • •. as • _ � W EXTERIOR 1/4" - MA; � z w • ••"� TYPICAL ANCHORS a. d° - AT 8" O.C. •o•: SEE ELEV. Y FOR SPACING. 1 3/4" MIN. INTERIOR STEEL BAR RFAtl• ON l' ,o SIZES UST ED w/ DP e. ABOVE POCKET DOOR HOOK ATTACHMENT DETAILS 24 FS -011 1 X CLIP FIXED PANEL CLIP SCREV 810 X 5/8' PH/PHIL. Pess�cny - Dmo-dwH d— A',I0— 75 1.45 r 8,Ps I6ao UlmmE6.sffiim4 340.0 Md dm®Io0'� ®asad®, Ps 76s.o IId10=m 31.0 7. FPVC-WMtM CampmMd Na 726748 P"SICAL sp-da C -mitt' 'A'•Ioem 75 sPada� Oredry 1.43 T=fbStrm81kP81 1640 U16¢rt° 10a*ub.4 % 325.0 Mahihm@ 100%0a4lOM PSI 765.0 30.0 As)' I U. D.2240 D-792 Dms D4•+s -638 D_%6 ASTM V6. 62240 6792 D-69 Db38 D-08 6746 PRODUCT wlyng FW"b .® 0, 18L GG 25 AR -020 ■ INTERLOCK STEEL REINFORCEMENT I/2' X 1 1/4' (36 KSI) 26 AR -021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR -024 x INTERLOCK STEEL REINFORCEMENT 3/13' X 1' (36 KSI) 28 14C-047 1 MORTISE LOCK HARDWARE W/ HANDLES & KEEPER 29 ■ 1 x Panel 7/16• Laminated HS. Glass See Glazing Details 30 L-9022 r ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 r NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC -899 AS REQ'D. NEUTRAL CURE SILICONE Dor Corning 899 34 r r NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC -D45 2 NYLON PLUG ( .480' HOLE > RIGID PVC 36 HC -043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS -005 AS REQ'D. FRAME ASSEMBLY SCREVS 08 X 1/2' P.H. PHILLIPS 38 FS -013 AS REQ'D. PANEL ASSEMBLY SCREWS 1110 X i' P.H. PHILLIPS 39 FS -014 AS REOD. INSTALLATION SCREWS 012 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 ■ - SCREEN PANEL x 42 SM -5504 AS REWD. JOINT SEALANT Schnee -Morehead 5504 43 ■ x PERIMETER CAULKING OSI P13LYSEAMSEAL 44 r 1 IPRODUCT LABEL 10 I �►:Y 1L�}�� (63 -111 JA 0 04 W2 Zi o oapp q z Z r Z I,i 6O ��•. C G m Y a 5za C' En yz OGl C3 c 2 q JA 0 04 W2 . . ••. .•.. . • .... . .... •.. . . . . . . . . . .•.. . . .0% •.. .... I 062 I 3r-062 1.000 750 1--1.594 FRAME HEAD � 'j 1.000 f -, - m.n. mP 3.500 .376 1.218 3 -1.6871-AT FRAME JAMB . _ ,.,- • • m:.e�• .�i�.d., •,..� s�� . 0000 • • • • • •• • • •.• elQ PANEL TOP CORN FRAME TOP CORNER TWO TRACK FRAME ` ••,.• _ m .�ri M°� h < a 0 C, e ,, v i h y c a -tv t . . a O a O Q Tri1--1.500IIO 0. c rn z Ia O o' A rn � 3 o N 3 j^ --3.650 062 SHEETS 8,TWO !ZK E& 9.1.594 MULTI -SLIDE FRAME HEAD � -.124 090 I 12 2.250 062 9.750 .559 + I_! 4.154 --1 Q FRAME SILL- 1.687 1.132 .062 1.619 t INTERIOR INTERLOCK O 390 .890 I- 062. 1.619 _ 2.000 462 . Ru _ _• 2.798 2.039 _ 1.590 .062 .(x�sx�eEMwsiGi 1.132 �w:;�+tl[�."ni _�2?C+� - v K�.'-l�1°- � tMW?aCS�.�-vM" �[)�mu��tyViS,{gju�a�yix l�iS,m+1le�aCS.X�� ,. s o .890 --I 1.197 O PANEL BOTTOM CORNER ^I' _► .094 1.687 PANEL TOP RAL PANEL BOTTOM RAILc EXTERIOR INTERLOCK c FRAME BOTTOM CORNER a �_ a g m ► z .180 8 b.616 70 GLASS STOP O 2.686 1.044 ,062 1.842 LOCK STILE © 'j .844 2.280 .094 1.617 1.710 1.655 Q9 ASTRAGAL STILE �pbbg �odda Bwldmg Code , �.. Aaepmoee No Q� 1Ztf�lBZ& Miami Dada Pfadaot obOAa° I n ^� a 4,d' of -yew m z 0.PRODl)CTRPlQWrVcv Pie o . , •. fr w Is a .531 .524 .o7a I 4.,.250 3 © FIXED PANEL CLIP I .580 .875 ., 25 1.142 ® ASTRAGAL RETAINER 3.000-»{ �. .124 SILL RISERQ ,'l . a �r s; Ln N t� O W F O to s N N LJ N 2 © rn ti O E y it Ii 6 j V BZ 6.06 • • 6.0oi6 000000 e! 0000•• 6• 6.00.0 s� 066.69 0( • • i� 6.60 • 00000• ! 0000 • + 6600• 006600 •• 00606 �d �,n£- i? •• •• ••• 000000 ('" •06606 •1 00 �O 99 d w t-' • • • • �� (_ - 666.61 • 6610 1••66. �fi 0616 Uo r>saa6 eP p p�'- �� p RMebn Nelw QA 127.24 A- to include N Multi-SNdo door nos 2 or i/ 8501 N.W. 90 ST. w/o to and to Comp w 20t0 FBC MEDLEY, FLORIDA 33166 R PH No. (305) 696-8880 Ci t.o,• Qoo 6lANUFACmft OF QUALITY ALUMINUM 87ND011S AND CLASS DOi dee°"' " Nmd.N" N. ERAzo oe/asna SGD-9200 ALUMINUM SLIDING GLASS DOOR (L. N.emn oea N.nre.a 1_5 2_013 R EXTRUSION DETAILS, REDNFORCEMENT3 & FRAME CORNER ASSEMBLY D „„�� L9200-1201 14 of to jF-i a= r� a: 1' is —- - ��d d �3 jj 1l, 3i MIAMFDIADE DEPARTMENT OF REGULATORY AND ECONOiVfi& RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION) NOTICE OF ACCEPTANCE (NO) Lawson Industries, Inc. 8501 NW 90"Street Medley, FL 33166 SCOPE: This NOA is being issued under the applica materials. The documentation submitted has Product Control Section to be used in Miami - Having Jurisdiction (AHJ). This NOA shall not be valid after the expii Control Section (In Miami—Dade County) and♦ the right to have this product or material test fails to perform in the accepted manner, the mi may immediately revoke, modify, or suspend RER reserves the right to revoke this accel Control Section that this product or material fa This product is approved as described herein, Code, including the High Velocity Hurricane i DESCRIPTION: Series "La Porte" 8'-0" ( APPROVAL DOCUMENT: Drawing No. 1 sheets 01 through 06 of 06, prepared by the to 03/27/13, signed and sealed by Thomas J. Sc Section Renewal stamp with the Notice of / County Product Control Section. MISSILE IMPACT RATING: Large and LABELING: Each unit shall bear a permat model/ series, and following statement: "Mian noted herein. REVISION of this NOA shall be considered no change in the applicable building code nege TERMINATION of this NOA will occur aft in the materials, use, and/or manufacture of tl of any product, for sales, advertising or any o to comply with any section of this NOA shall l ADVERTISEMENT: The NOA number I followed by the expiration date may be disp displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NO) distributors and shall be available for inspectia This NOA renews NOA No. 12-0127.23 and as well as approval document mentioned above, The submitted documentation was reviewed b a. CO Jy � �D. AFPROYEO ' MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 T (786) 315-2590 F (786) 316--2599 rules and regulations governing the use of construction M reviewed and accepted by Miami—Dade County RER— Me County and other areas where allowed by the Authority on date stated below. The Miami—Dade County Product the AHJ (in areas other than Miami—Dade County) reserve for quality assurance purposes. If this product or material f'acturer will incur the expense of such testing and th� AHJ use of such product or material within their jurisdiction. ke, if it is determined by Miami --Dade County Product to meet the requirements of the applicable building code. €d has been designed to comply with the Florida Building ;awing Glazed Aluminum French Doors — L.M.I. 4003, titled "La Porte—Impact French Out—Swing Door", ifacturer, dated 12/12/02 with the latest revision "F" dated P. E., bearing the Miami= Dade County Product Control eptance number and Expiration date by the Miami$, Dade 4, ....C. .,all Missile Impact Resistant • • • • • • • • • • • i label with the manufacturer's mine or logos ciEy •state • • Dade County. Product Control Applgdi�', unless o�h6.rwise. • rer a renewal application has been fled and there rias been • • • • • ely affecting the performance of tfinpitVuct.:'. •. ""• .. .. . •< ...•.. he expiration date or if there has Dggq prevision o194 hange • • iroduct or process. Misuse of this;NOA:as an gndorsement....;. r purposes shall automatically terminate this XOXVailure. rause for termination and removatof fWA. i •' • • ceded by the words Miami—Dade County, VMAdu, and W in advertising literature. If any portion of the 140A is hall be provided to the user by the manufacturer. or its t the job site at the request of the Building Official. isists of this page 1 and evidence pages E-1, E-2 and E-3, D. Gascon, P. E. ;.. NOA No. 134328.11 Expiration Date: June 05, 2018 r Approval Date: June 06, 2013 +± Page I i! t �.j �I i Lawson Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings (Submitted under previous 1 2. Drawing No. FD 2003, title through 06 of 06, prepared b "F", dated 03/27/13, signed ; B. TESTS 1. Test reports on: 1) Large M 2) Cyclic V along with marked up dra French door, prepared by I HETI-11 3201, issued on C (Submitted tinder NOA No. 2. Test reports on: 1) Uniform 2) Large M 3) Cyclic V along with marked -up dra French door, prepared by I HETI-092623, HETI-09, 10/22/2009, signed and seal( (Submitted under NOA No.. 3. Test reports on: 1) Air Infill 2) Uniform 3) Water R 4) Forced E along with marked -up dra French door, prepared by B HETI-04-1897, HETI-04- on 03/08/04 and 03/12/04, a! (Submitted under NOA No. 4. Test reports on: 1) Tensile T along with marked -up dra French door, prepared by I HETI-02 TO95 and HETI- Rafael E. Droz-Seda, P. E. (Submitted ander NOA No. sections. E 1 No. 11-0202.03) La Porte -Impact French Out -Swing Door", sheets 01 e manufacturer, dated 12/12/02 with the latest rt vision sealed by Thomas J. Sotos, P. E. �j'1e Impact Test per FBC, TAS 201-94 did Pressure Loading per FBC, TAS 203-94 iiigs and installation diagram of aluminum Otitswing rricane Engineering & Testing, Inc., Test Reports No. /06/2011, signed and sealed by Candido F. Font, I?. E. : -0202.03) F otic Air Pressure Test, per FBC, TAS 202-94 file Impact Test per FBC, TAS 201-94 rid Pressure Loading per FBC, TAS 20394 inand installation diagram of aluminum Outswing p.gs Engineering & Testing, Inc., Test Reports No. 1645, HETI-09-2624 and HETI-09-2646, issued on ['by Candido F. Font, P. E. 1,=-0128.04) ttion Test, per FBC, TAS 202--94 static Air Pressure Test, per FBC,.T.A9202--9J. jstance Test, per FBC, TAS 202•x[; • • • • • • •" • • • • • uy Test, per FBC 24113.2.1 and'TAS'202--94 ' fi gs and installation diagram oX * Iamimj6.0tswm.A • • 4icane Engineering & Testing, Jvc jest Xgpor�s No.'.§,;,,• B96 A, HETI-04-1896 B and.lFlt;ft-04 ;L3%Vissued..... signed and sealed by Rafael E. Vraipleda, P. R • 4-0607.04) a 0 eVe•••••• it, per FBC, ASTM E-8 • 0 ' i'is and installation diagram of aluminum ;}utswing tfricane Engineering & Testing, Inc., Test Reports No. _7T090, issued on 01/13/03, both signed and sealed by q-0219.01) a' P i! Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-1 Lawson Industries, Inc. B. TESTS (CONTINUED) 5. Test reports on: 1) Air Inf l 2) Uniform 3) Water R 4) Large M 5) Cyclic'V 6) Forced F along with marked—up dra French door, prepared by No.'s RET142-1253, HETI-02-1742, HETI-02 signed and sealed by Rafael (Submitter) under NOA No. C. CALCULATIONS 1. Anchor verification ci prepared by the manufl signed and sealed by Th (Submitted under NOA 2. Glazing complies with D. QUALITY ASSURANCE 1. Miami—Dade Department E. MATERIAL CERTIFICATIONc, 1. Notice of Acceptance No. E for their "DuPont Butacite4 2. Notice of Acceptance No. l: for their "DuPont SentryGl 3. Notice of Acceptance No. E, for their "Saflex CP — Safle PET Core" dated 63/28/13, F. STATEMENTS 1. Statement letter of confo FBC 2010 and AAMA 10 J. Sotos, P. E. (Submitted underprevious 141YP Ju V 1"J 1ti—J 0 V"ILr111 JL Jud" E I tion Test, per FBC, TAS 202-94 atic Air Pressure Test, Loading per FBC TAS 20-94 stance Test, per FBC, TAS 202-94 1 ile impact Test per FBC, TAS 201-94 id Pressure Loading per FBC, TAS 203-94 ty Test, per FBC 24113.2. 1, TAS 202-94 figs and installation diagram of aluminum Outswing urricane Engineering & Testing, Inc., Test Reports 1hTI-02-1.726, HETI-02-1728, HETI-0Z--1736, 63 and HETI-02-1765, issued on 01/14/2003, all Droz—Seda, P. E. .-0219.01) a ;ons and structural analysis, complying with FBC, .`dated 12/12/02 with the latest revised dated 01102/10, Sotos, P. E. 0 .10128.04) VE1300-98/ 04 pgulatory and Economic Resou;ce , QRER). •.. •.' *Goes* 00 fS j • • ,• • E,' 000000 ;0129.27 issued to E.I. DuPont VU148&ours & Co., Inc:.... P'VB Interlayer" dated 04/11/13+grVrmg grid lll6* 00.0. :0624.02 issued to E.I. DuPont Ir1Yem,our4& (;o., Inc..;..' �O Interlayer" dated 08/25/11, expiming oA 171►4M. • • • • • 1231.08 issued to Eastman Cho ?3 Compally. {MA} and Saflex HP Composite Glass IntIrlayer -wU Kpiring on 12/11/18. '..' •: • ... :.. •.. is • i 0000 44ce, no financial interest and compliance with the �6S.2-97, dated 01/25/12, signed and sealed by Thomas i CSX No. 12-0127.23) r Product Control Section Supervisor 4 NOA No. 134328.11 Expiration Date: June 05, 2018 !!' Approval Date: June 66, 2013 E-2 a Lawson Industries, Inc. F. STATEMENTS (CONTINUED) 2. Proposal issued by Product i (Submitted under NDA No. 3. Laboratory compliance le Hurricane Engineering & Ti F. Font, P. E. (Submitted under NDA No. 4. Proposal issued by Product i (Submitted under NOA No. 5. Laboratory compliance lette 09-2645, HETI-092624 f Testing, Inc., dated 10/22/OS (Submitted under MA No. 6. Laboratory compliance HETI-04-1896A, HK HETI-02 T090, HEI HETI-02-1736, HETI-02 Hurricane Engineering & 'I sealed by Rafael E. Droz—Se (Submitted under previous . G. OTHERS 1. Notice of Acceptance No. Series "LaPorte 8'-0" 01 04/05/12 and expiring on 0( WE: EVIDENCE SUBMITTED ,I ntrol, dated 07/27/10, signed by Ishaq Chanda, P: E. =0202. D3) i' for Test Report No. HETI-11 3201, issued by `ing, Inc., dated 01/06/11, signed and sealed by Candido -0202.03) itrol, dated 03/26/09, signed by Renzo Narciso. kr Test Reports No.'s HETI-09-2623, HE, TI— k;HETI-09-2646, issued by Hurricane Engine6ring & .fined and sealed by Candido F. Font, P. E. L0128.04) tier for Test Reports No.'s HETI-04-1897, 04-1896B, HETI-04-1377, HETI-024095, ,,02-1253, HETI-02-1726, HETI-02-1728, 142, HETI-02-1763 and HETI-02-1765, issued by ting, Inc., dated 01/14/03 and 03/08/04, all signed and E. �A No. 45 1116.06) 1 9 ►'•0127.23, issued to Lawson Industries, Igc'1�T their wing Aluminum French Doors r IAW.", a4�?( ved ori 5113. •• • sees.. sees . ...• sees. sees.. . sees.. sees.. Jaime D. Gascbu, P. E. Product Control Section Supervisor NOA No. 13-0328.11. Expiration Date: June 05, 2018 Approval Date: June 06, 2013 ANCHOR NOTES: 1. SEE ELEVATIC . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• • • •,,,.• r• y 145 1/2' Max Iblt Width •Sideliie • • Swing _,.• ._,. ti„mtaedtti, ....... •.o m .>-_« . „_ .3omt=vdxh.,_,.._,.: A _-..<., ..r . • • • BIW, OF MATERIALS • ram"il-•DR11=6-_ ,,.PART-#� ..RBQ% .. .DRWJtP 0N -„.,o.....,.-.... --...v.:.... ,_ REHARXB ...,w ........ .:..............M-,.-..... 1 L-901 LU -098 I FRAME HEAD 6063-T6 ALUMINUM 2 L-902 1.II-097 1 FRAME SILL 6063-16 ALUMINUM 3 L-903 LH -090 2 FRANC JAMB 6063-T6 ALUMINUM 4 L-904 1.11-096 2 SIDELITE JAMB ADAPTER 606345 ALUKINM 5 L-906 1-11-092 2 x Panel PANEL TOP 8 ROTTEN RAIL 61)63-T6 ALUMINUM 6 L -9D7 LI1491 I x Por el HINGE STILE 6063-T6 ALUMINUM 7 L -90S LII -D94 1 x POnal LOCK STILE 6063-T6 ALIMINM 8 L-909 LII -095 2 x Panel TUP 6 BOTTOM RAIL AWTER 6063-T5 ALUMINUM 9 L-911 LII -085 AS REO'D. V4 ROUND ALUM. BEAD - 7/16' 6063 -TS AUDENDf 10 L-912 LII -007 AS REO'D V4 ROUND ALUM. BEAD - 3/8• 6063-T5 ALUMINUM It FD -624-2 L-908 2 x penal HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM le VVS-001 TP 3286 AS REWD. Butb Vbgd VtWp.-Tear Plastics, Inc. See NOteral COVOSUon at Sheet 13 PVS-DOl w AS REOD. VTSP. R TUP/SETT. RAILS Schlegel FS - 187'w. X .210% 14 PVS-002 x AS REOD. VTS'P. 2 MANE NEAR B JAMB Shcaget PB - 397w. X 33Vh 15 L-910 LII -089 2 x panel STRIKER MOUNTING PLATE 6063 -TS ALUMINUM 16 FD -619 FD -619-1 2 x {%net STRIKER PLATE 6063 -TS ALUMINUM 17 FD -631 1.II-086 AS REQIX JGLAZta ADAPTER 6063-T6 ALUMINUM is MC -OB SF -5502 2 x Pani DELTA FLUSH BOLT CO TOP 6 BOTTOM OF LOCK STILE) 19 FD -621-2 -024/025 1 SET DEER LOCK / DEAD BOLT SET KVIKSET - Series 6907 COMBO 20 FD -621-2 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE .- Series FB3S0 COMM 21 FD -621-2 HC -024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 n FS -035 AS REWDA Frone Install Screw -Head 5716'- TAPCON C See Notes) 23 x FS -035 AS REO'D. Frar , Install. Screx- ;)orb/SRI 5/16•- TAPCON (See Notes) x FS -026 B FRAME ASSEMBLY SCREW 812 X 3/4' PH.-PHL x FS -012 AS REO'D. JAMB ADAPTER SCREW 810 X 3/4' PH-PH1. FII -634 LII -171 AS REO'a V4 ROUND ALUM BEAD - 1V16' 6063-T5 AL MINUM k24 x FS -043 B GLAZING ADAPT. ATTACH SCREW R8 X 1 V4' FH -PHI. x2/Pani Side Double Rail As-MyS-- 3/8'x2 1/4• Hex Screx 6 Nt 'RP.•'71f1 AUSHEEI x AS REWR NEUTRAL CINE SILICONE Trenco S -S00 32 w x AS REOYD. Lonbmted Floss see Pg. 5 Dupont - Sentry Glass Pius 33 x AS REO'D. L*,&mted Glass see Pg. 5 Dupmt - PVB 34 x x AS REfyA Lanbmted Glass see Pg. 5 Saflex - PVB 35 x HC -002 2/Ponei PANEL ASSY ALID4. PLATE 1 IlVx 2'x 1/6' (6063-T5 ALUM) 36 x HC -004 2/Panel Panel Ass'y Full Lenght Rod 31WDI -20D Rod, Plate. Fmnge Nut 37 x FS -0111 B HINGE ATTACHMENT SCREW BIO X 314' PH / PHI. 38 r FS -044 12 SIDELITE ATTACHMENT SCREV 010 X I• PH/PHIL. - (17' OIC Max) 39 11C-006 pepp=11614 6/job V2' Bo. Hot. Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC -007 52PP118711511, 2/Ponel 7/8. Oto. hole Rug - Nytan 6-6 MICREPLASTICS - Rockett H-79 41 x HC -OO I I/MLT FLUSH BAT SB Rug - Nylon 6-6 SIWCOPLASTICS Int. Rockwell M-79 42 , L-913 1-1I-086 AS IE0'B. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 r x AS RCD'D. BTT FALSE APPLIED MUNTiN 1.25' X JIM- STOCK ALUMINUM 44 L-915 FII -623 AS REO'A FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' Meng 45 L-916 LII-It7 AS REO'B. FRAME LW SILL - OPTIONAL 6063 -TS ALUMINUM 46 FD -635 HC -050 I TVO-POINT FLUSHBOLT LOCK OPTIONAL C FOR t/- 764 psF DP) 47 FD -626 FB -626-I 2/Pone1 FLUSH DOLT GUIDE ALUM ANGLE 1 1/2'. 1 V2'x 1/81 Alun 6063-T5 48 FO -627 FD -627-1 2/Ponel 2 -Point Lack Bolt Gude ANGLE 3'x 3'r 1 112'. 1/8• Alun 6063-T5 49 x x AS REO'D, I.I.Int Sealant- White Colored -Purvis Co.' Super Sent 50 FD -6,M HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND RV5201A-A 51 FD -637 HC- 1 SET MULTI-PUINT LOCK ACTIVE ASHLAND BV5110-STACT5 52 FD -640 HC- 1 SET LUCK PASSIVE HANDLE B TROLSET ASHLAND BW5201A-P 53 FD -639 HC- I SET MULTI -POINT LOCK PASSIVE ASHLAND RWSIIO-STPAS4 54 FD -641 HC- 2 x Pe^M,Ati W-Polnt Lock Bolt Gwlde NYLON 6-6 Rockwell M scale 79 55 x FS- 4/Guide Dolt GWde AttacMent Fastener 46 x Ile PJ4./PHIL. 56 FD -642 HC- 1 x Lock Lock Top Mount Adopter NYLON ADAPTER 57 FD -643 MC- 1 x Lack Lack Bottom Mount Adopter NYLON ADAPTER ANCHOR NOTES: 1. SEE ELEVATIC . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• • • •,,,.• r• y 145 1/2' Max Iblt Width •Sideliie • • Swing _,.• ._,. ti„mtaedtti, ....... •.o m .>-_« . „_ .3omt=vdxh.,_,.._,.: A _-..<., ..r . • • • i 33.13/16 •las. > • A _,,1,35.3/16' m... • hmB • • • • • • • • 0¢ 3 AT TEL SHEET / \ 25" Max. DLD Vidt J • • • • • • t zv • •� • A, D YC.P {a v.. - 9 s Active Inactive - o) OD m E SJ rox t8� 8 Eire M, Sidelite dead -bolt/ t•/.: x%/U. 40 7/1 tausI 6E 8MJ Side its AUSHEEI latkr7 5 I OF 6 FOR �4 6' 13 i/8' 6• 4 ,_� °",_,,",,,,, 1/ 6' 6' 3/4 t2 314• 4 6• 6' 6• 6' V4 -I 3/4 1 5' 1 5' 7 1). QUALIFIES SINGLE k MULTIPLE PANELS (SEE ELEVATIONS). -� - t FLORMDA WILDING CODE. 2). QUALIFIES E SII 145ITH AND WITHOU.X957 SIDELITffi 2). GLASS MEETS REQUIREMENTS OF ASTM-EI300 AS PER CHAPTER 24 OF 3). MAX. FRAME SIZE 148 f/2"e. X 88 0/4"h. OXXO THE FSC 2010 CODE. 4). EXT d( INT FALSE COLONIAL MUNTIN APPLIED Tf/SILICONE. 3). WOOD SUCKS BY OTHM. MUST HE ANCHORED PRDPERLY-TO TRANSFER 6 . QUALIFIES SINGLE OR DOUBLE BOTTOM RAMS LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 6). MAX. DAYLITE OPENING WHYM = 26" 4). ANCHORS SHALL BE AS LISTED. AND SPACED AS NOTED ABOVE AND ON 7). MAX, DAYLTTE OPENING HEIGHT - 83 1/8" DRAVANG DETAILS. ANCHOR EMBEDMENT TO BAS£ MATERIAL SHALL BE B). SEE BLEYATiON AT SHEET lof6 FOR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCCO. B). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTAI.IATION FASTENERS TYPE. IO). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FR1TS ODUCT RRNBWED LIMITATIONS: moxnplyirRwlJhlbaFlaida 1). MAIL OP - 386 F W/ (4) Surface Bolts &Close Types A B. C & D. BoildkgGodo ��$8p (SEE LOCATION QETAILS 0 SHIM OF 6) aoocytmxo No 3 Grp•.®, •�y� z>. MAX OP *76 PSF W/ 2 -Point Lock (active)+ (2) Surface, Bolts of innuive f7� !/�•r!rP 3). MAX. DP = ±76 PSF W/ Flat SDI & must be used where water Infiltration is THOMAS SOT S not raWrred or ape" is protected by over" ratio greate` than one. PRO ONAL 2NOINERR gi 4). MAX DP - ±36 PSF W/ MuRi-Point Lack (1-ocUve)+(1-possIve) of Inactive F4INIeDII P(odu(4 t:s ` Revision t Notos: �� grp y ;;z n Revised to comply e/ FBC2004-Il/01/OB �(f// 8501 NW 80th SL VRevised to comply s/ F8C2007 k added MEDLEY, FLORIDA 33166 Insulated Ilam WWII) INDYJSTRI S, INC. (305) 696-8660 `.• ::Y � ,r, to, *2 Mand Mull -Point took 01/27/11 NANUFAL7URSN OF OT7A(777 ALUM/NUM R'fA'OORT AND f.YdSS DOORS �1 a Revised to comply r/ 2010 PBC s.a,. traw P".( xY.w 1'r"d ta6ymy aarrywra Rwn SNdr PPf : t°L NOA APPROVAL OIPACT FBEail71 QOOR 1 OF 8 y^\ t{ dpJ o` Aewrl 8p ono CMNr4r n Nelsen ICYazo 6I/27/1, La Porten Impact» French Out -Swing Door •}c'.` ,,i Drmvn 4lx Aok De"wm • ? ? ; _l^,,4vY`� Nelson Braso 01/20 12 ATF^)a'':.:'''(.'iG(2 �'e seas n.e.s. w> Nxmt.n a,,..a..n a"•-e.� FD -2003 Awkwr s.o.a y 101 7/8' Hex Iadt VIEW .....�.,_..._....,s,...< SPeneD1 th r oT 8 AT "�35 — 3/16^ naac-3� DRCH64) MIUTU • 1 1 Vl A I • II 3/16'+760 A +76.0 5 ±860 17 3/16'±764 tlG� �o C I IIl 5 1np1 29 3/16•+76A • L • • msR ±76.0 F/,I l LR ±764 C C2 /fir •• •• C� 't� 6 II/j/ I d ±764 D I 6 +860 17 3/16' ±76.0 H� et s +76.0 /, � +76.0 AcjiTte ±76.0 1 6 1 +860 35 3/16' +764 +76A +76A G _fib cd 11 J 9 II p �pq�IIIn a(.)„e H Q MT "0X0" ELEVATION SEE ALTERNATE BOLT SideUte 4PB�0lBS AT Sl2ET Ssing .- . PArmT .Mldih",. ff3 •P3/'I6°.-wmc. •. .. � C. 3/16 - =Z -•-.0 DRCH64) MIUTU • 1 1 Vl • 5 • II 3/16'+760 23 xox DL Vitl +76.0 5 ±860 17 3/16'±764 tlG� �o C • n II • InpI D 5 1np1 29 3/16•+76A • L • • msR ±76.0 F/,I l LR ±764 C C2 /fir •• •• C� 't� 6 II/j/ I SL ±764 D I 6 +860 17 3/16' ±76.0 +760 s +76.0 „t61 6._. ±86.0 29 3/161 +76.0 ±764 +76.0 6 ±86A 31 3/16' +76.0 +760 ±76.0 1 6 1 +860 35 3/16' +764 +76A +76A G _fib cd n— 9 II �pq�IIIn a(.)„e U �I g II • SEE ALTERNATE BOLT✓ , • , ' ` ' , ' OPS S AT SHEET Sof S "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET FnSTErvERS T4YPESOF 6 FOR WSTALLATION . .. .. . . . .. .. . 111 . . 0% . . . . ... 74 1/2.' Hax UAt WWth gQL 38 WS' MAY _ 3B S/8' IID. C•... �1{—. •.••....,,o �t..._. • A " SEPT,. --------- t ��..e._�. E T WSt Yxith "I • A•• • • a • • F ^I 3N6 �T •600 401 M Mox. DL 3 WlkdM� DRCH64) MIUTU • 1 1 Vl • 5 • II 3/16'+760 +76.0 5 ±860 17 3/16'±764 tlG� �o 77'5 ±864 23 3/16'±76A • n II • InpI 28 1/4' 30 34 1/4 5 1np1 29 3/16•+76A • L • • msR ±76.0 F/,I l LR ±764 C C2 /fir •• •• C� 't� 6 II/j/ I SL ±764 D I 6 +860 17 3/16' ±76.0 •600 401 -Cr`- C �• (H1CHE� ANCHO83 •A" & "B" TRJfII • 860:87 • /JAYB DRCH64) MIUTU • -Iclew B" TYPE *C"TYPE `D" F) +/-(PSP10 Vl 5 +S60 II 3/16'+760 +76.0 5 ±860 17 3/16'±764 ±76022 77'5 ±864 23 3/16'±76A ±760 28 1/4' 30 34 1/4 5 +868 29 3/16•+76A • L • • msR ±76.0 F/,I t76A LR ±764 C C2 /fir •• •• C� 't� 6 I SL ±764 ±764 6 +860 17 3/16' ±76.0 +760 9Y 6 +860 23 3/16'±760 +76.0 „t61 6._. ±86.0 29 3/161 +76.0 ±764 +76.0 6 ±86A 31 3/16' +76.0 +760 ±76.0 1 6 1 +860 35 3/16' +764 +76A +76A G _fib cd n— e„ as Act/ive 3v« as EP�(i XX" ELEVATION : "OX" ELEVATION APPROVED CONFIGURATIONS .NOTES .•,,,,y, n��COCDi•1� •- �'=r�xas:�a'b� AND ARE AVAIIAB�LpE�A.S OPTIONAL J. OPR�DOl1HL�E BO OM RAIWLS SINGLE 60T70k1 RAIL 4, OUT -SWING DOOR VATHOUT INSECT SCREEN. C VR0DUCrRBMW9D as emplybW Wl*tW FWvs ® /zfls8 AS J. SO=MinilDe&P/od0e1Cm1Oo1 G .r7 , +• V yrr� R 111 lav Z`; '� s� •. ..: -•; Rev Ind to comply w/ FBC2004-I1/01, fl"Ised to comply v/ FBC2007 & adder ' k '3 Jfa22°s lneulelad Olesa 01/22/20 .. 1,. I,�_` �•' eLlead MWt-Po1nt Look 01/27/11 IYl 11'1.00 J -1.4 to comply v/ 2010 Me i ATE OF . °lr� A'"r"A fir Nelson E -w O1%27%I ?. ' t e• Arawn ea. Aerr . 'm `LpFa��ti Nelson Etsao Ol 20 1 "0" ELEVATION •Laaort." IMPACT FRENCH OUs �N© �0, r.DESHIN'LDAD CHANT.; -Cr`- C �• (H1CHE� ANCHO83 •A" & "B" TRJfII • 860:87 • /JAYB DRCH64) MIUTU • -Iclew B" TYPE *C"TYPE `D" F) +/-(PSP10 1/4' 16 1/4' 1/4' 5 +S60 II 3/16'+760 +76.0 5 ±860 17 3/16'±764 ±76022 77'5 ±864 23 3/16'±76A ±760 28 1/4' 30 34 1/4 5 +868 29 3/16•+76A ±76.0 5 * 31 3/16' 376.0 t76A $ 35 3/16'±76A ±764 ' 16 1/4• 22 1/4• 28 1/4' 30 1/4• 34 1/4• 6 II 3/16• ±764 ±764 6 +860 17 3/16' ±76.0 +760 9Y 6 +860 23 3/16'±760 +76.0 „t61 6._. ±86.0 29 3/161 +76.0 ±764 +76.0 6 ±86A 31 3/16' +76.0 +760 ±76.0 1 6 1 +860 35 3/16' +764 +76A +76A ra. Huar +. wrrioarx xeuuurcae.n rt. nwLUNu woe= • 0 PARENTHESIS PWXTES / OF ANCHORS A]T�FR'0.%VE JAMB. 8501 NW 90th S L S O ® MEDLEY, FLORIDA 1 J4. d Y33166 I DUST IES INC. (305) 696-8650 NANUFACTURNR OF QDAUTF AWAUNUN WINDOWS AND CUSS 1100W Crwa Per! CA.a ~e ied C"V-r Sa6 �aLL• /ram Shea MA APPROVAL wACT FRCNCN DOOR 2 OF S "La Porte" Impact" French Out—Swing Door /-.- N.w . ""' R'^"°•" FO -2003 lawsm rose MULLION Sidelite IR' MIN EDGE 10- TYP ' •I;-»�• DLO Widfli . Width I P 14 14 F-- 1t II.M a a TYP 76 4 INTERIM smB Rall R sm "N -I ®Winm EXTERIOR SIDE INTERIOR SIDE • LL U SUL 2• silt height P- I I''!1I)3'EMBED• r.?,: TYP 5/16• TAPCON W/ 1 1/Y NM EHBE& IS EE NOTES BELOW FOR SPACING) B'Z OPTIONAL - DOUBLE: BOTTOM RAU. DETAIL L71 1/A• F' EXTERIOR SIDEO C.s� MAX SHIx 1 "OXXOa . — UNIT WIDTH MIN EMB . . ... . • . ... .... . ...... . 1. SEE ELEVATION AT SHEET t OF 6 FOR D 18 ANCHOR O.C. MAX. SPACING AND LOCATIONS. / r 2. gg SHEET 4 OF 6- FOR INSTALLATION FTENERS TYPES. pRaDmitiliiffivED /9 \ _ 6 k Active Inactive . . ... . . . . ... • • • • • • 5/16' TAPCON W/ _ - NITERIOR SIDE • • • • • • ••.,_ • • • CSE[ NOTES BELOW FI SPACING) • • • • • • • ••• LOCK STILE*• 000 , • • • • :!'; 20 21 15 16 4 MULLION JAMB 7 46 7 6 " Active • "We • • • • • • • 12 6 17 6 8 • 7 • • • • • 12 23 •' _ 36 • • • • • • • Sideute • • • •• • • f7 712 18 9 10 9 10 it 14 84 "N -I ®Winm EXTERIOR SIDE INTERIOR SIDE • LL U SUL 2• silt height P- I I''!1I)3'EMBED• r.?,: TYP 5/16• TAPCON W/ 1 1/Y NM EHBE& IS EE NOTES BELOW FOR SPACING) B'Z OPTIONAL - DOUBLE: BOTTOM RAU. DETAIL L71 1/A• F' EXTERIOR SIDEO C.s� MAX SHIx 1 "OXXOa . — UNIT WIDTH MIN EMB i p 40 Ice, 45 1 Nz m8 1s D DLR B3 12 1/ S j (�) OPTIONAL SILL Ielgh' I IB irYf j� � �;• rrw • 9PTIONAL BOLT BOTTOM RAIL 5/16• TAPcma W/ TYP t SEE DETAIL E3 FOR MOUNTING LOCATION) i 1/2' MIN EBELO tSEE NOTES BELOW FOR SPACING) TWO-POINT MULTI -POINT FLUSH BOLT & FLAT SILL NOTE: 23 VAX OP a t76 PSF WX. OP a *86 PSF TWO-POINT LOCK LIMITATIONS: DOORS L SIDEUTES WITH THIS SILL TO BE 95 1/4' MAY. FRAME HEIGHT. OPTIONAL LOCK DETAILS 1)• MAX DP a t86 PS' W/ (4) THIS TYPE OF SILL IS LIMITED TO i/^ 76D psi DESIGN LOAD AND Surface Bolts & Glass Types A. 8, & C. MUST BE USED WHERE WATER IWILTRATBLN IS NOT REQUIRED OR THE THO A6: ,,$OTOS 2). MAX. UP t76 PSF W/ 2 -Pant EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PROFESSIONAL lual Lack (octive)+(2) Surface Bats 0 I1.oC&e OVERHANG GREATER THAN OR EQUAL. TO THE HEIGHT OF THE WALL ///7/� //��QWHERE THE DOOR DOOR IS LLOCCCAT/E�'77]Des�®D. ., y°-�,.•'. L'.: ;, ..: f.},) Haised t Notes: 1LJl 1�1 C p tl1 1 9 y Revised W comply r/ P8C2004 -11/OI/O6 8501 NW 90th St. f t - �> Revised to comply s/ FBCZ667 & added MEDLEY. FLORIDA 33166 Insulated Glass 01/ZZ/10 N D LJ E N C. (30) 696-8660 AsMand Mult-Point Leak 01/27/11 MANUFACTORER OP QUAWT AWMIMM l7RDOWS AND WASS DOORS ®• Revised to comply w/ 2010 FBC a,—NOW h„r naa tanw.g s/Raerr 'ane aa..a NOW APPAOYAL IYPACT FRENCH Dealt to 6 ..! t,^^• 0 RnAad e" H aw tTtie#rdr Nelson Erazo 0l/27/u La Porten Impact» French Out—Swing Door 'U ��q3b' °i�"'�` Noleon Erazo 01/20/IE \� �'1' i )ATE i$i4It Sraru n.Le. s! N•eneur n„mu,° Ruvdv: FD -2003 sMwe.. We+,e m tT' ANCHOR NOTES: 1. SEE ELEVATION AT SHEET t OF 6 FOR D 18 ANCHOR O.C. MAX. SPACING AND LOCATIONS. / r 2. gg SHEET 4 OF 6- FOR INSTALLATION FTENERS TYPES. pRaDmitiliiffivED /9 \ _ 6 k Active Inactive Date z f� i p 40 Ice, 45 1 Nz m8 1s D DLR B3 12 1/ S j (�) OPTIONAL SILL Ielgh' I IB irYf j� � �;• rrw • 9PTIONAL BOLT BOTTOM RAIL 5/16• TAPcma W/ TYP t SEE DETAIL E3 FOR MOUNTING LOCATION) i 1/2' MIN EBELO tSEE NOTES BELOW FOR SPACING) TWO-POINT MULTI -POINT FLUSH BOLT & FLAT SILL NOTE: 23 VAX OP a t76 PSF WX. OP a *86 PSF TWO-POINT LOCK LIMITATIONS: DOORS L SIDEUTES WITH THIS SILL TO BE 95 1/4' MAY. FRAME HEIGHT. OPTIONAL LOCK DETAILS 1)• MAX DP a t86 PS' W/ (4) THIS TYPE OF SILL IS LIMITED TO i/^ 76D psi DESIGN LOAD AND Surface Bolts & Glass Types A. 8, & C. MUST BE USED WHERE WATER IWILTRATBLN IS NOT REQUIRED OR THE THO A6: ,,$OTOS 2). MAX. UP t76 PSF W/ 2 -Pant EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PROFESSIONAL lual Lack (octive)+(2) Surface Bats 0 I1.oC&e OVERHANG GREATER THAN OR EQUAL. TO THE HEIGHT OF THE WALL ///7/� //��QWHERE THE DOOR DOOR IS LLOCCCAT/E�'77]Des�®D. ., y°-�,.•'. L'.: ;, ..: f.},) Haised t Notes: 1LJl 1�1 C p tl1 1 9 y Revised W comply r/ P8C2004 -11/OI/O6 8501 NW 90th St. f t - �> Revised to comply s/ FBCZ667 & added MEDLEY. FLORIDA 33166 Insulated Glass 01/ZZ/10 N D LJ E N C. (30) 696-8660 AsMand Mult-Point Leak 01/27/11 MANUFACTORER OP QUAWT AWMIMM l7RDOWS AND WASS DOORS ®• Revised to comply w/ 2010 FBC a,—NOW h„r naa tanw.g s/Raerr 'ane aa..a NOW APPAOYAL IYPACT FRENCH Dealt to 6 ..! t,^^• 0 RnAad e" H aw tTtie#rdr Nelson Erazo 0l/27/u La Porten Impact» French Out—Swing Door 'U ��q3b' °i�"'�` Noleon Erazo 01/20/IE \� �'1' i )ATE i$i4It Sraru n.Le. s! N•eneur n„mu,° Ruvdv: FD -2003 sMwe.. We+,e m % % 3/16' TAPCON W/ CON W/ S, CR4jpA,,,____ ING— ...... ...... 0 0 INTItIOR :;,Pj INTERIOR SIDE LACK STILE LOCK STILE JAMB 19 20 21 LO K STILE 46 2.5 JAMB•• 1 20 21 6 7 (15) 7 7 Active Inactive tive 9 7- 7 1 12 27 12 12 71 O MAX S F it L j G2 H2 1I 1/4' _�E EXTERIrR SIDE IN ' UNIT WIDTH IMY. IEiM D UNIT WIDTH EXTERIOR SIDE CTYPJ EXTERIOR SIDE 50 51 3 INTERIOR SIDE 5/16* T wo, _SA6* TAPCOM V/ LOCK STILE Ir MIN, MIN EMBED, 4 56 57 NOTES FOR SPACING) EDW DIST 1EFMOTrS FOR SPACING 19 21 TYP SIDE •t- XR Active 7 I x CPT.)K 0 37 pRom=RBN[BWUD "Un"=9,10 12 vdtlttho la 2 x tP.T.) - 4 1' M 11 IhL Wan B= TYP V 15<t r 4 Active SIdelfte j 0— 1/4'TMAX 17 1 1/4* MAX SHIM TYP. I Dodo prodad c� LOCK STILE12 44 SMIM� TYP EXTERIOR SIDE 0 Zz 8 8 8 12 14 38 Sfdeute "IX SLICK" MINIMUM RECHARED FASTENER L ENOTH Attach"nt screw Screws e each stile of jo.bs, O HEAD: 51" 1 3 1/2" Long TAP N(..) ]a tot*t P., st"tte EXTERIOR 31 SIL 6 x 2 . INTERIOR SIDE INTERIOR SIDE S/ 3/4" M 2a 3 50 51 ' .uwoNs: 16- X 2 1/4- 5 'ON BY LOCK STILE 72X IRUCK' MINIMUM REOLURED FASTENER LEN Tu U3 W i3 33 3M1 ii z w EXTERIOR SIDE 56 5 HEAD- Yt6" X 3" Long TAPCON(-) x SILL: 5 16" x 2 1/4" Long TAPCON(-) 4 43 43 z 0Active 7 7 1 ctive JAMB: 5/16" X 2 1/4" Long TAPCON(-) :Z3 MULUONS: 5/16" X 2 1/4* Long TAPCON(-) K _j 114TERIOR SIDE _T 4-1 TAnDN BY -ELOD- OR -BUILD C1 17 17 NOTES. ALL FASTENERS WZ I I /Zr MIN - EXTERIOR SIDE � --a . ALL CON LENGTHS *V SPECIFIED ARE�MTNINUMS 2 THOMAS 1. SOTOS SEE ELEVATION AT SHWr ,FOR n2 PROT11T Ur EXTERMIOR ANCHOR MAX, SPACING AND LOCATIONS I O 23 Q13 12 12 Revidon Notew Revised to comply wl FRC2004 -11/01/05 8501 NW 90th Si. B1 Revised to comply W/ F=007 & txdded LA WS ON MEDLEY. FLORIDA 33166 55225 * houlated Glees 01/22/10 Cxf:f35 —TJ _,3,rn_zMs INC.(305) 696 -MO SI SRI LL Height SILLMANUFACTURM OF .W A"WIPUM MIM YS AND CLASS BOORS A.Mml lllt-Point Lack 01/27/11 Reviftd to comply 2010 FOC OF 6 E OF WPACT FREIXN OM =IAL 1P • T7 MIN EMBED •IN EMB�ll Nelson EM20 �017=7/11 "La Porte" Impact" French Out—Swing Door TYP TYP 5/161 TAPC13M W/• bu0"2-0/'2R"Nolton Erazo OL 20 CS&TALLATI& 4UTES FOR SPACING 1•_ L—b DATE_ ..L. FD -2003 •a •• • • • •• AS: • • • • • • • • • • • • • ••• • • • • ••• tE I/4 smut AT[rttogRT 31 • • ... .._.....,_..._.. •. ...,._..._..,_"'.__��.m __-a-... ./, ..._.. ,-e>EAa....,......,,__.-_ scows .ax ASSE1 v sCREVs AIM `.� • • $12 z 3I4• PXIPHn. • • • J— WEATxiRSTR1P FA i DP • • sax AwPTEri .INTERU ._ ,b.,y�1��4 , �F DiTE¢I0R six °0°R '"°° •s1'i A•• SIDELITE/JAMB ATTACHMENT DETAIL ABLE FRAME ASSEMBLY DETAIL GLA21Hi 7' a �ip—MIODD - o SILL SEALANT DETAIL DTE• KAMM TD BE SEkL" SM." 10 SILL /LEFT DDDR D� S[OL 10 LIFT OFF // AND ¢E¢WE!/% viniviAL TXREAMB Imo 3Ar 01. LOVER DEPTH LOO + SCREWS PITKHIERT/ II rD . 3/4• PIfIPWL. HINGE ATTACHMENT �y DETAILS PCCESS H AE / m . LIST kARD !DIFF LEW-19 DDDR STILE W STILE IMF0K "�\HIRGE ATiPOOC¢T )QX ¢¢T AMD vPET4:¢ 1 "°� "" "m PANEL AS DETA3L,. ; £�L•`:YJJ..JT+arxl+A�tE` tj'?WIF:Qr'.4:4F AT.EELS HOLE DOVER �-• VOTTIN LEFT JAMB 1114 SNS OR SELF DRILLING SCREWS INTO METAL 1mE ES STRUCT !SEE MIT" SPACINM .....11..-. �1c-I IN EDGE DIST. 1114 SMS OR SELF BRILLIM SCREWS INTO METAL STRUCTURE .466. 0 A laminated Glass b Du (SCE NOTES FOR SPACING) ITEM 1. MIN EDGE DIST. r-12 GA MiPt (fy a 36 KSI NINA 1 Anneol S1FA 7U8£ OR CQLUmi D9V 9D' Ak'onSt SGP Interinycr,-_J•JJT{[.,. (STEEL IN CONTACT W/ ALUM. TO BE PLATED OR PAINTEM �� "ICla�eg Ddy1h• �sCimT • i •}�4 Romjd • 3 • • • �,e1la+ 10 EXTERIOR SIDE GLAZING DETAIL #1 INTERIOR 10 Glazing Adapter 6/16' Laminated Glaaa 33 C (SEE TAME M/ CORRESPLLVDiI& GLA21NG TYPE 1. DESCRIPTINO 1/4' InautalLed Air Syme Temx/ 1/6' p. Glave INSULATED SPACER •-Seot•- GtezlTIE Bead B_ sBe4SMsS.: rr Black U7l Pt.M.. GLAZING DETAIL #2 sari )IYtDe EMD PLVD- t ,�L1 °�•t�o��dii� s)m poo - GLAZING TYPE & DESCRIPTIONS GLAZING E & ESCR I N .466. 0 A laminated Glass b Du at - Cla&L T A" ITEM DESCRIPTION pET 32 1 Anneol e D9V 9D' Ak'onSt SGP Interinycr,-_J•JJT{[.,. •-T• a 3 3rt6' Annealed .340" 0 A Laminated Glass bv Du ant -- T e "B" I e 3 1/e• Anneoied .096 ' D..P_t PVB InteHoyer US' Arnenled DETAIL 33 T aatr ..340 0 A Laminated Glass bY Solutin - Glass ITEM I DESCRIPTION 1/e' Heat-str¢nDtheneH Fdn6n DETAIL 2 ZI! met PVB InterlAyer O A Laminated Glass by Solntia - Glass T a E ITEM 3 1/D• Hent-Strenptherretl Gtnss ltitM GLAZING TYPE & DESCRIPTIONS .340 0 A Laminated Glass+by Saluda - Glass T D rTBN . DESCRIPTION DETAIL 1 1 I/B• Heat-StrenothA and Gtos6 © DIP e D90' PVD - 3 9theyed 11B• Hent-Strenptnened fAoss HAot 4 1/4' INSULATED AIR SPACE 'y,H[, S 1/B' TEMPERED GLASS .340 O A Laminated Glass by Solntia - Glass T a E ITEM DESCRIPTION DETAIL, 1 1/9 Hent-StrergNth¢neot Gkss6 ' —41 ' y,"p 4 1/4• INSULATED AIR SPACE S 1/9• TEMPERED GLASS __7++ 11/4' MAX SHIM TYP. r IF 1/4�' MAX. SHIM TYP. �'YI PRODLICLB�'� xnu ttARIw�_+d AS ¢omplYi"B wiOrtha Florida }t 5/16' ELCO TAPCON W/ 1 U4• HUt FOSE GIST. 1 U2' MIN EMBED. 2' MIN. 5/16' TAPCON W/ �- -{ TYP (SEE NOTES FOR SPARING)) III- BCE DIST 1 2• MLro EMBED. INTO GONG ( OS II BINGE ASSEMBLY DETAIL TIP (SEE NOTES FOR SPACII (GONG.) BE 3 KSI MIND 2 x <P.T.> PRO ?iAI: INFER #Fp-824-$ Mima1 P[oderA - . `.," ; y:+, v •s ;*::.i •. WOOD BUCK `- . •, : a••• , (SEE GEN. NOTE 63) ttr••••... T av Revision Notse: ®]� ® �'/'/��/� /J�`�,/% Revised to cora s $JL 1�1 P' 9 1 V „ rH.-r ;,- ;.:<';.;'?•;,s;:: � , f',� � ply / FBc2Doa -11/01/08 6501 NW Bot11 St. -F G ✓- Revised W comply lr/ PBCE007 &added MEDLEY. FLORIDA 33166 T •" Ineuleted Gleet 01/e2/10 IN ST 13, I -TC. (305) 696-8660 1/4• MAX. SHIM TYP. 114• MAX. SHIM TYP. Addend Mult-Point Look 01/27/11 MANUFACTURER OF ORALITY ALUA17NW WINDOWS AND GMM ODORS �_ Revised to Comply Tr/ 2010 FBC D)av LTew Pew haw Prod Lc(.am8, sn"/Noed; uwv sAwa '� ^' HOA APPROVAL IMPACT FRENCH DOOR 5 OF 6 ' pj� i3F• %{u; NOTE, ti ' .?: ae Bwind Nelson E-0 Dab CAtebi n x OPTIONAL INSTALLRTUIN DETAILS MAY APPLY .I Cr: �6t� Ol/27/lA "La Porte Impact French Out—Swing Door TO DOOR FRAME JAMB AND/OR FRAME HEAP FRAME INSTALLATION OPTIONAL DETAILS u�tny °"- ort�tt D" Nelson Erato1'01/20/1, (TYP.) /(�iwv'!-tyat _ __ DATE_ — ( t. ��4J. avec: n.tJs. Pe.1 N.e„ber D.-AAC Herb'" FD -2003 A'K awn` ti • • ••• • • • ••• •• •• • • • •• •• • ._ 33 vii $ ..,_.srEEt aaET.... q� _ v g gj $ S b � ' gg 5 ,-,..,•sTEEL'"am.r GUIDE gg 6 b 'D s� 9 a g 3- I /6 ,FLUSH FLUSH BOLT AND TWO-POINT LOCK GUIDE OFD -827-I A76 ^{i- .875 A62 J— I 1259-, GLAZING ADAPTER OL -910 �-A78• • _ ...,.:. �— X460 .986 • •--A• L . �•.' 28 QUARTER ROUND 11/I67 BEAD OFD -634 • • • �• 5 • • • - .09b • • • • • • •i . . ... • • • IONGE STILE • • • B OL -a07 • • • • • • • 4.50D ---4 _ .. . ,,. 1.750 A65 O FRAME HEAD I 1812 — OL -901 119 730 2.031 _ I HINGE LEAF I1 OL -908 0 • • • • �7�b j i� r 906 QUARTER ROUND 10 (3/67 BEAD BL -912 • • • • • •wow7� A98 4750 A75 505 __ � f jjj�� 124 f 1.500 . .IDO 964 .064 2000 �-- — 4.500 -- —� •-({-A70 A3 $ flit 'r .. 'xr� ,,• ., rntxs. § n v� OPTIONAL ¢$ TWO-POINT LOCK LOCK OHC -050 76.0 pat DP) NOA.TI-POIN MR ACTIVTE C�ADE _.w.. _ �.. �.-. _ 50 51 ACTIVE HANDLE 6 TRIHSET gE4 5 9 .• • ' Si EL BTA,T a MIA.if-POINT LOCK PASSIVE 4am„-.-, um �..' --: N.._. 52 53 PASSIVE HANDLE n TRINSET y JOE57 ST�EEI.T FLUSH BO TANS 47 ANGLE GUIDE f 1/2" LONG#FD -MB-1 OAS 1.250 .045 HALF ROUND l— Iy56 835 :808 -F—{—� Q UARTE_ R ROUND O (1/47 BEAD OL• -911 O PANEL LOCK STILE O FRAME SILL 1.75 - rb 1 72 wN ,[m.rs:Env -i PANEL TOP & 5 BOTTOM RAIL OL -906 O L750 � .065 , ar? T 1912 .136 � 1.812 --I A63 MB_'.AOAWI'ER..... .,. .,..... ct.:u wu 9f1+Y.^-t°ey2 r�aa�/»r�v rM . , -.swig'<'?YAY4'�!�vis?9'_ ..N..., -11/8' SIDELITE PANEL. ALUMINUM PLATE 3 E LANG BHC -002 1.625 LOJ9 A62Ta.000RAP- ADAPTER ., PlmdVinyl C am ion-TePlastic, Inc. a3ae 1 �J8 DAN ..1 IF--4A66 O FRAME HEAD SHEAR PLATE 44 OL -916 'i. PPJC81adcCom oundNo.710045 PHYSICAL AF17Yl A'O. D,v .:s,,Hsd= A°,IOa 75 112240 SP:dOs umiq° 140 0-792 TemikShaagO�,PST 1640 IJG8 uw=ta mm dem, % 110.0 D638 MdLdm@ IOOXEk gxUa,PSI 765.0 11638 llriul®ase, JLO D-746 FRAME JAMB OL -809 Sm - STADYESS S7E0. BDL7 (.> eo Sm. O.D. ass C. 76n ,., „� a0 SSS ,./_ 9&0 P ; OINACTIVE-PANEL I8 FLUSH BOLT OHC -001 •2. FP1X WhRe: Compamd No. 7287-7B NOTE 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS PRODUCTRWRVIED asa0mplyingtvithlhePlotida de f ryQ f t a'o"o a 1 'Q3L�. L 1 �/�REFER 1B JOD ¢5 FRAME LOW SILL N0 OL -916 TO DETAIL 'D3'AT SHEET 0 3 IIF 6 ADDITIONAL NOTES AND LIMITATIONS. PHYSICAL ASTM NO. DuanrtorHmda�°A",10so: 75 112240 SPsdftGmiW 1.456792 Tevsii.Shcnlah PSl 1640 D-118 1110amie Elanw: 325.0 0638 Medahm®IW/.iD. &n PSI 765.0 D•AS lmwouli-= 6746 TH J. PRO OMA. OMEER ggN,FOR ., �v.LRevision �E',• ,�,' £- '° -A ,,•',kp; � `` .. � '1 ^ i. ..:3 > ;�;T'1 i_.. r✓;. `- .,� �� '• • -�-;+"J,."�,�'�� '� .0 : �'a".• L. �' .4 e`y°%^'"` DATE1�H�6CUfJ Notes Revised to comply a/ F11=04 -11/01/05 Revised W comply n/ PliC2007 4 added Insulated Glees OI />R/10 Ashland NUIL-Point Look 01/27/11 Itevlaed to comply V/ 2010 FBC //7ry�- [��Q �//��/% (��y /]��/% 8501 NW 901h SL 1LJl g V p S fl0 1 9 MEDLEY, FLORIDA 33166 IiV'DUST RIES INC. (305 69F>-8660 XANUFACTURSR OF QDALfTY Alf/MlNDAf !lNDOPS AND CUSS lJOORS Optional Multi—Point 88.0 Locks pat DP) t,,� �,,,� — `�" "° `” - ['==. — IYP1lCT 8 OT 6 awwA as, Nelson Erase mt. rd.�.a: 01/27/11 n n n La Porte Impact French Out—swing Door Active Lock ASHLAND #V5110-STACTS Passive Lock ASHLAND #V5110-STPAS4 0'"1°"sv` Nelson Erazo 0 012 HANDLE 6 TRIHSET ASHLAND 4V5201A-A HANDLE 8 TRINSET ASOV52MA-P a.ta. FD -2003 R"'t'Y""�""e .N