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WS-17-1957Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -8-17-1957 P E Permit Type: Windows/Shutters r 1ark Classification. Window/Door Replacer Permit Status: APPROVED Issue Date: 8/21/2017 Expiration: 02/17/2018 Parcel Number Applicant 157 NW 103 Street Miami Shores, FL 33150- 1121360131540 Block: Lot: CASSA GROUP LLC Owner Information Address Phone Cell CASSA GROUP LLC 18181 NE 31 Court AVENTURA FL 33160- (305)610-1905 Contractor(s) Phone CeII Phone JRA CONSTRUCTION GROUP LLC (305)819-7844 Valuation: $ 9,440.96 Total Sq Feet: 256.84 Type of Work: REPLACE 11 WINDOWS AND 3 DOORS FROM No of Openings: 14 Additional Info: REPLACE 11 WINDOWS AND 3 DOORS FROM Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $3.60 $3.60 $2.00 $240.00 $9.00 $8.00 $272.20 Pay Date Pay Type Invoice # WS -8-17-64744 08/21/2017 Check #: 7532 08/01/2017 Check #: 7507 Amt Paid Amt Due $ 222.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID VI % construction an rtify ' -t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating uthermore I authorize the above-named contractor to do the work stated. ed Signature: Owner / Applicant / Contractor / Agent Building Department Copy August 21, 2017 Date August 21, 2017 1 as -\.1c__ Qor rnO. x.13 -- 37 n BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG O 1 Mtl FBC 2� Master Permit No. S R -1c=154 • Sub Permit No. []BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ID RENEWAL PLUMBING ❑ MECHANICAL D PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S '4 AI 1J 10-2D Sys' City: Miami Shores Folio/Parcel#: I\ - 2-15 .— o L 3- 1 S g 0 County: Miami Dade Zip: 3 3 1 5 0 Is the Building Historically Designated: Yes NO L Occupancy Type: V -3--S, Load: ,-- Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (4S 5A Como P L LC Phone#: 305 - 410 — t? o rc Address: 1 Q I$ k Ant. 2t. 31 G T -'f S 0y1 City: IQ.\S -‘ -A State: ` L Zip: 3 3 ( to 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Z -12-A, CoNS'f i-Vc.4 i ov Gawp L. -LC Phone#: ?V5/'198'1( Address: 513 5 S W (o $ PC City: f"kfa-141 i State: R. Zip: 3 31 33 Qualifier Name: Ado!, ( l_ei Ii 145e✓ Phone#: State Certification or Registration #: CCC I5ZO(4 80 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 GI Lf 0.11(0 Square/Linear Footage of Work: Z 5 (o • 8 y Type of Work: ❑ Addition ❑ Alteration D New ❑ Repair/Replace // ff II El Demolition !Q Description of Work: CQ (( we Keo ,,,),3 a.�n.e1 3 (00 LS' .(OWL re? tot{ 4-0 1 1 Specify color of color thru tile: '' Submittal Fee $ 5-OPPrr; 0 Permit Fee $ /'ZII -1 r CCF $ CO/CC $ J Scanning Fee $ "I Radon Fee $ 9 O DBPR $ S • 0 Notary $ Technology Fee $ O Trainin ucation Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ ZZ 2 . Z n Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 valueexceeding $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 0 ER or AGENT The fore •' g instrOm t was acknowledged before me this The foregoing instrument was acknowledged before me this / day of � - 20 / , by 5 day of k )V )\ , 20 , by /.m . l Z`ho is erson Ily known/to i }� , r i44 , who is personally known o _- as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: RAYMOND A. DEQUARTO Notary Public, State of Florida Commission# FF 123597 My comm. ••4dires June 2, 2018 **************************** APPROVED BY (Revised02/24/2014) s Notary Public - State of Florida My Comm. Expires Aug 23, 2018 ;;;'''�► Commission # FF 147113 •: Bonded Through National Notary Assn Sign: **************************************** Plans Examiner Structural Review **** *********************** Zoning Clerk Property Search Application - Miami -Dade County FHC E THEPa Page 1 of 1 ERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-1540 Property Address: 157 NW 103 ST Miami Shores, FL 33150-1235 Owner CASSA GROUP LLC Mailing Address 18181 NE 31 CT 509 AVENTURA, FL 33160 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,620 Sq.Ft Living Area 1,372 Sq.Ft Adjusted Area 1,491 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $196,886 $164,440 $164,440 Building Value $48,264 $103,774 $103,774 XF Value $1,184 $1,188 $954 Market Value $246,334 $269,402 $269,168 Assessed Value $246,334 $269,402 $96,373 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $246,334 $269,402 $172,795 Homestead Exemption $0 $Of!! $25,000 Second Homestead Exemption $269,4021 City $25,000 Widow Exemption $50,500 Taxable Value $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 17 & W1/2 LOT 18 BLK 127 LOT SIZE 75.000 X 122 OR 14581-516 0690 5 Generated On : 8/1/2017 Taxable Value Information 2017[ 2016; 2015 County Exemption Value $0 $0 $50,500 Taxable Value $246,334 $269,402 $45,873 School Board Exemption Value $0 $Of!! $25,500 $70,873 Taxable Value $246,334 $269,4021 City Exemption Value $0 $0 $50,500 Taxable Value $246,334 $269,402 $45,873 Regional Exemption Value Taxable Value $0$01 $50,500 $269,4021 $45,873 $246,334 Sales Information Previous OR Book - Sale Price PageQualification Description 06/13/2016 $277,000 30118- Qual by exam of deed 1220 05/12/2011 $100 27692- Corrective, tax or QCD; min 1209 consideration 06/01/1990 $0 00000- Sales which are disqualified as a result 00000 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/1/2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the constriction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project The contractor has provided an affidavit stating that he or she will be the only person allowed to:work on your project In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, parttime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this 2. 0 day of 3%) , 20 1. By Sikvo-o-,. j r\A-e_1'p SEAL: who is personally known to me or has produced as identification. LUIS OLIVERA Notary Public, State of Florida Commissional FF 955560 My comm. expires Jan. 28, 2020 JRA Construction Group LLC July 13, 17 State of Florida Dade County Before me this day personally appeared Adolfo F Reutlinger who, being duly sworn, deposes and says: That he will be the only person working at the project located at: 157 NW 103rd St, Miami FL 33150 Adolfo F Reutlinger Personally known Sworn to me on this 13 day of July, 2017. B ESTELA M CARMONA `„.:;,11;174,:;,,,, 'o• .`. Notary Public - State of Florida My Comm. Expires Aug 23. 2018 in.�. ,F �_`,°� Commission # FF 147113 Bonded Through National Notary Assn. Detail by Entity Name Page 1 of 2 Florida Denartp'ent of State !?,.org PiiiJr .'r r',”, ',Alt. 1411_,f1 D',,:4111; _e Department of State / Division of Corporations / Sezrch Records / Detail By Document Number / Dr VItSi ON OF CORPoeASONS Detail by Entity Name Florida Limited Liability Company CASSA GROUP LLC Filing Information Document Number L14000152474 FEI/EIN Number 47-1962290 Date Filed 09/30/2014 State FL Status ACTIVE Principal Address 18181 NE 31 CT 509 AVENTURA, FL 33160 Mailing Address 18181 NE 31 CT 509 AVENTURA, FL 33160 Registered Agent Name & Address SILVANA, CARPINTERO 18181 NE 31 CT APT 509 AVENTURA, FL 33160 Address Changed: 01/23/2017 Authorized Person(s) Detail Name & Address Title MGR MIZRAJI, CAROLINA 18181 NE 31ST CT APT#509 AVENTURA, FL 33160 Title MGR CARPINTERO, SILVANA 18181 NE 31 CT APT 509 AVENTURA, FL 33160 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/1/2017 ACOROJ CERTIFICATE OF LIABILITY INSURANCE �� DATE(MM/DD/YYYY) 8/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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 Keen Battle Mead & Company 7850 Northwest 146th Street Suite 200 Miami Lakes FL 33016 CONCONTACT Christine Joseph (305)558-1101 No): (305)822-4722 PA/c No.Ext): FAX EMAIL c• ose h@kbmco.com ADDRESS: p INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:International Ins Co of Hannover COMMERCIAL GENERAL LIABILITY INSURED JRA Construction Group, LLC 5935 SW 108th Place Miami FL 33172 INSURER B : IG06C001522 04 INSURERC: 8/14/2018 INSURERD: $ 1,000,000 INSURER E : INSURERF: COVERAGES CERTIFICATE NUMBER:17 / 18 GL • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSn SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYY1) LIMITS A COMMERCIAL GENERAL LIABILITY IG06C001522 04 8/14/2017 8/14/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MEDEXP(Anyoneperson) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L R AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMP/OP AGG $ 2,000,000 $ AUTOMOBILE _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) ContractorLicense# CGC1520480. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Alex Perez/CJ ACORD 25 (2014/01) INSO2S (2014011 © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 REUTLINGER, ADOLFO F JR JRA CONSTRUCTION GROUP, LLC 502 9TH AVE APT 9A NEW YORK NY 10018 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please tog onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA- DEPARTMENTTOF.BUSINESS AND PROFESSIO LrREGULATION.. CGC1520480 % CERTIFIED GEN REUTLINGER;. AI3 i FOS JRACONSTRUC'iON(GB0 ,•LrCC-. t.tED- 08i23I201s P' - NTRACTOR, 4.61 1S.CERTlFIED°under the:p�provisio isxof•Ch;489`FS: Expiration date „=AUG3t,"2o18-.,_,.^•"""11608230003304,—""" DETACH HERE KEN LAWSON, SECRETARY _ -- —STATE OE FLORIDA -, —DEPARTMENT OF BUSINESS AND. PROFESSIONAL'REGUL°ATION . CONSTRUCTION INDUSTRY.LICENSING,BOARD . LICENSE NUMBER amu. '. ' ,,, `„, .`. '. °'9.,,.,,,.."�+,�.,`',, ;"'\'', CGC1520480 �"' — ,-•-.,,--'; =_` ,. `--�`'*,��`\\,.. The GENERAL CONTRACTOR s - Named below IS CERTIFIED -I-- - Under the provisions of Chapter,489 FS, Expiration date AUG`31, 2018 -=�--, 3 ',� %REREUTLiNGER 'ADOLFO F J ,„tz-- '..� ,, ,..._ �`,,,JRACONSTRUCTION G _ e P LI."C ----,„,,L.,""._ -``�,� '.5935 SW0108 PL ✓t ��, `�---�`-r, -/MIAMI.- L3311:.----------="----...,,,,,-"'- ',7--'7,3,0„..,„,..,, ,Q4e, ` ISSUED: 0812312016 DSP UIRC SEQ # L1608230003004 Local Business Tax Receipt Miami -Dade County, State of Florida -This 15 NOT A MI. - DO NOT PAY 7112840 RUMNESS NAME/LOCATION JRA CONSTRUCTION GROUP LLC 5935 SW 108 PL MIAMI, FL 33173 OWNER JRA CONSTRUCTION GROUP LLC Worker(s) 1 RECEIPT NO. RENEWAL 7390438 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at Mac(' of business Pursuant to County Code Chapter BA - Ail. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 GENERAL BUILDING eV Tout COLLECTOR CONTRACTOR CCC15204J 75.00 09/21/2016 0229-16-009015 Ns Loco. &,k11 TM. Receipt aely cecina payment of the Local &slam Tex. The Receipt is .94• monk or a csetleatime die Madders amenkmtions. to do lomiames Itoidat it opoply with say goronanestal at zWiil nem laioey tows and reisireements which apply to doe loorismA /Attica The RECEIPT NO.ebore mil Pe displayed oil all commercial relict,* - adimmi-Dade Code See lia-VL Tor mace infrontatieut. ettehlmickm14942zadartielistu ACOROJ CERTIFICATE OF LIABILITY INSURANCE �----- DATE(MM/DD/YYYY) 7/7/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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 Keen Battle Mead & Company 7850 Northwest 146th Street Suite 200 Miami Lakes FL 33016 ACTChristine Joseph PHONE (305)558-1101 FAX (305)822-4722 (A/C. No. Ext): (A/C, No): ADDRE-MAIESS:� PL c ose h@kbmco.com INSURER(S) AFFORDING COVERAGE NAIC # INsURERA:International Ins Co of Hannover COMMERCIAL GENERAL LIABILITY INSURED JRA Construction Group, LLC 5935 SW 108th Place Miami FL 33172 INSURER B : I006C00152203 INSURER C : 8/14/2017 INSURERD: $ 1,000,000 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:16/17 GL • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRINSD TYPE OF INSURANCE ADDL SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A COMMERCIAL GENERAL LIABILITY I006C00152203 8/14/2016 8/14/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100, 000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GE X 'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per ( ) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITYY/ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N N/A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached It more space Is required) ContractorLicense# CGC1520480. ER Miami Shores Village Bldg 10050 NE 2nd Avenue Miami Shores, FL 33138 Dept SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Alex Perez/CJ ACORD 25 (2014/01) INS025 mum) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA 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: 11/3/2016 EXPIRATION DATE: 11/3/2018 PERSON: REUTLINGER FEIN: 451045258 BUSINESS NAME AND ADDRESS: JRA CONSTRUCTION GROUP, LLC ADOLFO 5935 SW 108 PL MIAMI FL 33173 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR F JR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Acivi ro F. Zu-f (14 Date Print Name RECEIVED 111111 AUG 011017 11111 C O R P OROOQ C©RPORATION CI441 SITE SPECIFIC WINDLOAD CE 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 71988-5368 Date Requested: 6/27/2017 7:29:43 PM Client: Yohander Leon PMYY Leon Corp 630 SE 7th PI Hialeah, FL 33010 Mailing Address: Yohander Leon PMYY Leon Corp 1711 W 38th PI, Suite # 1204 Hialeah, FL 33012 Project Address: 157 NW 103 St Miami Shores FL 33150 Job Name: Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2017 , Copyright AI-Farooq Corporation Carlos Gutman •••• • • • • .... Wind Load Analysis for compondPs and claddi(i§Aji impact protection as per specifiedlit f ASCE 7'10'& 2014 FBC. • • .... • • •••• .... Design Wind Pres:Aires (PSF) Trib. Area (ft 2) 10 ZONE 4C23 ZONE 5t Zoiie4:•• +40.1 MI • • • • Zone 5 • -53.6 • . . .. . ... • d.10% OF LEAST HORIZONTAL 01104/1ION HEIGHT 'H" FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT d Valid Only with Engineer's Seal ZJjy CAN (EB) #3538 6/27/2017 • • ... .• •. � • •••• • • i CM toy 151 j w t O3 ST c SLo es , fit. 33i5o G • J • • • • • • 6,1 .•• • • • •• • • • • • •• • • • • •••• • • • • • r •••• �'^ COPY •••• • • •• •• • • • • • • • • • • • • • c9 S la -IGS PERMIT #: Miami Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO CCh1PLIPNCE WITH ALL. DERAL STATE ANL) CCUNIN RULES AND REGULATIONS ••.• • • • • • • • • ••• • • • g. • • • • • • • AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5 BY: AIL. DATE:0(c/2 /i 'ALL INFORMATION PROVIDED BY CLIENT Ma rk Opening Rough Size NOA # Model Design Pressure per Product Approval Structural Site Specific Design Pressure Zone Int 4 End 5 Mullion Bars - (+) psf (-) psf CO psf (-) psf Horiz. Vert. NOA # Span in inches A 55 x 50 5/8 17-0222.14 HR -XO 65.0 65.0 +63.6 -63.6 B 74 x 63 17-0222.14 HR -XO 65.0 65.0 *534, -53 •Sz. C 37 x 50 5/8 17-0222.14 HR -X0 65.0 65.0 45340 -03•C0 D 37 x 50 5/8 14-0908.20 CESEMENT 59.0 59.0 +53.6 -33•C, E 37 x 38 3/8 17-0222.14 HR -XO 65.0 65.0 4s34 -63.G. F 37 x 38 3/8 17-0222.14 HR -XO 65.0 65.0 +a3•C. -63.G G 47 1/2 x 35 17-0222.14 HR -XO 65.0 65.0 453•fe -53 .So H 74 x 38 3/8 14-0908.18 FIX 65.0 65.0 453:4, -63•(0 1 37 1/2 x 80 FL14569-R7 Steel Door 50.0 60.0 4-65.0 -S3.6 2 37 1/2 x 80 FL14569-R7 Steel Door 50.0 60.0 k53•G. - GS- rm, 3 lZ x 85 14-0908.02 SGD-Wp 56.7 60.0 #53.6 -534. 'S 78 b 3NOZ 01 1311011 sionamM 0 :toj � n •• •.• . • • • . .• • •• • • • • • • • •• ••• •• • • • •• •••• ••• • • • • • •• • • • • • • • •• •• •• •• •• •• •• • • • • •• •• .• • • • • . • • • • • • . • • • ••• • • • • • ••• V • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • i . •• •• 000 • • • ••• • • 9BPR HOW ' BCIS Home j Log In ? User Registration Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application History > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbc1@jeld-wen.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By •••• • • • • • •••• • • • • •• • •• • • • • • • •• • • •••• • •••• • • •• •• • • • JELD-WEN Corporate Customer Service • • •• • 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute • • • •••• • • • • • ••• • • • • • ••• • • • •• Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • • • •• • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products Method 1 Option A 11/11/2015 11/13/2015 11/20/2015 A FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing JW0509-03 Certification Agency Certificate FL14569 R7 C CAC NI006255-R7 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II ,W0509-03 Installation.= Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf • •••• • Created by Independent bird J r y: Yes •••• •••• •• • •• • • 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-!'+x 6.8" • • • • • • • ••••i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: • Certification Agency Certificate • ••••• FLI4569 R7 C cac NIoQd2`SS!J -R3 CgRffit2lte.odf • Quality Assurance Contract Expiration WAS •••• I 06/30/2019• •• Installation Instructions • • •••••• Fj.4.`fiq_R7 ij j4v.0509,V_1ns allation pdf •• • • • ; Verified By: Hermes NoreCcf7rM • • Created by Independent Tihird Party: Yes• • •••• Evaluation Reports • • • • FL14569 a2_ PER3393.ggf• • •••• Created by Independent Third Patty: Yes • • •• 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Certification Agency Certificate FL14569 R7 C CAC NI006254-R5 Certificate.= Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II JW0509-01 SS 2015-07-02.= Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL14569 R7 C CAC N1011062 NI011062.01 Certificate.= Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 1LjW032012FL_Installation.g f Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 ,9_PER3321.pdf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL14569 R7 C CAC NI011061-R1 Certificate.plif Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions Other: FL14569 R7 II JW072012FL lnstallation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.pdf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC_NI011082-R1 Certificate,p�if Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 11_5-2104 Installation.pf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.odf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CACNI011096-R1-N1011096.01- I • • R1 Certificate.pdf •••• Quality Assurance Contract EacpiratiokRate. 08/31/2019 • • • Installation Instructions• • • • • • • • • FL14569 R7 II S-2108-ef.Mfe • • • • Verified By: Hermes Norm" CM8 • • Created by Independent TI i Ijarty: Yes •••• • Evaluation Reports • • • • FL14569 R7 AE PER3832.q • •••• • Created by Independent titCd'i5ty: Ye$ • • • • • • • • • • • • • •• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1., 2012, licensees licensed under Chapter 455, F.S. must provide the Department with art email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: • • • • • • • ••• • • • • • •• Oil WI El Credit Card Safe sect ritvmrrRics• �/ BUILDING DROPS A A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evalua of on Report JELD-WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Report No. 3832 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: •• • .. •• • • • • ..• • • •••• •• • •• • •. . • •••• • • •.•• • • •• •• •• • ••• • • • • • • •• •• • ••• • •• •• 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites SteeUWood 107"X 97.50" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport BI d. Klamath Falls, OR. 97601. Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/29/2015 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.06.30 15:20:12 -04'00' 0%11111114/ `��`•F. �Egilieri..2.0:4:,,,I. 440..... r. 'ty :T'T t ' a . • •, tr- 0P;:'=w ''.'is`S70NA. s� 0••'` Hermesrl!F,klrerro, P.E. Florida No. 73778 •: • • • • • • • • • • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 97.50" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 7,3778,) for JELUMN, inc. based on Method la of the State of Florida Product Approval, Department'af.Erussness arld • • • •Professional Regulation - Florida Building Commission. •••. • • • • Hermes F. Norero, P.E. does not have nor will acquire financial interest in thVeohapany.1•• manufacturing or distributing the product or in any other entity involved in the approv aI process of • • the product named herein. • • ••• .•• • • •• This product has been evaluated for use in locations adhering to the current Florida BuiklinCode. • • • • • See Installation Instructions S-2108-01, signed and sealed by Hermes F. NorePo, FSE. (FL'#i*i3728) for' specific use parameters. • 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Chapter 16 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2108-01 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2108-01 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Quality Assurance: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and State Ruling for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 •••• • • • • •••• • • • • •• • •• • • • •• • • 1. Product Testing performed by Certified Testing Labvr.#ory, Inc. . • • (FBC Organization # TST1577).••• •••• • • Report #: CTLA696WA, Report Date: 10/29/2001 • •••• • • •••• ••• • Report #: CTIA961W, Report Date: 10/23/2001 . • • • • •• •• • • • 2. Quality Assurance • • •• National Accreditation and Management Institutq . • • • (FBC Organization #: QUA 1789) •••• • ••• • • • 3. Material Testing for 'Dyke' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report #: 3113726SAT-001 Date: 02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the'current Florida Building Code. The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, pse9/46" diameter ITW Tapcon type concrete screw anchors of sufficiedt le&Jh to acliT Pe minimum embedment of 1.25" into concrete or masonry. •'• • .'. '. ..• . Refer to Installation Instructions (S-2108-01) for anchor spacing and more details of the installation . • requirements. Design Pressure: * .... .... Design Pressure • XX, OXX, XXO, OXXO X, oxo, XO% p; : w/ Bump Face Threshold Positive 47 PSF* Positive 50 PSF* Negative 43 PSF Negative 60 PSF w/ High Dam Threshold Positive 47 PSF* Positive 60 PSF* Negative 43 PSF Negative 60 PSF pressures. • • • Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 4.50" 3.00' T 3.00" s TY.... iI Installation Method JELD-WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites TYP.I —al) CQ' ^'P f YF. SPACES .00' 7Y?. OC" TYP. 1.x'3.00" TYP. TYP. 5.42' TYP k-1 111 1 I 1 1 1 111 1 1 111 6.00' rrP P. 6.00" TYR !4,251 15.42" TYP. r•6.00" Tr. ••3.OG' TYP. 6.00 Tr. 3.00' TYP.' i ' I 3.00' TYP.e,.� 7.00' /~P: 3.00" TYP. 7,00" rr. 6 SPACES 0 14.25" 4.50' 3.00`TYT :+Pi 3,O0 '1)11 3.00" T77 6.56". TYP. •••• • • •7 •••• • SP/(ES • 1021_ •• • • • • • • ••• •• • • ••• • • • •• •••• • • • • • •• •••• • • ••• • • •• • • ••• • • • • • • • • • • • • • • • ••• • • • • • •• p......�s, 9.00" TYP. 6.50' ''°-{it'.6.00*6.0O" TYP. i� 1 .400" 777. 1 1111 1 1 111 t L 1 1_....__......._L, I I 6.00" TYP. 25 - 1 1a-'3.00" TVP. 117. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 ... . . . ... NOTICE.: P ODVGT CERTIFICATION • . . ... . . • ...... •• • .... Company: JELA-WEN.Doors ... : . . ... . . . ... NOTICTAIFPRODIJGT CERTIFICATION •. . . . . . • • 1•l•••• • •.•. Company: JELD-WEN Doors 3737.Lakeport Boulevard ... I4e•lamath•Fn•lls•, �• 9'76•1 . • •.• • . .• ... ... . Certification No.: Certification Date: Expiration Date: Revision Date: Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites Specification: RP IQ;/fi /20.3;94; • • •. • .. • • . . . ... .. . . NI011096-R1 05/07/2012 08/31/2019 09/17/2015 (wood frame) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single O/S Opaque 3'2" x 8'2" +50/-60 7.5 psf Yes CTLA 696WA/CTLA 961W Max Panel Size: 3'0" x 8'0" wBump Face Threshold Installation Details: S-2108-01 X Single 0/J Opaque 3'L" x 8'2" +6U/ -6U 1U.0 psi Yes I(1-81 LILA OYOWA/l.1LA YOI W Max Panel Size: 3'0" x 8'0" w/High Dam Threshold Installation Details: S-2108-01 (1-8) OX/XO Single w/Sidelite g O/S Door -Opaque Sidelite-GlazedMax 4'5" x 8'2" +50/-60 7.5 psf Door -Yes Sidelite-No CTLA 696WA/CTLA 961W Panel Size: 3'0" x 8'0"w/Bump Face Threshold Sidelite DLO: 7" x 6'7" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OX/XO Single w/Sidelite g O/S Door -Opaque Sidelite-GlazedMax 4'5" x 8'2" +60/-60 10.0 psf Door -Yes Sidelite-No CTLA 696WA/CTLA 961W Panel Size: 3'0" x 8'0"w/High Dam Threshold Sidelite DLO: 7" x 6'7" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OXO Single w/Sidelites g O/S Door -Opaque Sidelites-Glazed 5'10" x 8'2" +50/-60 7.5 psf Door -Yes Sidelites-No CTLA 696WA/CTLA 961W Max Panel Size: 3'0" x 8'0"w/Bump Face Threshold Sidelites DLO: 7" x 6'7" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OXO Single w/Sidelites O/S Door -Opaque Sidelites-Glazed 5'10" x 8'2" +60/-60 10.0 psf Door -Yes Sidelites-No CTLA 696WA/CTLA 961W Max Panel Size: 3'0" x 8'0"w/High Dam Threshold Sidelites DLO: 7" x 6'7" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) ational Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: „A,0 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • ••• • •• •• • • ••• JELIWEN® Steel ENERGYSAVER'CONTOUR 8-0" WOOD EDGE OPA(NIE STEEL OUTSWING IMPACT DOOR UNITS WITH B WITHOUT SIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY. WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE "HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION, RESIDENTIAL INSULATED STEEL DOOR (Common to WI frame conc'•ions) COMPONENT CONSTRUCTIONS: J'oce sheets: 24 ga. (0.020") minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ave.)=30,627 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JELD-WEN, INC. Door Panel Construction' The active and inactive panels ore constructed from 240A. (0.020" min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom roils. The top LVL roil measures 1.67" wide x 1.0" high. The steel bottom rail measures 1.67° wide x 1.21' high. The optional wood bottom rail measures 1.67" wide x 1.25" high. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Const • The sash is constructed from 24GA. (0.020" min.) galvanized steel. The edges of the face sheet ore bent 90' over the polystyrene core and glued to it. The sidetite panels ore routed to receive the ODL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are wet glazed on the interior and exterior. Frame Construction' The frames are constructed from Ponderosa Pine jombs measuring 1.25" wide x 4.563" deep. The door and sidetite head jombs are mortised and butt joined to the side jambs and attached with (3) 160A. 2" x 7/16" crown wire staples. The units use a high dam bump face Imperial threshold measuring 5.25" deep x 1.75' high or a standard bump face Pemko threshold measuring 4.041" deep x 1.0" high. The thresholds are attached to the frames with (3) 16GA. 2" x 7/16" crown wire staples. TABLE OF CONTENTS SHT f DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS A1,10 DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS \ 8 UNIT COMPONENTS 9 I Ft HE .875" TYP. -- .• • 1-•Pl�L • • • • 74,5" MAX. O.A. FRAME WIDTH -- - .125' 36.025" MAX. 0.1. •• I •34" MAX. 0.1• PANEL WIDTH • • /ST • • • • • • 96" MAX. 0A PANEL HEIGHT 7.5" IAX. • ••e • • e • Ril INACTIVE • I • ••• ral • j•! RA I r ACTIVE MR I I • ••• • I )A LAME TGHT v v a W1 v a ® 1 ` _ - v a til ve-S\ .625" .875" TYP. -- 37.75" MAX. 0.,4 FRAME WIDTH 36" MAX. 0A. PANEL WIDTH ••• ••• • • •• • • •• 001161E OUTSWING IMPACT UNIT (XX) VIEWED FROM EXTERIOR 96" MAX. O.A. PANEL HEIGHT 97.5" MAX. OA. FRAME HEIGHT .625" SINGLE OUTSWING IMPACT UNIT (X) TABLE 1: VIEWED FROM EXTERIOR 97.5" MAX. OA FRAME HEIGHT - 70.25" MAX. 0.A. FRAME WIDTH - .75".75" MULL. TYP. f BAR TYP. .875" 36" MAX 0.A TYP. PANEL WIDTH 15.5' MAX. 0.A. SIDELTTE FRAME WIDTH 14" MAX. O.A. PANEL WIDTH 97.5" MAX. 0.A FRAME HEIGHT 96" MAX. 0,A PANEL HEIGHT 7.125" MAX. 0A. D.L.O. WIDTH 79. 25" MAX. 0.A D.L.O. HEIGHT SINGLE OUTSWING IMPACT 75" 625' UNIT (OXO) W/ NON -IMPACT SIDELITES VIEWED FROM EXTERIOR .875 TYP.� .125' - 36.625" MAX. 0.A PANEL WIDTH W/ASTRAGAL .75"MULL. BAR TYP. 36" MAX. 0.A PANEL WIDTH _ 15.5" MAX. 0A SIDEUTE FRAME WIDTH _ 14' MAX. 0A. PANEL WIDTH 96" MAX. 0.A. PANEL HEIGHT INACTIVE v .75" DESIGN PRESSURE RATING -WHERE WATER INFILTRATION REQUIREMENT IS NEFOED W/BUMP FACE THRESHOLD W/HIGH DAM THRESHOLD SINGLE DOOR UNIT (X, OX, 00, OXO) Vi/WO NON -IMPACT SIDELITES +50 psf -60 psf +60 psf -60 psf DOUBLE DOOR UMT (xx, oxx. XXO, O)oO) W/WO NON -IMPACT 9%ELITES +47 psf -43 psf +47 psf -43 psf .625" - a _ Digitally signed by Hennes F NP,e,n PO Reesorc 1 AM approving this document Line' 201 295 11 1199.36.04'00' • CD ED ACTIVE v 1 7.125" MAX 0A. D.L.O. WIDTH v o 1 79.125" MAX. 0A. D.L.O. HEIGHT DOUBLE OUTSWING IMPACT UNIT (OXXO) W/ NON -IMPACT SIDELITES VIEWED FROM EXTERIOR FBPE Prepared By: n BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 a. PART OR ASSEMBLY: 3 cc z 50 as r DATE: 11-15-01 scxE: N.T.S. DWG. Err : WLN GMK. 9Y: RW DRAWING 140.: S-2108-01 SHEET 1 OF 8 • •••• • •• •• • • • • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• CONCRETE/ MASONRY 1.50" BY OTHERS MIN. 0.25" EMB. MAX. -1111 SHIM 97.5" MAX. 0.A. FRAME HEIGHT 110 WOOD SCREWS SEE NOTE 2 0 25" SHEET 1 MAX. SHIM SEE DETAIL 7_J ON SHEET 5 1.75" MIN PANEL THK INTERIOR EXTERIOR 96 0" MAX. 0.A. PANEL HEIGHT 3/16" ITW TAPCON 1.25" MIN. EMB. 1.75" 2.5" MIN. MIN. EDGE DIST. VERTICAL CROSS SECTION 2 WITH HIGH DAM THRESHOLD 3/16" ITW TAPCON .625" CONCRETE/ MASONRY BY OTHERS .625" 1.25 2.5" MIN. CONCRETE/ EMB. EDGE DIST. MASONRY BY OTHERS VERTICAL CROSS SECTION 2 WITH STANDARD BUMP FACE THRESHOLD 1.50" MIN. EMB. • SEE DETAIL 7 ON SHEET 5 EE NOTE 6 ON SHT. 4 • CONCRETE/ MASONRY BO OTHERS • • • 110 WOOD SCREWS • • •• SES NOTE• SHg71• ••• • • • • • • E' • r SEE NOTE 3 ON SHT. 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 97 5" MAX. 0.A. FRAME HEIGHT 0.125" MIN. GLASS THK. INTERIOR EXTERIOR FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET 17 SEE NOTE 2 ON SHT. 4 EE NOTE 6 ON SHT. 4 3/16" ITW TAPCON •• •• 96 0 MAX. 0.A. PANEL HEIGHT SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON SHT. 4 1.25" MIN. EMB. 1.75 2.5" MIN. MIN. EDGE DIST. Ern. VERTICAL CROSS SECTION AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS ITEM DESCRIPTION MATERIAI 1 DOOR STEEL FACE SHEET 24GA (0.020"MIN.) STEEL } a 2 (FINGER FRAME HEAD PINE) FRAME HINGEE JAMB (FINGER JOINTEDPONDEROSA PONDEROSA PINE) WOOD WOOD • 3 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 4" x 4" BUTT HINGE 12aa. (BY HAGER) STEEL 6 19 X 1" PFH WOOD SCREW (HINGE TO 000R) STEEL 7 DOOR LATCH STILE LVL 8 OUTSWNG PEMKO BUMP FACE THRESHOLD 4.041 x 1" ALUMINUM 9 WOOD DOOR BOTTOM RAIL W000 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 STEEL DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE WOOD 14 110 x 1 3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK LVL 16 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib./cf DENSITY) BY JELD-WEN FOAM 18 HIGH DAM BUMP THRESHOLD (BY IMPERIAL) ALUMINUM 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 /8 x 1 1/2" PLASCREW (ODL LITE FRAME) STEEL 24 18 x 2" PFH WOOD SCREW STEEL 25 /8 x 2 1/2" PFH WOOD SCREW STEEL 26 /10 x 1" PFH WOOD SCREW STEEL 27 110 x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE 30 GLAZING COMPOUND (DSD BY ODL) SILICONE 31 BRAD TRIM NAIL 16GA. x 3/4" LONG STEEL 32 3/8" QUARTER ROUND SIDEUTE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET /F51 STEEL 35 SCHLAGE DEADBOLT 16360 (NOT SHOWN) STEEL 36 SIDEUTE STEEL FACE SHEET 24GA (0.020" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 ODL LITE FRAME SG (HP POLYPROP. THERMOFIL-P6-30FM0391) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 97 1/2") P.T. W000 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1/2" L.G.U. POLYPROP. 46 1/2" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 47 LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP. 48 1` INSULATED TEMPERED GIASS (BY TRINITY/AMPAC) GLASS 49 LITE FRAME SCREW 16 x 1 1/2" LONG PANHEAD (BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 /10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE `,,i}{ii}}}'rth/. STEEL Prepared By: n BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 0 0 PART OR ASSEMBLY; in N a eses a z 0 m 8 0 Co OD v 0 h a N DATE: 11-15-01 SCALE: N.T.S. DWG. BY: WLN CHK. BY: RW DRAWING NO.: S-2108-01 SHEET 2 OF 8 • •••• • • • •• •. •• •• • •• •• •• • • • • • •• . • • . • .•• .• • • . . • . • • • . .•• • . • • . • • • • • • •. • SEE NOTE 2 SHEET 1 SEE NOTE 4 ON SHT. 4 A 4A A CONCRETE/ J MASONRY BY OTHERS 1.50" MIN. EMBED. INACTIVE INTERIOR SEE DETAIL 5 ON SHEET 5 • • • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • ••• ••• • EXTERIOR •• • • • •• ••• •• • ••.•0•• • • • • • • • • 1•. • � • • • C HORIZONTAL CROSS SECTION •\,.._3,1 LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 1.75 MIN PANEL THK SEE NOTE 4 ON SHT. 4 GOO EXTERIOR ACTIVE 1.75" MIN. PANEL THK 0 Wow NOM SEE NOTE 2 SHEET 1 SEE NOTE 7 ON SHT. 4 INTERIOR SEE DETAIL 5 ON SHEET 5 O HORIZONTAL CROSS SECTION .\.1.1 HINGE JAMB TO BUCK SEE DETAIL 1 ON THIS SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL 0.25" MAX. SHIM 1.50" MIN. EMBED. ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) EXTERIOR 0.31" DIA x 9.0" LG. AT TOP & BOTTOM �m IIIIIIN moi. , �jy SEE NOTE 1 SHT. INTERIOR DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS NEW FOR CLAIi'unurrrr \\\N eS F. O.I'', •• ;11P�a C'ENI•YB B \ rerc �If ltOW. 29578 CONCRETE/ MASONRY BY OTHERS 5 8 z 0 0 N 0 O CO O 0 Prepared By. no BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 O 7,5qq ^fes DATE: 11-15-01 SCALE: N.T.S. DWG. BY: WLN CHK. BY: RW DRAWING NO.: S-2108-01 SHEET 3 OE 8 • • •.• • . • ••• .• •• . • • •• •• • • • . •• •• •• • • • •. • • •. •••• •• •• •• • •. •• •. • •• •• • • • . • .•• . ••• • 3 SEE NOTE 46D 28 ® Q 52 ON SHT. 4 CD SEE NOTE 3 ON SHT. 4®' inn IIII �\ EXTERIOR • • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • EXTERIOR SEE NOTE 7 ON SHT. 4 FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET 17 SEE NOTE 6 ON SHT. 4 / // / /// 1.75" MIN. PANEL THK. • • • • • • INTERIOR INTERIOR 0.75" SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 0 SEE NOTE 5 ON SHT. 4 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM #26 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP• 1.0, 2.5" 4.0", 5.5", 13.0", 18.0" & 26.0". 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS' 3.0", 13.5", 24.5", 36.0", 46.0, 57.5", 68.5" & 79.0". 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND THE MULLION CAP TO THE MULLION BAR VERTICALLY, I5 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY. 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY. 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDEUTE UTEFRAME FROM THE TOP DOWN VERTICALLY' 5.63", 14.5", 23.25", 32.06", 41", 49.75", 58.56", 67.38" & 76.31" SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT 3.13" & 6.88". 9. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION \..,1,>/' AT SIDELITE TO HINGE JAMB 110 WOOD SCREWS CONCRETE/ MASONRY -\ BY OTHERS SEE NOTE 2 SHEET 1 SEE NOTE 3 ON SHT. 4 1. ROOM II \\\ 0.75" 0.13" MIN. GLASS THK. SEE NOTE 2 ON SHT. 4 1.50" MIN. EMBED. SEE NOTE 6 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 0.25" MAX. SHIM SEE NOTE 2 ON SHT. 4 FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET 17 EXTERIOR I INTERIOR SEE NOTE 6 ON SHT. 4 FOR OPTIONAL 1/2"& I"I.G.- SEE SHEET #7 HORIZONTAL CROSS SECTION `14T11$IPs�,ITE TO BUCK F.: T1(T•• ri_S A�aaea 11 y1JN2x▪ 578 11 6 c1 • cc g W tu�co hG X .1C INN -- "• P Y a PART OR ASSEMBLY: m c5 0 0 0 n Prepared By: r BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 DATE: 11-15-01 SCALE: N.T.S. DWC. BY: WLN CHK. HY: RW DRAWING NO.: S-2108-01 SHEET 4 OF 8 •••• • • • ••• •• •• • • •• • •• •• •• • • • • •• •• •• ••• • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• 97.50" MAX. 0.A. FRAME HEIGHT 74.50" MAX. OA FRAME WIDTH SEE DETAIL 2 ON THIS SHT. ••/ A.• • 00 TYP. 6.00" 9.00" TYP. 12.50" 6.00" TYP. TYP. TYP. L • • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • •• • fk)•�. SEE DiTAJL 4.• ••• ••• •••• 4.50" TYP. ON THIS SHT. 3.00" TY• F 3.00" TYP— ..os T••. e: • • • . •.. • • • • ••• •• •• • • • —.— • •• • 8.125" •• -I 6 1 1 25.94" SPACES 0 14.25" 24.00" 26.00" 6.00" TYP. TYP. .00" TYP. 12.13" TYP. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR •• SEE NOTE 7 SHEET 4 DETAIL 2 - ® HEAD JAMB DETAIL .3 - 0 THRESHOLD ASTRAGAL STRIKE PLATE DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 6 SPACES 0 14.25 97.50" MAX. 0.A. FRAME HEIGHT SEE DETAIL 6 ON THIS SHT. TT [12.00" 36.625" 70.25" MAX. 0.A. FRAME WIDTH .va••• •.".• •1 tF 6.58" TYP.I" 9.00" TYP. 6.00" TYP. 3.00" TYP. I(!))1 I — — - I t IT 1 1 I ® _ TYP. SEE NOTE 5 ON SHEET 4 — ri — — TYP. — — 0 0 IlD TIT 1 1 1 II — - I [E SEE DETAIL 4 ON THIS SHT. .15" MIN. C -SINK. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 5 DETAIL 6 STRIKE PLATES TO ASTRAGAL SEE NOTE 4 SHEET 4 STRIKE PLATES TO JAMB SEE NOTE 10 ON SHEET 4 `,``�uuilrrrr DETAIL 7 ``.nes F "J3)JNTERSINK FOR INSTALLATION ANCHORS .07 ,r -_ TAT 11le. ss,Te Prepared By: it BUILDING DROPS, INC. Phone: 407-644-6957 Fox: 407-644-2366 Cif rn (a Q V 22 Z o ._1 w os UJ 0033 • eo S M Y 4 Lok 0 Wim¢ Jaz Qo on_ Z O00 • $ r > o o o a PART OR ASSEMBLY: ct CO 0 N 0 0 0 m w U I; 0 0 0 0 CO 1 0 0 w DATE 11-15-01 SCALE N.T.S. On. eY: WLN CHK. BY: RW DRAWING NO.: 5-2108-01 SHEET 5 OF 8 • •••• • • • ••• •• •• • • .• • •• •. •• • • • • •• •• •• •• • • • •. • • •• ••.• •• • •• • • •• •• • •• •• • • . ••• • . • • • ••• 97.50" MAX. 0.A. FRAME HEIGHT 107.00" MAX. O.A. FRAME WIDTH • • • • ••• •• • • •• • • • • • •• • •• • •• • • •• •• • • • • . • • •• •. • • • • 4LI.• • • • • • • • ••• ••• • 4.50" TYP.- 3.00" I 3 n,p--I 1- 6.00" TYP. 6 SPACES ® 14.25" .00" TYP. .00" TYP: .00" TYP-- SEE DETAIL 2 ON SHEET 5 15.42" TYP. O •• • • • • • • • • • ••• • • 15.42" TI°. .0S"•TYP. • • • -3.00" TYP. 3.00" TYR A k- 3.00" TYP- .00" TY I 7 { 7.00" TY . --a 8.125' F\ 25.94" •• ••• •• • •SEB DOPE 4 • GIN SH:FT 5 • • • ••• •• 6.00" TYP. 24.00" 26.00" -3.00" TYP. -7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 97.50" MAX. D.A. I FRAME HEIGHT 12.00" I 36.625 37.75" MAX. 0.A. I FRAME WIDTH I 1 00" -� TYPI 6.00" TYP. 7 SPACES ® 12.21" SEE DETAIL 6 ON SHEET 5 J— SEE DETAIL 4 8 125" / ON SHEET 5 25.94' 24.00" �, f 1 T P. SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR cs a U m O tj Zoccd- 0 21 tol W to tu I:2 VI CL a. PART OR ASSEMBLY: 0. MODIF1E0 TO MEET THE 2010 MC F W AD DFL IRINIIY I ITr_FRAYE N n Q �N .0.T%v.-. ‘v .T i :* .a - E ze. /04,4i_., ` pry�yy:.k,, reaE�mfi!ts.eu s Ayn .�0 .:. 2957e Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 DATE: 11-15-01 SCALE: N. T.S. DWG. ev: WLN CHK. BY: RW DRAWING NO.: S-2108-01 SHEET 6 OF 8 III 1 • 1 1 1 111 1 1 II1 • I I TYP. ® SEE NOTE 5 _._-.---- ON SHEET 4 - SEE DETAIL 5 ON SHEET 5 12.001 I 0 -�- / 0 I 36.625" TYP. O I 1 1 1 1_ I I I I I 1 ' 3.00" TYR A k- 3.00" TYP- .00" TY I 7 { 7.00" TY . --a 8.125' F\ 25.94" •• ••• •• • •SEB DOPE 4 • GIN SH:FT 5 • • • ••• •• 6.00" TYP. 24.00" 26.00" -3.00" TYP. -7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 97.50" MAX. D.A. I FRAME HEIGHT 12.00" I 36.625 37.75" MAX. 0.A. I FRAME WIDTH I 1 00" -� TYPI 6.00" TYP. 7 SPACES ® 12.21" SEE DETAIL 6 ON SHEET 5 J— SEE DETAIL 4 8 125" / ON SHEET 5 25.94' 24.00" �, f 1 T P. SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR cs a U m O tj Zoccd- 0 21 tol W to tu I:2 VI CL a. PART OR ASSEMBLY: 0. MODIF1E0 TO MEET THE 2010 MC F W AD DFL IRINIIY I ITr_FRAYE N n Q �N .0.T%v.-. ‘v .T i :* .a - E ze. /04,4i_., ` pry�yy:.k,, reaE�mfi!ts.eu s Ayn .�0 .:. 2957e Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 DATE: 11-15-01 SCALE: N. T.S. DWG. ev: WLN CHK. BY: RW DRAWING NO.: S-2108-01 SHEET 6 OF 8 • • 0040 • • • • 0• •• • • • 0• •• • • • • • • • • • • •• •4040 • • • • • • • •• • • • • 004, • • • • • • • EXTERIOR 73 0.13" MIN. TEMP. GLASS THICKNESS INTERIOR EXTERIOR INTERIOR GLASS BITE SEE NOTE 2 ON SHT. 4 GLAZING DETAIL ODL LITE FRAME 38 SINGLE PANE 1/8" TEMPERED GLASS HP POLYPROPYLENE THERMOFIL-P6-30FM0391 TYP. 8 PLCS. GLASS 5 f BITE SEE NOTE 8 ON SHT. 4 0.75" AIR SPACE f .75" x .50" INTERCEPT STEEL SPACER GLAZING DETAIL TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU -5007 • • •• • 000 •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0041 ••• • 00 • • • 00 0410 •• • • • • • • • • . •• • • • • • 041. 0• 0.125" TEMP. GLASS 1 } 0.125" TEMP. GLASS TYP. 8 PLCS EXTERIOR 0.50" MIN. 0.125" TEMP. 0.25" AIR GLASS THK. GLASS SPACE i I f f INTERIOR GLASS BITE SEE NOTE 8 ON SHT. 4 0.125" TEMP. .25" x .50" GLASS INTERCEPT STEEL SPACER 45 GLAZING DETAIL TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 I It Prepared By: n BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 PART OR ASSEMBLY: z_ 0 ce 5 N 0 O 0 m c Oa 0 O 0 DATE: 11-15-01 SCALE: N.T.S. DWG. BY: WLN CHK. BY: RW DRAWING NO.: S-2108-01 SHEET 7 OF 8 • • ••• • • • ••• •• •• • • • 0• •• • • • • •• •• •• • • • • • • •• • • • • • • • • • • • •• • • • • • 000 • • • • 000 1.67" --1 i" 1.25 11 OWOOD BOTTOM RAIL 1.67" -{ 1.21' DOOR BOTTOM RAIL 12 24GA (020") STEEL 1 1.75" --1.50"� --� 1.02" I-- ASTRAGAL (IMPERIAL) 40 6063-T6 ALUMINUM 0.62" 1.67" -{ - 1.67" - 1.67" • • • • • 4141• 1 4141 i • • •• • •�� i 1.00" = • 1.00"• • •• 1.00" 1 - _• • 1 • 4141• !_ 0 WOOD HINGE STILE I- 1.65" -{ i 0.831" } 4.4••• CORNER BLOCK FOR STEEL BOTTOM RAIL MDF x 3.0" LONG ASTRAGAL HAS TWO .312" DIA. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM -- 1.25" 2.50" O O LVL •LATCH STILE 11 LVL TOP RAIL •• • • • •• • 4141 4141 • • • •• • 0• • • • • • 4100 •• 10 COMPRESSION WEATHERSRTIP SCHLEGEL Q-LON DOS 650 (;;)ASTRAGAL STRIKE PLATE (IMPERIAL 0.125" STEEL) 18" 0.51" 1.54" 1.75" 2.52" ®1/2" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 3.25" 5.25" 2.00" -- OUTSWING HIGH DAM BUMP FACE THRESHOLD 18 0.051" THK. WALL ALUMINUM - BY IMPERIAL WITH WOOD INSERT DIA VARIES WITH HARDWARE USED 4.00" (-,-;'\WOOD LOCK BLOCK LVL x 1.71" THK. 4.56" 1.25" 1.0i" 0.75" 0.50" WOOD JAMB FINGER JOINTED PONDEROSA PINE } 1- 1.75" -1 2.52" 1 1.54" 1.59" -II- 0.13" ®1" 1 I.G. TRINITY LITE FRAME 38 1/8" S.G. ODL UTE FRAME " POLYPROP. O POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 @~i 0.38" 0.38 =I i T 3/8" QUARTER ROUND SIDELITE STOP PINE I-- 1.38" - } MULLION CAP 28 PINE (97.50" LONG) - 1.71"--{ 0.10 -11- ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 110-1209.01 0 0 0 0 4.00" OHAGER STEEL BUTT HINGE 4" x 4" x .097" THK. STEEL 4.04" 0.58" 1.00" OOUTSWING STANDARD BUMP FACE THRESHOLD AIS IUM - BY PEMKO a TdT �i a PART OR ASSEMBLY: UNIT COMPONENTS E1.3 0 0 0 0 0 0 h 0 0 s - Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 DATE: 11-15-01 SOLE: N.T.S. On. er: WLN CHK. BY: RW DRAWING NO.: S-2108-01 SHEET 8 of 8 MK-A,B,C, E,F,G DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 ScopE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and thA4 -IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdli041. • RER. reserves the right to revoke this acceptance, if it is determined by Miami-Dade'nZy Prodjrct Control Section that this product or material fails to meet the requirements of the applicable.huildiag code.. • . This product is approved as described herein, and has been designed to comply with: the Florida fluilding• Code, including the High Velocity Hurricane Zone.- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economv • . . • . DESCRIPTION: Series "HS -8700 (Flange -Frame)" Aluminum Horizontal Slidin Window. Th.I. :.. • APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 HorizontaMilling F)'angeimpact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 42/.1,0/17, prepared by •. manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miali-13ale Colty•i rpduct Control Revision stamp with the Notice of Acceptance number and expiration tate•by the Miami—Dade • County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. • ••• . •. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum hor ntal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) config�iatiQn, prejaried by Hurricane Engineering & Testing, Inc., Test Reports No. II.ETI4Q=3Q49 arid.'.• HETI-10-3051, dated 03/23/11, signed and sealed by Candido F•Fsvnt, P.E. • • (Submitted under NOA No. 11-0705.10) •••••• ••..• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading patty TAS 2b2:94 along with marked -up drawings and installation diagram qrjUipecinj *elf an aluminum horizontal sliding window, XOX (1/4-1/2-114.. and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc Fest local No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, TATI-10-3223 and' HET -10-3225, dated 03/23/11, signed and sealed by Candido F. )''ont,•P.E. • • • • •; (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) E-1 lnu 2 Perez, P.E. ProductLcstkol Examiner NOA No. 17-0222.14 Expiration Date: April 1.1, 2022 Approval Date: April 13, 2017 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window. XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) • •••• • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• ..• ; • „•. 2) Uniform Static Air Pressure Test, Loading pis LEW TAS'i02•04 3) Water Resistance Test, per FBC TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 201!94*••"*. 5) Cyclic Wind Pressure Loading per FBC, TAS 2u3-94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS.282;94 . along with marked -up drawings and installation diagram of 8 sped irons of an • aluminum horizontal sliding window, XO configuration, prepared by tenesry Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3018 autl.FTL'3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed anti sealed Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/ 5/ 6, expiring on 07/04/18. E-2 Ma . + el ' rez, P.E. Product C • ntro xaminer NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) • • • • e 4. Laboratory compliance letter for Test Report No HETI-10-3211, issued by flatricane • Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael '. Seda, P.E. • (Submitted under NOA No. 11-0705.10) .... .... 5. Laboratory compliance letter for Test Reports No. HETI-08-2033; HETI-a8.2 .t4, • HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2035; HrTI-0&2116A • and HETI-08-2116B, issued by Hurricane Engineering & Test,�);rc., dated • • 01/15/08 through 02/28/08, all signed and sealed by Candido F; Foht;P.E. • (Submitted under NOA No. 09-0706.05). 6. Laboratory compliance letter for Test Reports No. FTL-3097, Fil4L-3098 �nzd' • ;• • FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, •• 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal. Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. E-3 ---11//Ct/ Manu P.E. Product Co rol E. miner NOA 1N)11- -0222,14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 • • ••• • • • ••• • • • • • • • • • •• • • • • •• •• •• • • • •• • • • • ••• • • •• • • •• •• • •• •• •• • • ••• • •• • • • ••• I .—© i// // - i // /// .,/,. .- .lJ/, `J <,,,.= IPBi \\ ` \ 1 • • • •• •1•• • • • • • •• ••• G •nerallotes: •••••••• • • • • • • • 1.) TEAS RINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE • • •• • • I11; EMENTS OF THE 2014 FIORIDA BUILDING CODE 5th Edition, INCLUDING IGGH LOCITY HURRICANE 2014E (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS AD • • • • • • • • • OF 2014 F.B.C. & TO 8E REVIEWED BY BUILDING OFFICIAL. L.j • AN-CWORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON • • ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C. !AND AS TABULATED ON SHEETS 6, 7, or 8. • •. AI&FIOR CONDITIONS NOT DESCRIBED IN 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 TABUTATED HEREIN (SEE SHEETs 46. 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs 46, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SIIEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. NOTE: OX X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, 81, 8, & 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 94 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Al \\\\ _j�`\\\ 0 ` 0 • \\ ` \ 1 --0 DO Cit -IO NOTE: OX X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, 81, 8, & 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 94 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Al \\\\ _j�`\\\ 0 ` 0 \\� O\\ // /// // XOX —Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, 0, & 131" REFER 70 SHEET y3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES- // /// // /// // /// V [QC) XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER 70 SHEET -2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, AI, B. & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "0, & E" REFER TO SHEET q5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS •• • • • • 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 43, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET 4 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULUON IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. tI:WOUC i' REV1SECh ns cotnpiying with 11& Hort s Building Corte r1 Acceptance Not 7 o 2.1". Lxpimtan [lute i(rI[ 1 ri i n 00 Milt {43 4Pradoet • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• TEST UNIT SIZE: 111" X 63' * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE g3 1 g4. TEST UNIT SIZE: 111" X 63' INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL. (14 AT FRAME: SILL IF DP ABOVE 70.0) (0) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE 13 & g4. 10.781' • • • 85 3/8' OVERALL FRAME W.)TM•--r —•-- - 84 3/8' INTERIOR FRAME WR)TH• • _ .• I•• TWO ADDITIONAL ANC�I!�'•'tJ,�RS• • • • • A.... QUIRED AT MEETINt#RAIL•a • • • • R UNITS WITH OP ABOVE • - 70PSF (4 TOTAL) L ANCHOR NOES!. 1. SAME ANCHOR SR C NG AT HEAD 1 SILL \ 2. TWO ADDITIONAL AND -FORS REQUIRED AT MEETING RA S 106 UNITS WITH DP ABOVE •704-50 / - 75750" (4 MAL) N$_ "XOX" WINDOW EQUAL LITE E VERTICAL CROSS-SECTION DETAILS 'A, AI, B, 1 01' AT SHEET k3 2. SEE HORIZONTAL CRASS -SECTION DETAILS 'C. 0, 1 E. AT SHEET 05 111' OVERALL FRAME WIDTH (10' INTERIOR FRAME WIDTH )---1 EX .1 (N-. FALSE COLONIAL MI/N SILL ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE A.5 OPTIONAL. ) ( 'NAx:1MI, • • ••• • • TEST UNPT416IZE: 74' • 63' • INS•ALLATI•N FASTB•lERS• • (A) 6 AT (•iAME •EAD • (8 AT %TAME 1E40 IF DP ABOVE 70.0 • • •(B) 6 Aylp•FR11+1E SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 03 & g4. .3:174.0C.• • • OC. 13 :/0' O.C. 13 1/4. OC. j TWO ADDITIONAL ANCHORS — REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •/- 70751 (4 TOTAL) E s� NAx. I •• • ••• •• Max. D.L.O. 1' 24 3/8, 8 -1 // /// // ANCHOR NC.1F$_ rte- 1 1 I. SAME ANCHOR $PAC NG AT HEAD 1 SILL\ / \ EXT. & INT. FALSE COLONIAL MUNIINS ARE APPLIED V/SILICONE AND ARE AVAILABLE 2. TWO ADDITIONAL ANCHORS REQUIRED A: A$ OPTIONAL. CAL AT — ` A- (TYPILL CORNER5) 13 1/4. OC. 13 I/4. UL. 13 1/4' C.C. NEET(NG RAILS FOR UNITS WITH DP ABOVE •707SF / - 75451 14 TOTAL/ "XOX" WINDOW - UN -EQUAL LITE NOTES: 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, B. 1 BI' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS '0, D, S E. AT SHEET 05 13 1/4' QC. -Ili T7 d I � , I 1, SAME ANCHOR SPACING A7 HEAD 1 S 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH OP ABOVE •/- 704-50 (4 TOw> "XO" WINDOW EQUAL LITE NOTri ( "OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS 'A. 81, 5, 1 51' AT SHEET 03 2. SEE HORIZONTAL CROSS-SEC110N DETAILS '0, 0, 1 E. AT SHEET 64 O 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TVD ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE ./- 70PSF (4 TOTAL) 5' ((ev,x. 4 1/ ME.. Vent 6.1.0. Heignt 55 7/16" — Max;' 0.1.0. y'0(r. ti 33 1/4 • • • • • • • • • • • • • • • // / /// ..!_ / / il sa r. ii Vox. Vent D.L.0:‘ He"qn57/1E` _. 24 3/8! m L. 00, --_' l ' / ? z ,i / 1. SAME ANCHOR SR C NG AT HEAD 1 SILL \ 2. TWO ADDITIONAL AND -FORS REQUIRED AT MEETING RA S 106 UNITS WITH DP ABOVE •704-50 / - 75750" (4 MAL) N$_ "XOX" WINDOW EQUAL LITE E VERTICAL CROSS-SECTION DETAILS 'A, AI, B, 1 01' AT SHEET k3 2. SEE HORIZONTAL CRASS -SECTION DETAILS 'C. 0, 1 E. AT SHEET 05 111' OVERALL FRAME WIDTH (10' INTERIOR FRAME WIDTH )---1 EX .1 (N-. FALSE COLONIAL MI/N SILL ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE A.5 OPTIONAL. ) ( 'NAx:1MI, • • ••• • • TEST UNPT416IZE: 74' • 63' • INS•ALLATI•N FASTB•lERS• • (A) 6 AT (•iAME •EAD • (8 AT %TAME 1E40 IF DP ABOVE 70.0 • • •(B) 6 Aylp•FR11+1E SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 03 & g4. .3:174.0C.• • • OC. 13 :/0' O.C. 13 1/4. OC. j TWO ADDITIONAL ANCHORS — REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •/- 70751 (4 TOTAL) E s� NAx. I •• • ••• •• Max. D.L.O. 1' 24 3/8, 8 -1 // /// // ANCHOR NC.1F$_ rte- 1 1 I. SAME ANCHOR $PAC NG AT HEAD 1 SILL\ / \ EXT. & INT. FALSE COLONIAL MUNIINS ARE APPLIED V/SILICONE AND ARE AVAILABLE 2. TWO ADDITIONAL ANCHORS REQUIRED A: A$ OPTIONAL. CAL AT — ` A- (TYPILL CORNER5) 13 1/4. OC. 13 I/4. UL. 13 1/4' C.C. NEET(NG RAILS FOR UNITS WITH DP ABOVE •707SF / - 75451 14 TOTAL/ "XOX" WINDOW - UN -EQUAL LITE NOTES: 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, B. 1 BI' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS '0, D, S E. AT SHEET 05 13 1/4' QC. -Ili T7 d I � , I 1, SAME ANCHOR SPACING A7 HEAD 1 S 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH OP ABOVE •/- 704-50 (4 TOw> "XO" WINDOW EQUAL LITE NOTri ( "OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS 'A. 81, 5, 1 51' AT SHEET 03 2. SEE HORIZONTAL CROSS-SEC110N DETAILS '0, 0, 1 E. AT SHEET 64 O 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TVD ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE ./- 70PSF (4 TOTAL) 5' ((ev,x. 4 1/ ME.. Vent 6.1.0. Heignt 55 7/16" 04; D.L.O. >''d(h 1 ti 33 1/4 I IMPACT WINDOW HORIZONTAL ROLLING EXT. 1 INT. 1'ALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISE]) 6666010 ying with the Florida Building Code /{� A mep51C0No / "Viz 0110*rutin1 ire By Mi4m1 rTlR/ _ hale PTndtct • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• ••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• 1/4' TAPCON W/ 1 I/4 MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET u2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. �9! EDGE DISTANCE �I o 4. • • • • 1 ALL. WOOD BUC S NG}�/$ E�2ED SEPARATE!)• • • & TO BE REVIEW D Y iL1)�. OrrII: Ai_ ;CT YPP • •• • 2. WOOD BUCK ANC F•2AMiNG4(N0T Be L•WSOg1 • • INDUSTRIES) MUST EUSTAIt• LOADS IMSOSEI)• • • • • • • BY THE GLAZING SYSTEM a v , A o :c 1 1/4' MIN. 0 4 a a r• I4 MBEDMENd P. o.P d z 4 It o Po A 4 4 EXTERIOR GRADE PERIMETER CAULKING 1/4' MAX. SHIM SPACE (TYP.) i u EXTERIOR L^ Y � a J , N 4 is° r. cr 3 � c z z • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1 } 1 • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. <EXTERIOR FINISH BY OTHERS) NOT BY LAWSON NDUSTRIES, INC. 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) ExT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES'. TO BE APPLIED BY OTHERS (TYP.) SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS a4, *5, & #2. EXTERIOR GRADE PERIMETER CAULKING EXT. GRADE CAULK 0 a4 4 o 4 1 1/4' MIN. EMBEDMENT 0 I 0 a4 a 0 4 4 I/4' MAX. SHIM SPACE (TYP.) 4 �0 44 0 4 0 a 1 1/8' MIN. EDGE DISTANCEI OPTIONAL SILL INSTALLATION DETAIL AT _XO or OX" ' 1 1/4' MIN. EMBEDMENT e to d 1/4' MAX. SHIM SPACE (TYP.) 4 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER CF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1112 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or' APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR WANT! TIES REQUIRED) PRODUCT REVISED as comply mg .YNh the Florida Building Code Acceptant hU t tepvbtiw 17ate 8) o Cr, :24 In N G . 0¢)42 moa 2 3 '4 zt oa 0 0 o_ 3C FLANGE WINDOW HORIZONTAL WINDOW VERTICAL CROSS L8700-0901 1 1 1 z 1 �I D sa SYfr. , yo • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • a ••• • • • • ••• 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 814 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET It2 FOR MAX. FASTENER SPACING) 1' EDGE DISTANCE' 1. ALL WOOD BUCKS ENGINEERED SEPA QT LY • • • • • •• ••• • ••: & TO B • E REVIEWED BY BLDG, OFFICIA� ( YPT 2. WOOD BUCK AND FRAMING <NOT AWSuti • • • • • • • • Iil' I• INDUSTRIES) MUST SUSTAIN LOADS iMPOSEi1 • • • • • • BY THE GLAZING SYSTEM • • • • • • • • • • I/4' MAX. SHIM SPACE (TYP.) ,I4MItillATD GLASS• • • • • • • • • • • • • • • • •.+SII!!ICIEINE•ADMESISE • • • •BELDIRG t!MPOIIND • • • • • • • • • • • — • 1NTEIRIOR • • • • 1 1/4' MIN. FMY t ENT �I�+tom EXTERIOR WALL FINISH BY OTHERS (TYP.) «EE<E<1fX1«-<««<E /4// ///P2/hY verve '!{ffff K<AY. �KCfK 1 27 .PT. WOOD BUCKS I/4' MAx. SHIM SPACE (TYP.) }�,,ltl\CLlR1:9.1111;i11\d::1:R'd:\� 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1 1/4' MIN. EMBEDMENT a a 1 1/6' MIN. EDGE DISTANCE STUCCO DYER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSUN INDUSTRIES, INC. - EXT. GRADE PERIMETER CAULKING NOT BY LAWSUN INDUSTRIES'. TO BE APPLIED BY IHERS (TYP) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH a 74' MAX. WiNDUW FRAME FLANGE WIDTH EXT. GRADE CAULK 0 "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINlLOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER DE FLANGE BY WINDOW INSTALLER <TYP.> 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO B.E. SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 3Y OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., 4/1TH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES 104 QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building Code Acceptance No; •QFii, 1Q. 14 "oi)nt . , Date 4 .fiII tI1 . By TBim.. lade Preaso It 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED <SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1/4' iN BERM T =XT. GRADE CAULK 1/4' MAO. SHIM SPACE (T rP.) O 17 • • ••• e • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • CLEAR SILICONE ADHESIVE • • • • • • • • • • 34 BEDDING COMPOUND LAMINATED GLASS • ••• • 4 • 4 L • EXTERIOR • • •• ••• •• • • •• • • • •• 0 • • • ,� • • • e • • • • • • • !!!1111111 11141111 EI .: 1 • • • 61u WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED w/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE DY WINDOW INSTALLER (T2P.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS <TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/4', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC, WITH A MINIMUM OF i 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR OUANTI LIES REQUIRED) .1a W1NDOW FRAME BUCK WIDTH 1/4' MAX. SHIM SPACE (TYP.) PT. WOOD BUCKS -1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET H2 FOR MAX. FASTENER SPACING) EXT. GRADE CAULK WINDOW FRAME FLANGE WIDTH fi a r 1 ME NI EMBEDMENT1/4' 0 c 1 1/8' MIN. EDGE DISTANCE 4 "XOX" WINDOW EQUAL AND UN -EQUAL LITE PRODUCTREVISED as Complying w3e1 [ho 6}oi)dA 1 oBd+ng Code Armppmo4 Na % •(41100 1)ete 1 )1 w 0 MK-E,F MK -C MK -G MK -A MK -B • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • ••• • • •• • • •• •••• •• • • •• • • • • • •• •• • • • • ••• • • • • ••• Notes (*)_ 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS W TH GLASS TYPES "A. 9, C. & D") 3.) SILL WITII R SER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS W TH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR C" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. ii SILL RISER - OPTIONAL APPLIED WITH SILICONE „. FOR DP ABOVE •70.0 PSF ("80.0 DP MAX.) 0 o ;;; , M b 3 Q o & C 3 a M ' zia w Z O mo in_ nII Z O ~ � CID5 516. a N cFi N 0 0 O z_ o Q O `O- a. a. � x Qo zo tnc � � o 0 U � o z o o t (C4 F "7t1 E-•• o F U1 N3 N q �•o = Z oN 0 ca Ip I cG I I ca # Jamb # H & S Anchors \ DESIGN UOAD OAPA CITY (PSFJ. OX or XO WINDOWS • • • • • • • • • •+l -press (per WINDOW Glass Type "A" (* 2) Glass 1 + psf pC EC (7,2) 1 - psf :Glass tips "C" e 2) •+ psf• • 1 -cgs Glass Type + psf "D" (* 2) ( - psf Glass Type + psf "E" (* 3) 1 - psf J Glass Type "F" (* 3) t + psf WIDTH HEIGHT Anchors + psf 1 - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0•65. 65.0 • • • 65.11•; • 70.,• ::O.: i • •70.0 • :•70. e • • 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 72 24 3 _ 6 65.0 65.0 65.0 151 • • SO,Q• • 70.0 , 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 _ 65.0 • • 65.15 • • 70.0 • • •70.0• • 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 " 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 • 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 " 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " 72 60 5 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 r 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 r 65.0 70.0 70.0. 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65,0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 4 6 65.0 65.0 65.0 65.0 l .0 na.0 (Db. u mu 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 5.3.1<0 szs.sio 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2R S 5n h'M5 , 5 4 65.0 65.0 65 0 65 0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 .80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 _ 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80,0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6 8 65.0 65.0 ` b5.0 bb. u I 65.0 70.0 „n„ _ Notes (*)_ 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS W TH GLASS TYPES "A. 9, C. & D") 3.) SILL WITII R SER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS W TH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR C" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. ii SILL RISER - OPTIONAL APPLIED WITH SILICONE „. FOR DP ABOVE •70.0 PSF ("80.0 DP MAX.) 0 o ;;; , M b 3 Q o & C 3 a M ' zia w Z O mo in_ nII Z O ~ � CID5 516. a N cFi N 0 0 O z_ o Q O `O- a. a. � x Qo zo tnc � � o 0 U � o z o o t (C4 F "7t1 E-•• o F U1 N3 N q �•o = Z oN 0 ca Ip I cG I I ca • • ••• • • • ••• •• •• • • • •• •• • • • • • •• •• • . • • • •• • • • • • • • • • • • •• • . • • • 000 • • • • 000 FRAME SIZE WIDTH HEIGHT 60 24 # Jamb Anchors 3 # H & S Glass Type "B" (* 2) Anchors _ + psf 1 - psf 7 1 80.0 DL•SIGN•LOAD CA PACIrY (PSF)• XOKANINDOWS with Un -Equal Lite (1/4-1/2-1/4) •• . • ! z- Pre,Jures (psf) GIas, T3ip (0 (* 23 Glaser Type "D" ('2) I Glass Type "E" (' 3) +pef • -psf • I, ••Psf: +psf -psf Glass Ty .e "F"(• 3) + psf - psf Glass Type "G" (" 2) + psf - psf 80.0 _ 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 84 96 24 24 24 3 3 108 24 3 60 36 72 84 96 36 36 36 3 3 3 3 7 1 80.0 8 10 11 7 7 8 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0_ 80.0 •_• .$OQ 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 80.0 • 1900 • 80.0 ". $DI) 80.0.41 r0;) •� 80.0 80.0 X50 •'•75. 65.0 75.0 52.0 52.0 65.0 75.0 • 053, • 73.0 65.0 75.0 52.0 65,(1 i• 75.14 65.0 75.0 52.0 • 5Q +••7i07 Q• 5.0 65.0 75.0 52.0 65.0 75.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 72 84 48 48 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 4 7 70.0 8 75.0 70.0 75.0 65.0 _ 75.0 65.0 75.0 52.0 52,0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 60 72 84 60 60 60 5 5 5 7 7 52.0 52.0 65.0 75.0 65.0 75.0 • 52.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 • 52.0 52.0 65.0 75.0 108 60 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 74 26 38.375 3 3 7 80.0 7 80.0 80.0 80.0 ' 80.0 80.0 65.0 75,0 65.0 75.0 52.0 52.0 65.0 75.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.D 65.0 75.0 74 74 50.625 58 4 5 7 70.0 7 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 . 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 79.5 26 38.375 3 4 9 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 - 52.0 52.0 65.0 75.0 79.5 79.5 58 63 1 106.25 26 5 5 3 9 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 11 52.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 106.25 38.375 50.625 4 4 11 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 106.25 111 58 63 26 5 5 3 11 11 11 52.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 111 Notes��_; 58 63 5 5 11 11 52.0 52.0 52.0 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. H, C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 // // //, G XOX - Un-E0un1 Lite 75.0 52.0 `1ROOUCT ItLV tatu wcomplying withtba Flwida ilding Code Ac0*ptence No) • Q P*amen en Det* 52.0 65.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70,0 PST (+ROD DP MAX.) ' WINDOWS AND CLASS DOORS IMPACT WINDOW L8700-0901 HORIZONTAL • •••• • - •• -• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •- • •• • • ••• - •• • • . • • • • • • •. • DFSIGMILOAD CAPACITY (PSFI - XQ .WINDOWS with Equal Lite (1/3-1/3-1/3) - - • • - 4:- PreAres (ps0 FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Masi Typi "c. (* 9 Dias{ Type "17' (*;1) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors _ Anchors + psf - psf + p&f • - psf t .+'*IMI "OW + psf - psf + psf - psi + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 • • X.D , 6f0 ds - 75. V, 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 • b 1:3Q.p ; : 11151 e.• 7"J.Q 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 i 7.5.p • ; TA. : 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 • • 95.0 t (35.0) • • • 73.9 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 - 75.0 52.0 52.0 65.0 75.0 72 48 4 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 LA rYS 1V INDUSTRIES INC. MANUFACTURER OF QUALITY A 72 60 5 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 84 " • 60 5 -9- - 52.0 52.0 65.0 75; 0 65.0 75.0 52.0 • 52.0 65.0 . 75.0 53.125 - 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 " 52.0 ' 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 ..80.0 65.0 75.0 65.0 . 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 .• 52.0 52.0 65.0 . 75.0 53.125 58 5 - 6 - - 52.0 52:0 65.0 75:0 65.0 75.0 52.0 52.0 . 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 -.75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 - 65.0 75.0 74 .50.625 .4 9- - 52.0 . 52.0 65.0 - 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9- - 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 63 5 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 r 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 .52.0 65.0 75.0 79.5 63 5 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9- - 52.0 52.0 ' 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 19fi?JCT REVISED..,, 1comptyingwzlttI,+Ikeida a Budding Code i . o22'2 .' crxPutnuNa Id :t>-,. . 'm .•., A , ,... 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C, & D") \\ ` \\ \\ ` / // / pirn an Date +r'P111 'As ' rty.10,',..,:: `\� SILL RISER - OPTIONAL .2($ ,+m ry ` a AY 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP "E, '\\' \\ .\�' '//' a )ad e Pro +l r•' 1� APPLIED WITH SILICONE irt'8� - to., ' (WINDOWS WITH GLASS TYPES & F") AND +80.0 DP MAX. // ( FOR DP ABOVE +70.0 PSF i -z',a•:' I ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) c. .t` ) t (+80.0 DP MAX.) �„a= Y•Y,�'-qr.. ,( ""r-., �. y" 1 - •_o* � 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE 30FT. -- - """"- �� `�^.�-' 1 "win114 IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. X42�Essta11A4e CZ o SLICONE OPTIONSDOW CORNING 899 SCHNEE-NOREHEAD 5731 TRENCO SPECTRUM 2 • •••• • • •• •• • • •• • •• • • • • • •• •• • •• • • • • •• •••• •• • • •• •• • •• • • ••• • • • • •� • • y�•Jc 3/4• S.p,S• • /LUMINUM • '�j 1LLLNN • • • ••FLA �HEADr PHIL$. ON APPROALS jOR•••SEE E ATION Ai SH T N2 YPE. 502E 1C`�� 111 D MAX. �0R FASTENER INC ESSURE U1AN5S • •• P TA L'S FOR0.078" MIN. THICK) • • •. • • • • •. • LAMINATED GLASS COMPOSITION - TYPE B NEM 1 CUSS DESCRIPTION 1 II/8• ANNEALED GLASS 2 0090• PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS ®7 DETAL LAMINATE DESCRIPTION SAFLEx AVE by 0.04PLEastman Chemical cu LAMINATED CLASS COMPOSITION - TY 'E D ITEM GLASS DESCRIPTION 1/8' HEAT-STREHGHTENED GLASS 0.090' PLASTIC INTERLAYER 3 I/O" HEAT-STRENGHTENED GLASS DETAIL IAMINATH DESCRIPTION 0�•o-� BUTPCITE PBKy KNroroy M ITC. LAMINATED GLASS COMPOSITION - TYPE E NEM GIASS DESCRIPTION ( (IT)I DETAIL L 1/8• HEAT-STRENGHTENEO GLASS 0090' PLASTIC INTERLAYER I/O' HEAT-STRENGHTENED GLASS LAMINATE DESCRIPTION SAFLE0 PVR by Eastman Chrmkal co. LAMINATED GLASS COMPOSITION - TYPE F TIYM GLASS DESCRIPTION 1 I :/8• ANNEALED GLAS 2 00090' PLASTIC INTERLAYER 3 I/O'IANNEALED GLASS DETAIL 3 Oboo'-y 81.42106 DEPTH LAMINATE DERCRIPTION EUTACITE PCBby vraray M rC. Inc. •SIL ICCNC OPTIONS') OOW CORNING 899 S81eiEE-NORENEAD 5731 TRENCO S21:80404 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM CLASS DESCRIPTION 1/8' ANNEALED GLASS 0090' PLASTIC INTERLAYER 3 I/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 1/8' ANNEALED GLASS 00 DETAIL {.1;__°16 CO CD) _ LAMINATE DESCRIPTIO F120 PVB by as man Chemical ca. INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM CLASS DESCRIPTIO DETAIL LAMINATE DESCRIPTION 3 I1/8• ANNEALED GLASS {1/4' INSULATED AIR SPACE 1 1/8• ANNEALED GLASS 0.090' PLASTIC INTERL000 3 11/8' ANNEALED 01.ASS «) r BUTACITE AVE by KNroroy Merica, Inc. INSULATED LAMINATED GLASS COMPOSITION TYPE G REM GLASS DESCRIPTION 1/8' MEAT-STRENGHTENEO ERAS { ( DETAIL SET 1- 0 L 0.090' PLASTIC INiERLP YER ,J I { O 1/0' 1HEAT-STREN6HTENEO GLPSS s{T T'6'+ 1 1/4' INSULATED AIR SPACE j a I.V4 T' 118' ANNEALED GLASS (.1 c 04.0 J LAMINATE DESCRIPTION BUT4CITE eye by Kuraray America. 140. 140 WINDOWS WITH GLASS TYPES 'A. C. 0R G" INSTALLED ABOVE 30FT. IN THE H.VMZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS Ei HE LOWER PRESSURES OF HE WNDOW CR MULL SHALL GOVERN t: ••_ID,• • • i• • • • INTERIORn EXTERIOR GRADE WINDOW FRAME PERIMEIE:R CAULKING EXTERIOR @2 FRAME MULLING DETAIL PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO DE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI M:N. (STEEL H8 GA. MIN. TH!CI( - 0.046") 8) ALUMINUM 6063-85 MIN. (21.08. 0.078" MIN. THICK) METAL S RUCTU • E ' NT DETAIL SEE MULLION APPROVALS FOR - FALILLION TYPE, 512E AND MAX. DESIGN PRESSURE LIMITATIONS. •NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1.4.-- 1/4' MAX. # (2 S.C.S. % 1 1/4" L. SHIM p 1 (SEE ELEVATION AT SHEET }2 INTEINTERIORFOR MAX. FASTENER SPACING) •' Ipr.,,„ W N00W FRAME NOTE: • • HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS • ITEM / PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-06 ALUMINUM 2 1-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXO. JAMB 6063-06 ALUMINUM 4 1-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S 1-7705 l VENT MEETING RAIL 6063-86 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-16 ALUMINUM 7 L-87031 FRAME VENT JAMB 6063-T6 ALUMINUM 8 1-77061 VENT JAMB LATCH RAIL 6083-T6 ALUMINUM 9 L-8702 I FRAME SILL TRACK 6063-75 ALUMINUM 10 L-8705 1 00490 SILL RETAIN! 'G CLIP 6063-15 ALUMINUM It L-7708 AS 0E0'00. GLAZING BEAD 0 3/8. 1 6063-15 ALUMINUM 12 FS -006 AS RE0'0. FRAME ASSEMBLY SCREWS R8 X 3/4' P.H. PHILLIPS 13 00-040 AS REDD. INSTALLATION SCREWS 914 SMS F.H./PHIL. 14 L-7531 AS RED D. VINYL BULB 1/4' DIA. BULB 93033 15 PWS -003 AS RED D. FIN SEAL WEATHERSTRIP .187" e x .230' h 16 PV5-005 AS REG'0. FIN SEAL WEATHERSTRIP .187'. N x .350' h 17 PWS -009 AS RE0'D. FIN SEAL WEATHERSTRIP .187' m x 3(0' h 18 1-7711 AS REDID. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 _ PVS-001 AS 90011 PILE P GLAZING BEAD .187' w x .150' h .20 L-8706 AS REDD. SILL RISER ADAPTER 6063-T5 ALL; OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 20 HC -057-12 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 . 2 SILL/JAMB JOINT GASKE 0 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW 48 X 2 1/4' P.H./PHIL. 26.1 110-044-1 2 WEEP FLAP 3 BAFFLE 262 H0.- 1 X WEEP OPEN CELL FOAM PAD tit' X I/O' X 2' 1. 27 HC -040-1 2 AS ROLLER & HOUSING . 28 HC -026-1 I SCREEN FRAME & MESH 29 Ar t ATTACHMENT SCREW 8 CLIP 98 X 5/8" S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L'-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-05 ALUMINUM 33 . 2 LAMINATED GLASS See Details E L.N. of Sheet 9 34 . AS REDID. GLAZING SILICONE See Details P I..H. nF sheet 9 35 OPTIONAL AS REO'0. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REO'0. JOINT SEALANT 4 37 . AS REPT. PERIMETER ACRYLIC CAULK 051 POLYSEAMSEAL PRODUCI REVISED Ds <DD3pl0ing WKivII10 $lon*a 0ui0Am9 Cork '/ ' y) FA�.t,C(:�pF31p0CR.0 NFO _GTT'{ L L Dete j ]Y� or the FBC-2019 • • • •• •• • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• • • • •• •• • • ••• FRAME HEAD �L--7703 —{ FRAME FIXED JAMB L-7701 • SILL ?RACK • I q-9ry08• • • • • 9 • • • • • • • • • • • • (S ;• i' • • • • FRAME JAMB .� '\ FRAME TOP CORNER 0: $ g O O .750 + • • yy� • • ••• • \ 0� o 20LLING FLANGE IMPACT WINI RNER ASSEMBLY DETAILS 1.8700-0901 ISM' 1n no ,,. IF"'" •• •• ;:: ••• •• `` .�. wp I 64 44 N .o V J762 SILL; R AI IN CCP : L-05• • • • • • • ®• • • •• • . . FRAM," HEAQ z6 6`� - _i zo2.6510 o p VENT TOP RAS O f u39 E dAMR • d 1.466 I I .062 , liki _r � It j L. n 5 FRAME SILL L-8701 FRAME VENT JAMB L-8703 0 —I .754 I-- s.,'_, O FRAME LA StA INDVSTr2IE S,,.___INC. MANUFACTURER OF QUALITY Al O .a 43 £ 2.000 r.r. Z D62 .237 2.643 c7 • — —362 VENT T P 90TTOM CORNER FRAME MEETING RAIL EE-. q3 VENT SPRING LATCH. Q. \ F"Raaf Sq{. y Z a L-7539 21 362 '\, \� *.441..'' ZL4 `•� 0 VFNT JAMS RAI , \ .7. z la 1235 ,i VENT LOCK RaL .r O N o x 47 cn� , I .69e I .:a..t'4.^ I 1 \ 2355 F VENT INTERLOCK RAIL L--7705 FIXED MEETING RAIL -770q L VENT TOPj /BOTTOM RAIL L-7707 6 I yFNT \\` BOTTOM Ral ` r ° FRAM[ SIAL / MEETING RA'G r EpgME 5n� !N W.%Nefn: - No Change this sheet _ u C. Compeonce w/ FBC 5th Edon (7014) ono ASTM E1300-09 r .ov o, o 0 0 O O .OG2 ,062 1.375-1 O VA,NT 0070M CORNER \ 2.062 Ale--- 2.263 j ,, N N L304 I L163 •i FRAME& SASH CORNER ASSEMBLY DETAILS m m I L __ —Lms _ VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8830 : GLAZING BEAD L I I GLAZING L-7711 8 BEAU SILL RISER ADAPTER L-8706 20 '700 r>ucJuucr REVISED �� • •,, .,. OO `O g0 in• '',.y—‘a S 3 2300 r'u35 —zyT F'394 1 03 ss complying with the Florida •,� �� T ( f I 030 iso 330 Building Code ncegw,nxConl •O'122.►4 <-- Cei fi; �i e3o I ( 4 T G� lanil01im Date Si 4 plj .1411.,-.;n 2.794 '• m -1233 /' Miami A., .'A{ ,0- a. c. �j't .773_1 .773 ++ --11-350 . 1tFI O • MK -D DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (En Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiootiom RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade ottjrty Product Ceontrol Section that this product or material fails to meet the requirements of the applicable bdnding cod; • • • • • This product is approved as described herein, and has been designed to comply v itir iI Fioridd 3.1ilding Code, including the High Velocity Hurricane Zone. • MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.ntiamidade.s;ov/economy DESCRIPTION: Series "3200" Outswing Aluminum Casement: Window - L.ML... • '....' APPROVAL DOCUMENT: Drawing No. L3200-080.1, titled "Series: 3200 Outtniitg,Impac . ejnent Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated b$/25/14, 15repared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade:M1, Product•Control •. Revision stamp with the Notice of Acceptance number and Expiration date by tine Iviami-Dade 4eunty • Product Control Section. • .• . . . . . • MISSILE IMPACT RATING: Large Missile Impact Resistant •. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni--Dade County, Florida, and followed by the expiration date. may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done ittits entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI•DAOE COUNTY at=l-f? APPROVED 'a NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 Page 1 . • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, Sheets 01 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lanai. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI--08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/QSrsigned and sealed by Candido F. Font, P. E. (Submitted underiVOA j\T0. 0N. 9.6.08) 1 Test reports on: 1) Large Missile Impact Test per FBC, TAS 201'94 • . • • . • . • • 2) Cyclic Wind Pressure Loading per FBC, TAS7t;;-'94 • • along with marked -up drawings and installation diagram of a .his 3200.Qytswing • • aluminum casement window, X configuration, w/5/16* • ai i. L rni... Mass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2O 3,:HETk9 ;2100, • HETI-08-2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2'1'03B,HETI 08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI I 131 B, al!dated • • 07/10/08, signed and sealed by Candido F. Font, P. E. • • (Submitted under NOA No. 08-1020.08)• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.21) 2. Glazing complies with ASTM E1300-04/ 09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D. Gascon, P. E: Product Control Section -Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. - STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 1 Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.21) • • ••••• • 4. Statement letter of no financial interest, dated 10/01/08, signed'arid scaled by.Thomas •J. Sotos, P. E. • • • • (Submitted under NOA No. 08-1020.08) • 5. Laboratory compliance letter for Test Reports Nor's. • HETI-.-2b199A, • dated 07/10/08, HETI-08-2102A, dated 07/10/08, HPTJ,Q$-44• • dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2124%p'dated:'(J1P1U/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/0K»,:HETI-O8--2101, • dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B7 dated.(174.1)/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 074,0/0g4 HE` 108-2104,1 • • • • dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 03/4)/08, HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted wider previous NOA No. 08-1020.08) . G. OTHERS .1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminum Casement Window - L.M.I.", approved on 03/06/14 and expiring on 03/04/19. E-2 ��. /, Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • • • • • • • • • ••• • • • • •• • ANCHORS* (A) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) 5 AT EA. FRAME JAMB Al 12 1/2" (1.1/X. 0.0.) 6' (TYPICAL (". CORNERS) -PAW.) (MAX.) V W ExEx wr 1. O 13 3 N .............._�0 Ii' IL 1 /8".%.-. �w ' ...... it •/��A'*Cr Moxfj III D.L.0,4tIpth ,' 11 .-E x.. -Iii ;Ay //-/tt \\d > II !I \ \ Blaaivin mid t pon. 111 36 0 • • • • • • • • • • • • ANCHORS. • • • • • • (M 644NT FRAME MEAD • • (CC 611T FRAME SILL • (D) 44 AT EA. FAME JAI41' 0j '0 EXT. & INT. FALSE COLONIAL -- MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 6• 25' 0.C. (E1/i1.) Nex4 37' WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-08. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED 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 5 & 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE, DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5:) SEE SHEET q3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET /5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD DUCKS 11,1 CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET N2 FOR DETAIL & NOTES) 6.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/0R SECTION 2326.2 9.) EXT. & 1147. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO DE MEASURED FROM TI1E 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. 11.) SEE SHEET A 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 3 o - ANCItIR CLUSTER •SEE D6 IL 84 AT SHEET 7 OF 7 < RAt4E•SILL TYPICAL) ••• 6" A2 () CORNER(TIPgILCAL S) (mAx.) I. 1 er �w I. •• it •/��A'*Cr -Bl f. Ylldtii .. \O - • • 30 5 " .-E x.. -Iii ;Ay //-/tt voo or r ! Blaaivin mid t pon. 1 // ///11 wr_•_immommoin.J 6.4( -i4 = 4'I- (tux.1 4._ ( 25' O.C. (MAX.) WINDOW FRAME WIDTH "XO" ELEVATION — (OX reversed) (UNITED TO LOADS ON SHEET 6 OF 7) 1 38 ----ANCHORS* (A) 6 AT FRAME HEAD \(C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB' ANCHOR CLUSTER SEE DETAIL 84 AT SHEET 7 11F 7 (FRAME SILL TYPICAL) 6" 10,") , Fixed Bracket at 8" from end. (Typ. at all Fixed Lite Corners) 6" I(E1/x.) 1i 1 00111 41 25' (AW(.) 74 WINDOW FRAME WIDTH "XX" ELEVATION (LIMITED TO LOADS ON SHEET 8 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS I 13D 5/8" ANCHORa NOTE; ANCHORS TO BE 612 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCQNS or APPROVED CONC. FASTENERS INTO CUNC., WITH A MINIMUM OF' 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) '1=" 36 -.-:: -Bl f. Ylldtii .. \O - _ _. \ \ j 1L_ ' , ,a h ' a 1i 1 00111 41 25' (AW(.) 74 WINDOW FRAME WIDTH "XX" ELEVATION (LIMITED TO LOADS ON SHEET 8 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS PRODUCT REVISED 81 complying with the Fimido LlcDdilg Coda EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. pg08.2o Acceptance No tiryA;•1)1,),'.211.7---C-1.titlo/2°4-7 / 2°4-7 Aliarrl))ad, Prod0ct Conhol TR0 7: $0709: PROFESS II' ENGINEER. pL /65226 DATE_.. Arafr(on Nat." A. Revised to Comply w/ 2010 FBC 8. Renewal and Revinion to sheet 5 4, 6 of C. Revised to Camey w/ 2014 FEC Drown Ay: N. ERA20 Date Drawn: 07/21/06 LAWSON 8501 N.W. 90 ST. MEDLEY, 33166 LIW E>T_T TRI +L;S. 17.7C.) PH No. (305)1DA 688 8860 MANUPACTURRR 07 QUALITY ALUMINUM WINDOWS' AND CLASS 00033 Draw Clae. NOA RNArsd Dµ N. SRAM R. Ion Leve C Daft Amterd. 08/26/14 Part Civ, Prod Calagory: SerGe/Yode4 !Roca Remo... IRMabn F: ASSEMBLY WINDOW 3200 1CNOA 08-01 Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, X0 or OX) Seat: Prodwt 8.1000. Number: CASEMENf3200-0650A-01 Drawing Name..: SAM: 1,3200-0801 I 1 OF 7 • WHEN THE GAP BETWEEN TI1E WINDOW FRAME AND THE BUCK OR MASONRY I3 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORa NOTE; ANCHORS TO BE 612 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCQNS or APPROVED CONC. FASTENERS INTO CUNC., WITH A MINIMUM OF' 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED 81 complying with the Fimido LlcDdilg Coda EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. pg08.2o Acceptance No tiryA;•1)1,),'.211.7---C-1.titlo/2°4-7 / 2°4-7 Aliarrl))ad, Prod0ct Conhol TR0 7: $0709: PROFESS II' ENGINEER. pL /65226 DATE_.. Arafr(on Nat." A. Revised to Comply w/ 2010 FBC 8. Renewal and Revinion to sheet 5 4, 6 of C. Revised to Camey w/ 2014 FEC Drown Ay: N. ERA20 Date Drawn: 07/21/06 LAWSON 8501 N.W. 90 ST. MEDLEY, 33166 LIW E>T_T TRI +L;S. 17.7C.) PH No. (305)1DA 688 8860 MANUPACTURRR 07 QUALITY ALUMINUM WINDOWS' AND CLASS 00033 Draw Clae. NOA RNArsd Dµ N. SRAM R. Ion Leve C Daft Amterd. 08/26/14 Part Civ, Prod Calagory: SerGe/Yode4 !Roca Remo... IRMabn F: ASSEMBLY WINDOW 3200 1CNOA 08-01 Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, X0 or OX) Seat: Prodwt 8.1000. Number: CASEMENf3200-0650A-01 Drawing Name..: SAM: 1,3200-0801 I 1 OF 7 • •••• • • • ••• •• •• • • • • •• •• • •• • • • • • •• • • • •• • • • • ••• • • •• • • • • • • • • • • • ••• • • • • ••• 1/4' TAPCONS W--- 1 /-1 1/4' MIN. CONC. EMBEDMENT srucCU (BY OTHERS) 1 5/32' ALL P,T. WOOD BUCKS ENGINEERED SEPARATELY • & TO BE REVIEW/IT• • BLDG. OFFICIAL 44YF -...; • •.'{lt. 7 1 4" • •:', .• (01N, E.16E0.) 0 - PERIM. CAULKING BY OTHERS (TYP.) tx INTERIOR GLASS METAL LATH & STUCCO (BY OTHERS) 1/4' MAX. [SHIli SPACE 0 EXT. GRADE PERIN, CAULKING (TYP.) STUCCO (BY OTHERS h 2 3/4' EDGE DISTANCE 5/32' N 14 S.M.S. or WD. SCREW W/ • 1 44.14 MIN. WOOD EMBED •• • • • • EXTERIOR GRAO= - • PERIMETER CAULKING BY OTHERS (TYP.) STUCCO --- (BY OTHERS) 2X WOOD BUCK (TYP,) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG, OFFICIAL (TYP.) 1 (' L/4' MAX. • �J i t t PERIM. CAULKING �r SHINEXT. GRADE i 11I/4" (MIN. EMOEO.) e WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I/O', SHIMS ARE NOT REQUIRED. ANCHORS HQTJ; ANCHORS TO BE 61R SMS OR W6. SCREWS INTO WODD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC,, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) METAL LATH, STUCCO.,, AND EXTERIOR GRADE' (''°'e SHEATHING (BY OTHERS PRODUCT REVISED m comply/109 MTh tl,o Florida Code At,•2,,04o No .4"..1:274:74:9• 2 tCO8.2o D;n0.2020p017 'O ,151 .1ilool4) 'i( )'iodnct Coulrol 3/ ' EDGE DISTANCE ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP) 1/4' MAX. SHIN SPACE HT HEIGHT EXTERIOR INTERIOR 2X WOOD BUCK (TYP.) EXT. GRADE PERIt4, CAULKING (TYP.) IX or 2X P.T. WD. BUCK 2 3/4' EDGE DISTANCE 1I/4' 1/4' MAX. SHIM SPACE (40141. EMBED.) THOMAS•Y. S0T05. PROFESS AL' EMINENT PL : ;/ 56228' DATE R.vf.ten Rett : A. Raised to Comply w/ 2010 FRC 8. Renewal and Revision to sheet 3 & 6 of 7 C. Revised to Comply w/ 2014 FBC Prawn 84 R.v4.d 516 N. ERAZO N. ERA20 Den. Drawn: 07/27/08 Dol. 501411d, 08/26/14 LAWSONMEDLEY, 33166 8501 N.W. 90 ST. (I N D 7J STRIMS, I2,7C. ) PH No. (305)1DA 696-8660 MANUFACTURER Or QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clan: Port C10..: Rod C01.eoty: SM. /U04.t• Pen R./nm.. 1: 8tv410n 1: ROA ASSEMBLY 700046 3200 LCN0A 04-01 Series: 3200 Outswing Impact Casement Window VERTICAL CROSS-SECTIONS, DETAILS & NOTES SAW: 5.w1.1, La v. C Rwduet RU.n0,. Numk.: • CASEUF2713200-05N0A-01 &n° Mondry 12200-0801 2 OF • • 000 • • • 000 • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • •• •• • •• •• •• • • ••• • •• •• • • ••• PERIMETER CAULKING ©®m0 48 GLASS FIXED VENT (M STUCCO (BY OTHERS) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) PERIMETER CAULKING •�• • • • 0' ERALL FRAU WIDTM • • • • • • EXTE(;IOIi • • • • •OVERALL VENT WIDTH • • • • • • • • ® • • •• • • DAYLIGHT WIDTH • ••• •••• • • •• • • • INTERIOR OVERAI..I. FRAME WIDTH OVERALL VENT WIDTH El •,D,EXTERIOR =.,p, rTrID--fif% ®mm ® GLASS .11mu10tRam 1MMA\t\1 i t iiitn 1 IS i li Nar � 1%4' P TAPCON �j� ` i T 1 1/4,— (MIN. EMBED) , .0 P T 7 ED gp 45 DAYLIGHT WIDTH OPERABLE VENT 1/4. 00/. 54414 SPACE 42 INTERIOR a WHEN THE GAP BETWEEN TILE WINDOW FRAM AND THE BUCK OR MASONRY IS LESS THAN I/O'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS 111T11 CONC., W1T11 A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 6 BED.) • m ''8®© 12 O • \ ;� r Ali a , -_:tr, �,�III. III II 1.WN IIL'I 1 L! 111 "'11:51 CI OPERABLE VENTi 74-- co ED t TAPCON 40 (MIN. EMBED.) e 4 D' STUCCO (BY OTHERS) GLASS ALL WOOD BUCKS ENGINEERED SEPARATELY & TO RE REVIEWED BY BLDG, OFFICIAL (TYP.) P.T 4/0013 BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS ,y4• MAX. SUN SPACE _ PERIMETER CAULKING EXTERIOR GLASS •r 1\11 U `111\ 1l\ti 5114,i Rt+M+I` 11 1/4• - - 114 i8a�i�t �l1 TAPCON t O (MIN, EFA E0.) , ® r` . 41)` INTERIOR PRODUCT REVISED --- ALL WOOD BUCKS o yingxvi0t ho Flofida ENGINEERED SEPARATELY usRocildingCu,iadc ,—/') (28. 2�.y & TO BE REVIEWED A°ccp100coNo �vC.3 G�C�� BLDG. OFFICIAL (TYP.) .,;?Ti 10Pll''�' /--' 201.7 .4ipmit0tle l'soduc, Co+r1ro1 —`, THOgAS-:J. SOTOS PROPSSSier ' SNGINB6?'., . LI 66220 . L. DATE 0.054*n Note: A. Revised to Comply w./ 2010 PBC 8. Renewal and Revision to sheet 6 & 6 of 7 C. Revised to Comply w/ 2014 PBC .1C_JA Y / IBJ V 1 8501 N.W. 90 5T. MEDLEY, FLORIDA 33166 (SNDiJST1ZTh^8, TNC. ) PH No. (305) 896-8680 MANUPACTURBR OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Vow: IPart Clam 'Prod Cat.gono I S0/5 nods I/MA.(erane. 4r IRMMn d: N0A ASSEMBLY In 3200 LCNmOA a8-01 Drown By: N. ERAZO Del. Drown 07/27/08 Rwf..d BB: N. BRAY.O RwAHen 144.1. C Dot. RMaadr 06/26/14 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES Stale: Prod,. 1 R.Jmmoa NtonOrn /Wowing Number, CASEMEN13200-08440(-01 1,3200-0801 Sheep 9 OP EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP,) FACE CAULK BY UT HERS (TYP,) 1TEM # 40 41 42 43 44 45 46 • •• ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• •• • ••• • •• • • • ••• LAWSON SERIES: 3200 CASEMENT WYINDOW - BILL OF MATERIALS LIST D110. N0. PART NO. SM -5504 QUANTITY 1 X VENT 1 X HANDLE 1 X VENT SEE ELEVATION SEE ELEVATION SEE ELEVATION SEE ELEVATION 47 48 49 50 51 INDOW FRAME L-3007 L-3009 EXT. GRADE PERIMETER CAULKING NUT BY 'LAWSON INDUSTRIES', TU BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH BY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE, CONCRETE OR P.T. WOOD BY OTHERS (TYP 1/4' MAX. SHIN EDGE DISTANCE ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL 1 4 (MM EVB"ED.) L11--164 L11-159 OC -899 1 X ANCHOR AS READ. 2 X BRACKET 8 X POST AS READ. 2X WOOD BUCK (TYP.) DESC*IT BION• • • • • REMARY : : ANTI :AG :VE ;1,L • • • NYLON 6/6• • LOCKM1G MNSI.E ACK P!AjE• •••• • • • • • •••• • 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS FRAME SILL • CIP iCRIWS • • 012 .1.1/2"•P11 SMS FRAME/VEMT ASS9ABLV SMLAAT •• " •• ••• FRAME INS1LI.4-114 49AUL1IN4 • *EXTERIOR GRADE S'ERIMETER FRAME HEPD)AMI: SItAR•P,E : 4634•ALLYARD M (3" L.) GLAZING BEAD - 7/16" 6063-15 ALUMINUM FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS IN -POST ASSEMBLY SCREWS #10 X 1 1/4" Pli SMS GIAZ.150 SFALANT - SILICONE • ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP,) tt 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EM BE II l4. •,WIIUNIIN I DI 11111 NMI 111 EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING <BY OTHERS) @WOOD FRAME INSTALLATION DETAIL PRODUCT RIWVISL'D as complying with Uu; Florida _ Building Code Acooplenco No Evfiction7Jalo ET." NOT1: SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. �F�17d -S 12 S.V,S. X 1 1/4" L. SEE ELEV. FOR SPACING PERIMETER SEALANT WINDOW FRAME hlITol 13ctlo 1' o.&'et COMM 08.2 ITEM a LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST DWG. NO. PART N0. QUANTITY DESCRIPTION REMARKS 1-3001 L-3002 L-3002 I.-3002 L- -3004 L-3004 L-3004 L-3004 L-3003 L-3006 1-3005 L-3010 L-7531 L-3012 L-3011 L--3013 L-3013 L-3013 LII -118 111-115 LII -115 Lit -115 FRAME HEAD FRAME SILL FRAME JAMB -HINGE SIDE LII119 LII-119 LII -119 LII 116 UI -111 UI -113 111-7708 L-7531 5M-5731 LI -110 LII -133 AS REQ'D. 1 X ANCHOR AS REQD. AS REQD. AS REDO. 8 4 X POST 8 2 X VENT 2 X VENT AS REQD. 1 X VENT 4/ OPER. 1/ OPER. 2/ TRACK 1/ OPERATOR 2/ BRACKET 1/ VENT 2/ LOCK 1/ VENT 1 X LOCK POINT JAMB -LATCH SIDE VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL -HINGE SIDE VENT SIDE RAIL -LATCH SIDE IN -POST FRAME SILL ANCHOR CLIP FIXED LITE MOUNTING BRACKET GLAZING BEAD - 5/16" GLAZING BEAD BULB VINYL GLAZING SEALANT -- 5111001E WEATHERSTRIPPING - FRAME/VENT GLAZING BEAD 11/16" LAM./INSUL. CORNER KEY PER FRAME CORNER KEY PER VENT CORNER KEY PER IN -POST FRAME ASSEMBLY SCREWS VENT ASSEMBLY SCREWS 4 BAR 90' HINGES - STD. Sc H.D. 4 BAR 45' HINGES - STD. & 11.0. HINGE MOUNTING SCREWS VENT OPERATOR - DUAL or SINGLE OPERATOR MOUNTING SCREWS STAINLESS STEEL "C" TRACK TRACK MOUNTING SCREWS STUD BRACKET CONNECTOR STUD BRACKET SCREWS LOCKING HANDLE LOCK HANDLE MOUNTING SCREWS LOCKING MULTI -POINT BAR TIE BAR NYLON GUIDES 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063--T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM (3" L.) 6063--T6 ALUMINUM (3" L.) 6063-T5 ALUMINUM PVC VINYL PVC VINYL. 8063-15 ALUMINUM • • #10 X 1" PH SMS #10 X 1 1/4" PH SMS • • #10 X 1/2" P.H./PHIL. 8 • #10 X 3/4" F.H./PHIL. SOS #8 X 1/2" F.H./PHIL. SDS #8 X 1/2" F.H./PHIL. SOS #10--32 X 3/8" PH MS 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 1/ LOCK KEEPER (ST. STEEL) 2/ KEEPER KEEPER MOUNTING SCREWS L-3014 4 SNUBBER #8 X 1" PH./11411. B 2/ SNUBBER SNUBBER INSTALLATION SCREWS 6063-T5 ALUMINUM #8 X 1 2" PH SMS R.vhlen Moto: A Revised to Comply w/ 2010 F8C B. Renewal and Revision to sheet 5 & 6 of 7 C. Rwisad to Comply w/ 2014 PBC LAWSON 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 (IES DT..TSTi21ES, INC.) PH No. (305) 696-8660 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw 08.,: Pert Ciao. Red Cafoary: Sorha/Me4t• ,tem Re5ennee J: 1000 9.95E4217 14008 3200 LCNOA 08-01 R.v4fon I: Drown Dp: Revised BS: 14. ERA20 Del. D,.,» 0rs7/27/08 N. ERA20 Del. RM,.0, 08/26/14 Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS /Newton Leve c Seat.: Product A.1.n,,. AO,me.n CISEUENT3200-0860A-01 Drawing Numler: Shoe L3200-0801 I 4 OP 7 • •••• • • • • •• •• • • •• • •• •• • • • • •• •• •• •• • • • • •• •• • ••• • • • • •• • • •• •• • • ••• • •• •• • • • • • _/16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION 1B DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER ButacMe PVB by DUPONT or Soflex PVB by Eostnon Chenlcol Co. QUI 1/8' ANNEALED GLASS e• 'MIN 0310• 3 1/8' ANNEALED GLASS -_-S18 LAMINATED GLASS COMPOSITION - TYPE ITEM DESCRIPTION 1/8' NEAT-STRENGHTENED GLASS 0.090' PVB INTERLAYER Soflex PVB by Eastman Cheracol Co. 1/8' HEAT-STRENGHTENED GLASS DETAIL B 0310' 5/18" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGloss Interloyer by DoPon 3 1/8' MEAT.STRENGIITENED GLASS DETAIL 1Al%'IF:_- 8340' 718" LAMINATED GLASS COMPOSITION - TYPE ITEM 1 DESCRIPTION 3/16' ANNEALED GLASS 2 0.090' PVB INTERLAYER Soflex PVB by Eastnon Chenlcol C 3 3/16' ANNEALED GLASS DETAIL .167• Da .187' 0.460'- 1/18" LAMINATED GLASS COMPOSITION TYPE "6" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Soflex PVB by Eastnon Chemical Co, i._.-,_...005._ /1 .1/ 3 1/8' ANNEALED GLASS e• 'MIN 343 '-='-- r[W 4 1/4' INSULATED AIR SPACE 4a I REPO 5 1/8' ANNEALED GLASS 0340' LAMINATED GLASS TYPES 9/16 GLAZING IITE 6/18' Laminate • • • •1 • • • • • • • • • • • /16 b_ GLAZING BIIE 7/16" Laminated • 300,ImpctCaselantVtin$ow a • • • coirgulatiolt "X", • • Size • Code Width* • (In7" 12 13 • ,}4 19.125 19.125 • 19.125• Height (In) 26 38.375 5(1625• Flange Frame Window Glazed with Glass Type "A" Glass Type "B" Glass Type "C" Glass Type "D" Glass Type "E' 5/16" Annealed Glass 5116" HS. Class - PVB 6116" HS. Glass SGP 7116" Annealed Glass 11116" Annealed pass •Anchors ItadnSill Jamb DP(+) Psi DP(-) Pst 59,0 2 2 • 16 • • ill • ,142 • 19.125• •28 • 725 • aeo • 38.375 50.625 63 74.25 H33 H34 H35 H36 22 26.5 28.5 26.5 26.5 • ••3 3 3 3 59.0 59,0 59.0 59.0 59.0 59.0 59.0 59.0 59.0 DP(+) Pd 70.0 DP( -)- 134 82.0 DP(+) Psf 70.0 DP(-) DP(+) P8 Ps DP(-) P DP(+) Ps 82.0 70.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 73.0 70.0 DP(-) pst 73.0 70.0 730 59.0 70.0 82.0 70.0 59.0 70.0 82.0 70.0 59.0 70.0 82.0 70.0 59.0 70.0 82.0 70.0 82.0 820 82.0 82.0 70.0 70.0 70.0 70.0 73.0 73.0 73.0 73.0 70.0 73.0 70.0 73,0 70.0 73.0 70.0 730 59.0 70.0 82.0 70.0 59.0 70.0 82.0 70.0 59.0 70.0 3 70.0 37 26 3 2 70.0 3 24 LS 37 50.625 b3 3 5 26 37 74.25 3 5 9/16 GLA _LNG BITE 11/16" Laminated/Insulated GLAZING OPTION DETAILS MODULAR SIZES 2020 2030 2040 2050 2060 2620 2630 2640 24 24 24 24 24 24 30 2650 2660 2820 2830 2840 2850 2860 3020 30 30 32 30 36 48 60 72 24 36 2 2 2 2 2 2 48 32 32 32 32 32 ,60 72 24 3 3 3 3 70.0 70.0 70.0 70.0 70.0 70,0 70:0 70.0 70.0 70.0 82.0 82.0 82.0 82.0 82.0 70.0 70.0 70.0 70,0 70.0 82.0 82.0 82.0 82.0 70.0 70.0 70.0 70.0 73.0 73.0 73.0 70.0 73.0 73.0 70.0 70.0 70.0 73.0 73.0 73.0 82.0 82.0 82.0 70.0 70.0 70.0 73.0 73.0 73.0 70.0 70.0 70.0 73.0 73.0 73.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 82.0 82.0 82.0 82.0 82.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 59.0 59,0 70.0 82.0 82.0 82.0 82.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 82.0 70.0 73.0 70.0 73.0 82.0 70.0 73.0 70.0 73.0 82.0 70.0 73.0 70,0 73.0 82.0 70.0 73.0 70.0 73.0 82.0 70.0 73.0 70.0 730 82.0 70.0 730 70.0 73.0 3 5 59.0 59.0 70.0 82.0 70.0 36 48 3030 3040' 36 36 36 60 72 24 36 3 3 3 3 2 59.0 59.0 70.0 82.0 70.0 82.0 82.0 82.0 70.0 70.0 70.0 73.0 73,0 73.0 70.0 73.0 70.0 73.0 70,0 73.0 3 59.0 59.0 70.0 82.0 70.0 4 59.0 59,0 70.0 82.0 70.0 5 59.0 59.0 70.0 82.0 70.0 3 5 59.0 59.0 70.0 82.0 70.0 3 3 48 2 59.0 3 59.0 59.0 4 59.0 59.0 82.0 82.0 70.0 82.0 70.0 70.0 70.0 82.0 70.0 82.0 70.0 820 70.0 82.0 70.0 82.0 70.0 82.0 70.0 82.0 70.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 70.0 73.0 70.0 73.0 70.0 70.0 70.0 70.0 70.0 73.0 73.0 730 730 73.0 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3060 36 72 3 5 59.0 59.0 70.0 82,0 TI10MA.S 1. SOTOS PEOPBSSIO AL ENGINEER P ll9 j 55225 -> : • Rm.'s Near A. Revised to Comply w/ 2010 r8C 8. Renewal and Revision to sheet 5 of 7 C. Revised to Comply w/ 2014 FBC Droua, RD: N. ERA20 eats Drown 07/27/08 8400,04 BF: N. ERAZO Dao RMee4: 08/26/14 PRODUCT REVISED as tOinp1Yi015wilt the Florida Huildi08 Code /t -. 1`.1Acceptant!,No �„I„ _ 1.% O ,147---z,/.roit';,._i,..l M11i11ifdloducl Covool---`, LAWSON °8.2r� 21:21 8501 N.W. 90 5T. ME0161, FLORIDA 33166 (iNDUSTRIPN No. (305) 696-8660 MANUPACTURFR OF 4UALITY ALUMINUM WINDOWS AND GLASS DOORS Draw Chew' Bari Maw hod Cal,/Ory: See4 model l0aa ./e.enee 1: 'Revision 9: N004 035E14015 WINDOW 3200 07800R 00-01 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS Rev4ebn Level C Staler Pro4ve0 R0/e.en0. MumG,: CASEMENT3200-08000-01 D.au4np Number: Shoot: L3200-0801 I 6 OF 7 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • •• • •• •• •••• •• •• •• • • •• •• • •• •• • • • ••• • • •• • • ••• 5/16' LAMINATED GLASS COMPOSITION - TYPE A ITEM 1 DESCRIPTION 1/8' ANNEALED GLASS 0.090' PVB INTERLAYER Butocite PVB by DUPONT o:• Soften PVB by Eastman Chenlcol Co. 1/8' ANNEALED GLASS DETAIL 0340' 6/18" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 0090' PVD INTERLAYER Soften PVB by (oatmeal Chemical Co. 3 1/8' HEAT-STRENGHTENED GLASS 01.4 .7 i DETAIL 0340' 5/16" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 0.090' 1NTERLAYER SentryGloss Interlayer by DuPont 1/8' HEAT-STRENGHTENED GLASS AI '1 i DETAIL 0346' 7/18" LAMINATED GLASS COMPOSITION - TYPE D TEM DESCRIPTION 3/16' ANNEALED GLASS 2 0.090' AVB INTERLAYER Soften PVB by Eastman Chemical Co 3 3/46' ANNEALED GLASS DETAIL 401' 181' T 0.460'- 11/16' LAMINATED GLASS COMPOSITION TYPE "E ITEM DESCRIPTION 1/8' ANNEALED GLASS 0.090' PVB INTERLAYER Soften PVB by Eastman Chemical Co. 1/8' ANNEALED GLASS 4 I/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS DETAIL LAMINATED GLASS TYPES • • • • • • • ••• iisammimsm QD 51 9/16' . __..- GLA ING :ITE 6/18 Laminated • 9/16 GLA ING BITE 7/18" Laminated • ` 32a01mpiict Casement \Mn Aow • • • 'to�lfl_quration: "S(X VXO'br "OX" /..__ or, Height 1 • •Anchors (in) (in) • SILQ Code • L7 W •W •Q) • 0 0 2 0 U Flange Frame Window dazed with Glass Type "A" Glass Type "B" Glass Type "C' Glass Type 'D" Glass Type "E' 5116" Annealed Gass 5/16" HS. Gass-PVB 6/16"1-1.S. Gass SOP 7/16" Annealed Gass 11116" Annealed Gass Head/Sill Jamb DP(*) DP(-) Psf P¢ DP(*) DP(-) DP(+) Psf Psf Psi DP(-) DP(*) Psf Psf DP(-)._... D(+) Psf- op(-) pet 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 I 13 ▪ 84 • •••:y • • 3L. 3417% • 370 • 58625 :3:•• .4 • 4 •4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 no 70.0 73.0 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 • 62 • • 33 63.1e5 • 416 53.15 • 31.3•/ 4 • •4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3 70.0 70.0 70.0 73.0 700 82.0 70.0 73.0 70.0 73.0 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 35 53.125 63 4 4 022 74 26 6 2 70.0 70.0 70.0 70.0 70.0 73.0 70.0 70.0 73.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 73.0 70.0 73.0 D23 74 38.375 6 3 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 024 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 73.0 9/16' GLA ING BITE 11/18" Laminated/Insulated GLAZING OPTION DETAILS MODULAR SIZES 3020 3030 36 24 4 2 70.0 70.0 7(10 73.0 70.0 82.0 70.0 73.0 70.0 73.0 36 36 4 3 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 7(10 73.0 3050 4020 36 60 4 4 48 24 4 2 70.0 70.0 70.0 70.0 70.0 73.0 70.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 73.0 70.0 73.0 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 4050 48 60 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 730 70.0 73.0 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 730 70.0 73.0 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6020 6030 72 24 6 2 70.0 70.0 70.0 73.0 70.0 72 36 6 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 73.0 70.0 730 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6050 72 60 6 4 70,0 70.0 70.0 73.0 70.0 82.0 70.0 730 70.0 73.0 THOMA2 1,.60102 PR01'ESSIOli ENOINEER • 18, ,t1C:. 60225 20.8 ,, NOW: A Revised to Comply w/ 2010 F00 8. Ronewal and Revision to sheet 5 & 6 o1 7 C. Ravioad to Comp 2014 IDC Dr°u.n By: N. ERAZO *0404 BY: ERAZO PRODUCT REVISED as co, Acceptance Willi is lodda _ 2o H0i1di08 Colo Vj J�B. Ac6cp0mcr. NO C-,,{ /2017 4T,T-SJ'` .:f t` :4iami Ua,i, 1104,061 Coin 8o1 ` LAWSON 8501 N.W. 80 ST. DA 33168 (INDUSTRIES, IN C� PH 8.. (305)1696 8660 MANUPACTURZR OP OUAUJTY ALUMINUM WINDOWS AND CLASS DOORS ➢ram Class, Part Claw Prod Cnft9ory: Sn4./Med.b Item !Worn. 8: R.uf4on d: N0A ASSFM8I.Y WINDOW 3200 LCNOA 08-01 °°+" 77T/oe Series: 3200 Outswing Impact Casement Window Dae. 80.8/25/84 GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS R.N.bn 04,04 Scala: Product R./.r.nc, Numbn: CASEMC8T5200-06NOA-01 Nou(ne !Amber: I 084.4 L3200-0801 8 OF 7 • ••.• • • • ••• . •. •• •• • .• •. • • . • • • •. • • • •• • • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• -1.21.3 .1500. %1 FRAME HEAD O FRAME 1N -POST L-3003 6063-T6 ALUMINUM RAIL `- 1.435 • • • • • • • •• •• •• • • • • • • • • • • •• • • • • �, �• • •• •• •,� 4,� • • • 4� •• • • • •• - ASSEILpY C1�"EW$-45. P.H./ HIL, SIRS VENT RUL ASSEMBLY SCREWS �r 2 - x!10 % 1 1/4' P.„_..,,,,,,,L.,,1/4- H./PHIL. SMS 11. iliii VENT RAIL �'f L-3001 062 r• - • • • • • •: Y✓-�: lila I 606.3-T6 ALUMINUM 0.062 .062 2.312 0.062-- --- • • .. .. • • • • **-74:2 Al '� .3.30 �� _h._.._ 0 I►��l�'iLr o- a ��� �� OD 1.119 - '11 03) -1 ! ANCHOR CLUSTER (HEAD/SILL TYPICAL) .7t: 1 �'_ _..� C t FRAME JAMB '6I - - VENT JAMB 1 ,ill 2.396----- 1.435 4.797 m m INPOST ANCHOR DETAIL -r, 4 .I ► : VFNT RAIL CORKER DETAIL 0 0 0 8 FRAC IMPOST --^__.._.....__. _.__.__-........ _____ 1.2t= c .- _. Or 3 FRAME SILL 4 / JAMB 1.875 VENT RAIL 0.062 L-3004 -SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. 2.250 L-3002 6063-T6 -.-.062 ALUMINUM 1.062 2•ii2 0.062 6063-T6 ALUMINUM NOTE: CASEMENT DESIGN PRESSURE LIMITATIONS, THE LOWER PRESSURES OF FIXED, WINDOW OR MULL SMALL GOVERN 1/4' MAX. SHIFT 1i 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING • FRAME SILL L----2.399 0.688 .....,,...-: - .1. .._ _._...-.----_- ' ! ALL STEEL IN CONTACT WITH _ I 0.078 47 FRAME SHEAR PLATE L__ 0.340 ( -:UI LIflIILIIIID .. 1111 ALUM, TO BE PAINTED OR PLATED. 2. _._.-_____ _.._.._. -- - �.._.._.__..._ I 1 �� METAL. STRUCTURES: (STEEL OR ALUM. 1/8" MIN. THICK) -----------�--. STEEL : Fy = 36 KSI MIN. B) ALUMINUM : 6063-35 MIN. ASSEMBLLYX SCREWS 1.231 0.377 L-3007 6063-75 ALUMINUM r -A) ALUMINUM 38 L-3014 6063-T5 l 0.120� SNUBBER ALUMINUM ___ -- PERIMETER DD WINDOW FRAME 5^! P.H./PHIL. SMS / FRAME IMPOST DETAIL SEALANT METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME L-3006 6063-T6 SILL ANCHOR CLIP ALUMINUM 0.094 .970 .094 11 FIXED LITE MOUNTING BRACKET L--3005 6063-T6 ALUMINUM PRODUCT REVISED as complying with the Florida ((�J�yJ !'� nodding O_ ` O� . G-.� Acceplalw No Expiration.Dalc - Qj _ MOBIL [Ude Product control -..• 0.188 0.070 �� IO0pame, 2.794T -.l.aa 12 GLAZING 5 16" L-3010 6063-15 0.801 BEAD Laminated or L-7708 ALUMINUM 0.050 _____ i 0.39 f 16 11/16" L-3011 6083-T5 f ._.. _ . .. 0.915 I j 1.._...:.}� GLAZING BEAD Insulated/Laminated or LI1--133 ALUMINUM �j 18 0.801 1 `t GLAZING BEAU 7/18" Laminated L-3009 or LII -158 6063-T5 ALUMINUM D.DSD 1 0.266 1� 2 . ENGIOTON PROFESSION PROFESSION ..:NG1Ng6R Re. Re i ed A. Revised to Comply w/ 2010 FBC �� WSON - FL IJe 6226 ` - - - B. Renewal anti Revision to sheet 5 tc 6 of 7 8501 N.W. 90 ST. MEDLEY. FLORIDA 13168 A V (INDLT�TRIES, INC.) PH No. (305) 696-8860 'S '� C. Revised to Com Comply w/ 2014 FBC 1lANVPACTURSR OI QUALITY ALUMINUM WINDOWS AND CLASS DOORS - � i Dno, Clo,r. Po ,i Claw Prod Category: Srrt.UYad,k 10,n R,/arm„ /: R,Wf",. /: NOA ASSEMBLY WIN008 3200 LCAIOA 08-01 _ , a , - - .• D.aan DY: N. ERAZO Dago Dnwx• 07/27/o9 Series: 3200 Outswing Impact Casement Window l'17 , '� ' ReN.,d By. N. ERAZO Dah R.uy W/26/t4 -- EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS L.- `,_0.688 -I 11 -I 0.050 ..I ,0.688 1-0.115 1,11.6£3j_1.1 I - DATE__ I x.ww----------------- `, SaaN: Product R.Jaroner NwmNr: Drawl, AWme.,: BM,k CASWFNr3200-06NOA-01 L3200-0801 7 OP 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cotyft9•Prpduct ontrol Section that this product or material fails to meet the requirements of the alicable buildfn'g bode. his product is approved as described herein, and has been designed to comply wltii the Florida Building MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T(786)315-2590 F(786)315-2599 www.miamidade.>;ov/economy 'ode, including the i{igh Velocity Hurricane Zone. • • DESCRIPTION: Series "SDG -9200" Aluminum Sliding Glass Door - L.M.I. .... • • • • . •••• • • APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9Z60 •Aluminthfl• Sliding . • Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated VIM 2, wt#1.4ks •latest revision "B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E, bearing !lie Miami Dada County Product Control Section Revision stamp with the Notice of Acceptance number are tecp'ration•date.by the Miami -Dade County Product Control Section.• • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . . . .. . ... . .• LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1204.12 and consists of this page 1 and evidence pages E-1, E-2, E-3 and Fr -4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY APPROVED NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 Page 1 . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated. 40112/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and ¥!ETI.12-4b641 • dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • • •••••• ••• (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2444 • 2) Cyclic Wind Pressure Loading per FBC, TASa113-94 • • • • •. along with marked -up drawings and installation diagram of• al•luminum.$ ,iding Glass Door, prepared by Hurricane Engineering & Testing, Att;.'Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/ 1r,iIIETJ-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11,333Q, dated *0/71'6/12,• HETI-12-4052, dated 07/10/12, HETI-12-4054 and fE7'1-12-X4965; dated • 09/24/12, all signed and sealed by Rafael E. Droz- -Seda, P. E. • • (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA. No. 12-.1204..12) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) `---4� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••• 2) Uniform Static Air Pressure Test, Loading ger F$C, TAS•202-94 3) Water Resistance Test, per FBC, TAS 202-14' • •••••••• • 4) Large Missile Impact Test per FBC, TAS 2�� 4: •• • 5) Cyclic Wind Pressure Loading per FBC, TA$.29-94 •••• • • 6) Forced Entry Test, Type "C" sliding dooi .4irade 18;per FBC • • 2411.3.2.1, TAS 202-94 and per ASTM F 843-•91 • • along with marked -up drawings and installation diagram oP'dn'Alumin'umSliding • • Glass Door, prepared by Fenestration Testing Laboratori•4, Teist 1 eports • No.'s FTL-3078, dated 01/10/02, signed and sealed by .Luis, Figueltda,"P.E.;• • FTL-3525 and FTL-3572, dated 09/09/02, both signed ana• sealed by C. • • Chan, P. E.; FM -3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL'3426, dated 04/26/02, FTL-3492, dated 06/20/02, FI'L-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas 3. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916,11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423,16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, rcpiri; g on 05/21/16.•"' • 6. Technical data sheet of flexible vinyl compound FPVC 7267175. Whitiir'&'FPVC • • 7200-75 (Black), published by Team Plastics. Inc.! Bayshore q.ip3; Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-327.1, HETI-11-3272,IIETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-1.1-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12--4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 11-0518.03) • • • • 8. Laboratory compliance letters issued by Fenestration Testing Litbo;atpry, Ing' far Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Lbis Figuerredoy1&.E. (Submitted under previous NOA No. 02-1126.04) • • 9. Laboratory compliance letters issued by Fenestration Testing Labgtatory, Inc.., for Test . Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both.sigried anc•satrled by Joseph C. Chan, P. E.• • (Submitted under previous NOA No. 02-1126.04) • • • • 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Irte., kr Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated.04/29/02, 1T.!3426, dated 04/26/02, FTI -3492, dated 06/20/02, FTL-3493,'Wel 06/24(22: and • FTL--3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. • • (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. Jaime D. Gascon,'1'. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-4 • • ••• • • • ••• • • • • • • • • • 400 • • • •• • • • • • • •• •• • • • • • • • • •• • •• • • • • • • 00* • • • • 000 MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE BELOW SEE BELOW SEE BELOW • • • NOTE /5.NOTE /6. NOTE 115. • • • • • • of{' c� of �� • y Y I O t J ayd O 0.. G= l a G. LI 0 p11 .4> W i 1 7 X - LP or RP -X : 1J r 2D/2T - XX or XX -LP or RP -XX or LP -XX -RP -47 O. O. SEE BELOW • ••NOTE #5.� 1 Y l. d T• t v • • j -G O. Q • •• 4 .,, • • • • y • 1 —• ,.."• G•G• •• • o• • • •0 1 •• • ��i • • 4Q • "1-• . 1• o • • � 1 • '4 • • •• 4D/3T . X X o 4D/ LP-XXXX or Ar-xixi or j.. - X) X-nr• • • 1O/2T - RP FOCHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE /5. 2D/2T 2D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 3D/3T - XXX or LP -XXX or RP -XXX 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 20/2T SEE BELOW I- NOTE y5. I o a^ i t 1 tnl 7 LP/RP NOTES' 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DEVILS. 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES /15 & 16. 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 4D 2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) ••• • • IMPACT SLIDING GLASS DOOR • • ▪ General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS EDITION VELOCITY HURRICANE 20NEVELOCITY (H HZ) AND 014) FLORIDA BUILDING ASTM 300 INCLUDING 04. • HIGH THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) .) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING • RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS 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, 8, 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 FBC 6th EDITION (2014) CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FDCED PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEE9S # 3, 4, 6, 7, 9, 10, & 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. 16.) 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 (E0R). SERIES: SGD-9200 0 b 4047) r0 b Q a � o O CA m m N 3o4o it R 2 o m 7 a c/D SGD-9200 ALUMINUM SLIDING GLASS 1 40. 20/2T - XO 2D/2T - OX 2 DOOR KOMI l) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. -o a- • I �•/ _, „ O. 4. G. .9 -9 3D/3T - XXX or LP -XXX or RP -XXX 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 20/2T SEE BELOW I- NOTE y5. I o a^ i t 1 tnl 7 LP/RP NOTES' 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DEVILS. 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES /15 & 16. 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 4D 2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) ••• • • IMPACT SLIDING GLASS DOOR • • ▪ General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS EDITION VELOCITY HURRICANE 20NEVELOCITY (H HZ) AND 014) FLORIDA BUILDING ASTM 300 INCLUDING 04. • HIGH THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) .) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING • RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS 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, 8, 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 FBC 6th EDITION (2014) CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FDCED PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEE9S # 3, 4, 6, 7, 9, 10, & 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. 16.) 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 (E0R). SERIES: SGD-9200 0 b 4047) r0 b Q a � o O CA m m N 3o4o it R 2 o m 7 a c/D SGD-9200 ALUMINUM SLIDING GLASS 1 40. 20/2T - XO 2D/2T - OX 2 DOOR KOMI l) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3D/27 - oxo A %.4 -o A j/ -D 1 G• 3D/27 - oxo A %.4 %% G= A j/ -D 3 & 4 DOOR 4D/2T - OXXO NOTES. 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED POR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCT REVISED es complying with the Florida Bonding Code ii / ,.. Aces. , „ 'No L +YA� / A BY, Mlamf bads Roducl coo:. O 8 OL 0 N b 8 41 2 1 z 1 1 • • ••• • • • ••• •• •• • 1 • •• • • • • • • • •• •• •• • • • • ••• • • • • • • • • • • 0 • • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GRS '1 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) Er. 1-) •616, (-- 5/0• 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 • (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 •75.0 (NO 6STEEL) /0 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 65.0 65.0 65.0 65.0 X X •• • • • • • 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 • • 6I..5 • • • (WITH8/SOTEEL) 8/0 56.7 65.0 56.7 65.0 X X X • • A • DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) (NO 5STEEL) /0 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 (N06/0 EL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 (WITH8/S6TEEl) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 (WITH8/S0EEL) 8/0 65.0 65.0 65.0 65.0 X X X X XO OX APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET -- BULB VINYL 17 /16" HEAT STREW() GLASS 090 INTERLAYER -DuPont SentryGlass by: E.I. DuPont DeNemoure & Co., In 3/16" HEAT STREN'D CLASS SIUCONE _SCHNEE-MOREHEAD 5731 DOW CORNING 699 gt1•lillilfTREMCO SPECTRUM 2 GLASS TYPE 'A' 1.) MAX. 6/0 8/0 8/0 D.L.O.: X 6/8 = X 6/8 = X 8/0 = • • • • •• • • • • • • • • • • ••• • •• • ••• •• • • • • $ • SPACING LIMISATION: Andra got b exceed 10 1/2" O.C. of Doors smaller than 60" in wi• lb. 98 3/8" MAX. DOOR WIDTH ••I •• • • •• • • • NOTES - 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 32-3/4" 44-3/4" 44-3/4" X 74-3/4" X 74-3/4" X 90-3/4" BULB VINYL 17 .3/16" HEAT STREN'D GLASS 090 PVB INTERLAYER DuPont Butacite by: E.I. DuPont DeNemoure &Co., Inc. 3/16" HEAT STREN'0 GLASS N SIUCONE g _SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 ti 13 1/4" MAX. TYP. HEAD/SILL 1 ' I 1 / I CLUSTER OF 4 ANCHORS AT STILE ENDS • • •• (7 0 0 0 a 6) rn • • • •• L7 1.5 z 0 rn • • 0 0 ci 0 7/16" LAM. GLASS /2 0 // r x r 6" MAX. TYP. %/ /j STEEL REINFORCING AS REOD. SEE CHART AT LEFT 0 HEAD/SILL CORNERS LAMINATED GLASS LARGE MISSILE IMPACT 44 3/4" MAX. D.L. OPG. 50" MAX. 50" MAX. ID00RS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PANEL WIDTH PANEL WIDTH 2 DOOR - TWO TRACK "XO" TYPICAL ELEVATION TESTED UNIT -8518 VINYL 17 3/16" HEAT STREWD GLASS 090 SAFLEX HP Clear or Color Gloss Interlayer a by: Solutio, Inc. 3/16" HEAT STREN'D GIASS SILICONE SCFINEE-MOREHEAD 5731 DOW CORNING 899 P I rll_ TREMCO SPECTRUM 2 rc ti GLASS TYPE 'C' S z 85 6) BULB VINYL 17 3/16" HEAT STREN'D GLASS .090 PVB SAFIEX Clear or Color Gloss Interloyer by: Solutia, Inc. 3/18" HEAT STREN'O GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 illiii SPECTRUM 2 ° Al; PRODUCT REVISED as complying with the Florida Building Code 4 Acceptance No - GLASS TYPE 'D' By diems Dada Product Control CC 0 U go m 0 rd o M M Nom 0 re 0 N 3 s M z o z 8) (" ao � a. cf) 03 0 03 4 0 0 CS z Tn z -3 Qi O O CQ O I Cy 0) a ro 1 1 1 B. Revised to comply_ w/ 2014 FBC N ig 11 1 z 1 1 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 3/4" g 16 (MIN, EMBED.) /• 1 MIN. 1BY WOOD BUCK EE ". TES FOR SPACING) 7/16' -LAMINATED GLASS METAL • • 1YPICAL JJJCHO IN PAIRS • • • • TYPICAL ANCHORS IN PAIRS STRUCTURE 1• M*7 • SEE F+EVfOR•5 ACING • • • SEE ELEV. FOR SPACING • • •. • • • • . 0, • �•�r•. • •1 _• �d a � 1 3/4' (MIN. 00800. NOTES; 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION 3EZI) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. • • • • •• f"' • •• �• • • • • • • • ••• •• 1" Min. likliTYPICAL ANCHORS IN PARS BY TYP•) SEE ELEV. FOR SPACING 2Wood Buck Substrate or 44 WoodSlrutaro w/ (SG) Specific G �vitye .55 min. (TYP•) 77 1/16" or 1/8" SILL RISER ADHERED TO SILL WITH SILICONE FULL LENGTH OF UNIT 1 3/4" (MIN. 00800.) CD AtaditimigNINIMC- NI Non -Shrink, Non -Metallic Crout. of Minimum 5 Ksi (.4 J v) W 1/4' TAPCON or APPROVED EQUAL BY EOR W/ 1 3/4' MIN. EMBED, INTO 3.2 Ks! Conc. H FROM CORNERS L SEE ELEVATION AT SHEET 2 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING DETAILS. PRODUCT REVISED as complying with Ma Florida Dan ..)244 �7v/�����i Witt 6 Acccptaocp cle Product Contro 4" Min. Edge Dist. TYPICAL ANCHORS IN PAIRS ,E ELEV. FOR SPACING I11cc� h1i MFT 1. HTH 1C UR X ATTA . .NT DISI' 1 a NOTE: 1. ALL STEEL IN CONTACT WITH ALUM, TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A STEEL Fy - 36 K51 MIN. STEEL 12 GA MIN. THICK a 0.1051 B ALUMINUM 6063-15 MIN. (ALUM. 0.078" MIN. THICK) MIAMI-DADE COUNTY APPR'O MULLION SEE SEPARATE 1406 W000 BUCKS 3140 METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AN0 TRANSFER TH011 TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL 13345 Embedment Edge Dist. Concrete ELCO ULTRACON 1/4' 1/4" 1 3/4' 1" 2.85 Kai HUILOEX 1/4" - 1 3/4" 4' 3.2 Ksi BUILDE% - 3/16" 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD -SHL AYH Embedment. Edge DIAL 21t Wood ELCO ULTRACON 1/4" 1/4" 1 1/4" 1' .55 SG BUILDS% 1/4" 1/4' 1 1/4' 1' .55 5G S.M.S. (Into 20) /12 #12 1 1/4' 1" .55 SG INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36' KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #I0 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/41 INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MK (ITW BUILDEX) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILOEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ci] 0 V O 6 1 • A Dr*, fy"hart. L9200-1102 1 1 1 0 `?- A N 4 s 8 A i • 8 8 1 • E $s 8 Q O z i$ 0 1 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • • •• • • ••• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING N. p1 TThCWrs METAL STRUCTURE _1 3/4' (MIN. E4BE0.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /4" MAX. 1/4" MAX. SHIM • • • • ••• • • • • • • •• •• • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • •••. ••• • METAL. STRUCTURE ATTACH .NT DET 1 NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL ES STRUCTURES: STEELA) y = 36 KSI MIN. (STEEL 12 GA. MIN. THICK = 0.105") 8) ALUMINUM : 6063-75 MIN. (ALUM. 0.078" MIN. THICK) PANEL WIDTH • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4" SHIM MAX. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 01 Ol 1 I/4'� (MIN. EMBED.) SCREENS OPTS ®NOT REQD. ON 6/0 11 8 8 SIZES SEE C T ON SHEET 2 OF 14 PANEL WIDTH 2D/2T — XO (Shown.) EXTERIOR DooR WIDTH 2D/2T — OX (Reversed) 3/4' MIN. EMBED. 1BY P.T. PRODUCT REVISED W000 BUCK a complying with tha Florida Building Coda Accc, . No Z08.02 ci) U O O A 0 4 �o W encnO CS0 O x CQ O CD 0 I ALUMINUM SLTT)ING GLASS 0 N 0 0 a 1 1 1 1 x V - 1: & to include Multi—Slide door panels w/ or E 0 o 8 of 11 1 MK -3 • • ••• • • • • • • • • • •• • . •• • • . • • •. • •• •• •• • • • ••• • • • • ••• •• •• •• • •• • 0 ••• • • • • • ••• OXXO OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1. BULB VINYL 17 3/16" HEAT STREW° GLASS .090 PVB INTERLAYER DUPONT BIJTACITE by: E.I. DuPont DeNemours & Co. Inc. 3/16' HEAT STREN'0 GLASS 07 SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' BULB NNYL t7 3/16" HEAT STREW!) CLASS .090 INTERLAYER DuPont-SentryGlos by: EJ. DuPont DeNemours & Co., Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS rn 196 1/4" MAX. W DOOR HEIGHT F7./IN. STANDARD SILL OXXO OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1. BULB VINYL 17 3/16" HEAT STREW° GLASS .090 PVB INTERLAYER DUPONT BIJTACITE by: E.I. DuPont DeNemours & Co. Inc. 3/16' HEAT STREN'0 GLASS 07 SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' BULB NNYL t7 3/16" HEAT STREW!) CLASS .090 INTERLAYER DuPont-SentryGlos by: EJ. DuPont DeNemours & Co., Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS rn 196 1/4" MAX. FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION TESTED UNIT DESIGN LOAD CAPACITY - PSI? GLASS TYPES 'A' OR 'B' • • 13" MAXI. TYP.• • •1J 1R WIDTH CLUSTER OF • • •• •• 4 ANCHORS • • • AT• H�D�SILL • AT STILE ENDS 6' MAX. TYP. DOOR HEIGHT F7./IN. STANDARD SILL 1t• 2: • • • • • 0 • ••• ••e, • 6"'' HEAD/SILL CORNERS 1 ( INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) \ 000R HEIGHT 94 1/4" MAX. PANEL HEIGHT 90 3/4" MAX. - - 60.0 •• •• •• •• • • :••• • • 1 al •• ••• •• e 7),14; EVEteLL IAM. kV • • • •/iffie 4 11 1 11I II 60.0 56.7 - .- -. d a. C1 "j '/' // ,-/ ••- I ///.//� // i/ I� / //. // // /. .// // // _;4 a m M M - O_ C2 60.0 56.7 60.0 60.0 60.0 o - 60.0 56.7 1 60.0 60.0 I 60.0 56.7 60.0 - 82 O Q 1 X I 1 a X I NEEL REINFORCING 1 AS REOD. I O - 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 1 i I r1 1 r 44 3/4" MAX. 60.0 r 1 CI Ti 1 1 1 (1) NOTES. ) w 60.0 50" MAX. D.L. OPG. • 1) REFER TO SHEETS 6 & 7 OF 14 ce PANEL WIDTH 50" MAX. -,_._, ....__.. FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 ,r FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION TESTED UNIT DESIGN LOAD CAPACITY - PSI? GLASS TYPES 'A' OR 'B' P NEL LOTH FT./IN. DOOR HEIGHT F7./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/66/8 4/0 4/6 4/11 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 3/08/0 Wail 4 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 .. .s.l 60.0 60.0 LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCT REVISED as complying with the Flon+'dfli J2O 2. Building Codecle nae. . No ��AGk. oedeproduct Contro 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" ,0 b w ;7)7 10 o 0' 0o '.4.32 O o Q 0' ]: cola GLASS DOORS • 3 A 4z 1 $ to include Alulti—Slide door ponels 0/ or e s E s 8 • z i 1 • • ••S• • • • ..• .• .. . • .• • •. .. . • • . . •. •. •. •. • . •• • . •• •... •• • • • . •. •. . •. •. • • • ••• • •• •• • . •.. 1 3/4" 9/-16". . . (MIN. 6E0.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 18Y WOOD BUCK '5 7 2 7/16' -LAMINATES GLASS cs x i" • Mil► . Edge 016t. • 3/4' (MIN. EMBED.) TYPICAL ANCHORS IN PAIRS GBEE ELEV. FOR SPACINS • ••• • • • • •• • • • • • • • • • •• • • • • • ••• ••• Edge 1 1/4• (MIN. EMBED.) L 1" Min. Typ TYPICAL ANCHORS IN PAIRS • • • WEE ELEV. FOR SPACING •• • •X • • • • 2'`S • a, • • TYPICAL ANCHORS IN PAIRS EE ELEV. FOR SPACING 28Y Wood Wood Stru Specific 0 NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION 3) REFER 70 SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16" or 1/11" SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL DETAILS. Non -Shrink. Non -Metallic Grout of Minimum 5 Ksi 1/4' TAPCON or APPROVED EQUAL HY EOR V/ 1 3/4' MIN. ENDED, INTO 3.2 Ksl Conc, 2 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 5 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS 114 PAIRS SEE ELEV. FOR SPACING 1 WEEP NOTCH AT EACH END TYPICAL ANCHORS 2 PER CUP Buck Substrate or tura w/ (50) vity= .55 min. (Typ.) 111( 2 METAL STRUCTURE rtTA1 STR tCTNRE A'1'6ACNMPNT DET 1 S NOTE: 1. ALL STEEL IN CONTACT WITH 3/4" Min. ALUM. TO 8E PAINTED OR PLATED. dge Dist. 2. METAL A) STEEL TRU STRUCTURES: 251 MIN. TYPICAL ANCHORS IN PAIRS (STEEL 12 G4. MIN. THICK - 0.105') ,E ELEV. FOR SPACING 6) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) F1116I1:7: 3 4" Min. Edge 'ist. MIAMI-DADE COUNTY APPR0 MULUON SEE SEPARATE NOA PRODUCT REVISED as complying wish 111 Florida Building Code iI— Acceptance No •alc -�ALI� Miami 1 . de Product Comm] W000 BUCKS AND METAL STRUCTURES NOT 8Y LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min.) ANCHOR OPTIONS HEAD -BILL IAMB Embedment Edge Diet. Concrete ELCO ULTRACON 1/4' 1/4' 1 3/4' 1' 2.85 Ksi BUILDEX 1/4" - 1 3/4' 4' 3.2 Ksi BUILDEX - 3/16' 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD -SILL IAMB Embedment Edge Diet. So Wood ELCO ULTRACON 1/4" 1/4' 1 1/4' 1' .55 SG BUILDEX 1/4" 1/4' 1 1/4' 1" .55 SG S.M.S. (Into 2X) /12 112 1 114' 1" .55 5G 1j4" ORILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 K51 MIN.) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PANTED) #10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/41 INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) (3/161 INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 08. 20113 cf) -71 .-i -3 Q'1 0 0 5n 7/) C7 Eh z T/) D z D O N CI CJ Tn rd O U as A rn 6 i 1 O i O 0 1 8 8 Uf 2 s 8 a 2 E 8 3 g .ti 1a�� 1 1 z O 1 t%%%WT III 1T' !P; 0 j =o •Q i 11491— t, 'TILT''" r4'�.'�1 •......:•• • a ,II/I 1%%N%%. • • . ••• . . . .•• • .• • • • • .. .. . • • . •. •• •• • • • • • . •. • ... . • . •• . . • . • . .•. . . . . ••• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING I 1/4" SHIM MAX. • • • • • • • 1/4" SHIM 1 3/4'_ YM. EMBED. D.L. OPG. 1/4'— (MM. EMBED.) .L OPG. 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. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4" SHIM SCREENS OPTIONAL OEXTERIOR 4D/2T — OXXO DOOR WIDTH D.L. OPG. PANEL WIDTH PANEL WIDTH 1/4" SHIM D.L.0 D.L. OPG. IBY WOOD BUCK CO 03 m • PRODUCT REVISED moo lylnG with the Florida -- - . • Build : Coda A %'a • —. lGt ado Product Contro 1BY WOOD BUCK h4 a ciD O GLASS DOOR 1 Pea. umber: L9200-1201 1 1 A. Revises NOA 12-0127.24 & 12-0127.06 F2 1a' 9 4 1 (MIN. 06860.3 SCREENPT1ONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG PANEL WIDTH • 3D/2T — OXO DOOR WIDTH Ft 3/4, 616. 66800.) • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • •• • • •• ••• • • • • • • • •• •• • • • • • • • ••• • • • • ••• i 1 � t I ® 1 .1 POCKET WALL SEE NOTE /3. (TYP.) XX or XX -RP or LP -XX or RP -XX -LP I I 14 I 1 'Y 1 XXX or RP -XXX or LP -XXX XXXX ;4 4 0• o- a• 1/ . wet a• .0 .0 POCKET WALL SEE NOTE 13. (TYP.) 1 \z.x O 4 4-i L t i or RP-XXXX-LP <1- 0 - or RP-XXXX or LP-XXXX APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VI 77 3/16" HEAT STREN'D GLASS .090 PVB Interloyer Soften CP-Solleo & Sone■ HP by: SOLUTIA, Inc. or DuPont Butocite by: E.I. a w DuPont DeNemoura & Co. Inc. 1 3/16" HEAT SIREN'D GLASS Z 01 SILICONE 3 01 DOW CORNING 899 m 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET •.& NOT -POCKET .-. MAX. •WI•DTH• 191 1/4" •• 4,'•MAX•TY• • • • • • • CLUSTER OF 43 / • . • •• •• •• •• 4 ANCHORS • RT IfEA�/SILL •• •• • • • • • AT STILE ENDS A3 • • •• • •• 3' •• ( •• •• • • • ••• ••• • 6" MAX. TYP. 6"-"' "1 `HEAD/SILL CORNERS %/ 4 .1 1 I T 1 ' i'6 to X• Id T 0. 'o 1 0 O •• • • • • X B3 I I 48 3/4" MAX. PANEL WIDTH 1 T II • • •• ••• • • • • • • • • • • • •/ • • • • /• • ••• // 7/16" OVERALL LAM. GLASS X •• I I 1 1 43 1/2" MAX. PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4" BULB VINYL 17 3/16" HEAT STREWS) GLASS 090 PVB INTERLAYER Dupont 8utocite or (•j DuPont-SentryGtasa by: E.I. DuPont DeNemoura & Co., Inc. 3/16" HEAT STREN'D GLASS SIUCONE DOW CORNING 899 . GLASS TYPE 'A. GLASS TYPE 'B' GLAZING DETAILS D.L. OPG. STEEL REINFORCING AS REOD. X E2 /% // // POCKET WAIL. SEE NOTE #3. (TYP.) ; 4 , I I 49 1/8" MAX. PANEL WIDTH 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT f- f/NOTES. 1) REFER TO SHEETS 9. 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES 115 & 16 AT SHEET 1 OF 14. X DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. (•) 2dr/3dr DOORS MEET +76.7 & -78.0 OP w/ "Dupont 0.090" SGP Laminate LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED of complying with the Florida 90941ng Code 4.4. A. ". nnw No n4 a 10 m10 M � N G � O m 1.6 it oz N tu X 43 3 0- cip a 1 0 0 1 1 1 1 1 0 A • 0 11 8 6 0 iA 10 8 s • 2 0 8 yo • 2 .r•f . 8�Z� ���. 1t1 ¢lTr ovo INnl�ade Roduct Cmnro 8 1 k�3 8 j5j5((� +C~ 4 1 DP CAPACITY - PSP (2 1/4" SILL) -DP CAPACITY - PSP (3" SILL) NOMINAL DOOR WIDTH FT./IN. SIZES HEIGHT FT./1N. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (209) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2012) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 (4) 68.0 (4) 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 12/0 (3012) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0(") )68.0 ( )68.0 16/0 (40R) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (•) 2dr/3dr DOORS MEET +76.7 & -78.0 OP w/ "Dupont 0.090" SGP Laminate LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED of complying with the Florida 90941ng Code 4.4. A. ". nnw No n4 a 10 m10 M � N G � O m 1.6 it oz N tu X 43 3 0- cip a 1 0 0 1 1 1 1 1 0 A • 0 11 8 6 0 iA 10 8 s • 2 0 8 yo • 2 .r•f . 8�Z� ���. 1t1 ¢lTr ovo INnl�ade Roduct Cmnro 8 1 k�3 8 j5j5((� +C~ 4 1 • .••. • • • ••• •• •• . • •• • •• .• • •• • • • •• • ••• • • . • • • • ••• • • •• • • •• •• • • • • • • ••• • • • • ••• 1" Min. Edge Dist. 3//4" _.. (8IN. EMBED. ,44 :y •4.. 1/4' TAPCON or APPROVED EQUAL BY EOR W/ 1 3/4' MIN. EMBED. INTO 3.2 KsI Conc. Q 6" FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 13.1 1 3/4" (MIN. EM8(0.) • FRAME HEIGHT < 96' ) PERIMETE CAULKING • O • • { tl 11 �c•0,a�� 0 r1 JI 1 11 1 /4" MAX. 0 14;1 Rj1 : :s 45,1�� . ;�? I GAP WOOD BUCK • • • • • • • • • • ,•. 1 • 0 CLEAR SILICONE BEDDING COMPOUND oiD 7/16' -LAMINATED GLASS TYPICAL ANCHORS IN PAIRS SEE &I.EV. FOR SPACING • • • •• •• • • . •. •Q • • �. All . •. 'a- H r.••- .:IT.. •.,: f• • • • • • ••• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2BY Wood Buck Substrate Wood Structure w/ (SG) Specific Gravity.. .55 min. (TYP.) • • • 114 (MIN. 1/EMBED NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO. SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. 15 w CTE J W CA t+.1 1/6" 1/B" SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL 0 Lai U Fe. K PRODUCT REVISED as camptyiug with 1118 Florida Bonding Code Accg208cy No N MLePtcddct ,r® it "I. 1 3/4" (.IN. (ABED:) CD TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING r- 5 Dtr 0 1/4" TAPCON or APPROVED EQUAL BY EDR__TYPICAL ANCHORS V/ 1 3/4' MIN. EMBED, INTO 3.2 Ks! Canc. 14 6' ,/� 2 PER CUP FROM CORNERS 6 SEE ELEVATION AT SNEET 8 OF 14 FOR MAX. SPACING. L TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE • METAL S11(UC1'URE ATTACHMENT DETAIL4 I.YIE: 1. ALL STEEL IN CONTACT WITH ALUM. TO 8E PAINTED OR PLATED. 2. STRUCTURES: TYPICAL ANCHORS IN PAIRS A STEEL- . FOR SPACING ) Fy • 36 K51 611. ELEV (STEEL 12 GA. MIN. THICK - 0.105") B) ALUMINUM :8063 -TS MIN, (ALUM. 0.078" MIN. THICK) 611111 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min.) ANCHOR OPTIONS HEM -SILL JAMB Embedment Edge DIAL Concrete ELCO ULTRACON 1/4" 1/4" 1 3/4" 1" 2.85 Ksi BUILDEX 1/4" - 1 3/4" 4" 3.2 Kai 8010E2 - 3/16' 1 3/4' 3" 3.2 KM ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS REM -SHL JAMB Embedment Edge DIAL E: Wood ELCO ULTRACON 1/4" 1/4" 1 1/4" 1" .55 SG BUILDEX 1/4" 1/4" 1 1/4" 1' ,55 SG 5.M.S. (into 25) #12 /12 1 1/4" 1' .55 5G • •; r" (5 INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 410 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DIST .YT (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (RW BUILDEX) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS* FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. MAUI-DADE COUNTY APPR'D MULUON SEE SEPARATE NOA ci) SLIDING GLASS DOOR it A. • N 0 0 O 1 1 1 1 OA 12-0127.24 & 12-0127.06 Ire 1 14 3 N 3 E E N 8 3 ai 9 5 h O 10 1 • • •• • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• •• • ••• • •• •• • • ••• WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS CLEAR SILICONE ADHESIVE BEDDING COMPOUND • • • • • ••• • • • • • • •.i/4'' • • • • • • • • RIAX. • •. • • • • • • • • • • • • • • • • 1. . • • •• ••• ••• 7/l6'-H.S.. LAMINATED GLASS CLEAR SBIIGON9ADIIESIV131 • • • BEDDING COMPOt4D 812 X 2' F.H./PHI.-S.M.S. V/ 1 1/4' MIN. EMBED, INTO 25 2 STEEL BARS REDO. ON P.T. WOOD BUCK (SEE SHEET 89 SIZES AS OSTEO IN DP FOR FASTENER NOTES AND CHART W/ PRESSURES ELEVATION AT SHEET 8 8 FOR SHOWN ON SHEET 8 OF 14 FOR FASTENER SPACING ) SCREEN DOOR PANEL (OPTIONAL) SCREEN DOOR PANEL (OPTIONAL) EXTERIOR DOOR WIDTH (142 1/2') 1 3/4' MIN. EMBED) WOOD BUCKS NOT BY LAVSON IND. MUST SUSTAIN IMPOSED LOADS 3D/3T — XXX EXTERIOR GRADE PERIMETER CAULKING STEEL 8AR REOD. ON SIZES AS L 5TED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 (MIN. BRED.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 4 . FOR MAX. ANCHOR SPACINGS. 7/16'-H,S., LAMINATED GLASS CLEAR SILICONE ADHESIVE BED131NG COMPOUND 1/4" GAP MAX. ,„41,,,x,„„ ,,,,,,,,M% 4 • Nit X 2' F.H./PHI—S.M.S. V/ 1 1/4' MIN. EMBED. INTO 2X P.T. WOOD BUCK (SEE SHEET 119 FOR FASTENER NOTES AND ELEVATION AT SHEET N 8 FOR FOR FASTENER SPACING ) SGD-9200 ALUMINUM SLIDING GLASS 1 0 O (9 N i 1 1 ,uruna:uunr. nruvu r•I) P411E rti ic! a 8 2 a EL 8 2 K a 1 FI 1 y.. PRODUCTRBVISDD 08 uco,lmdiuBplyhlB d • with tho Flou .d; — . T1h4yy ,.,� ....1Gunl , cub Product Couvo 88 02 201. SCREEN DOOR PANEL (OPTIONAL) EXTERIOR 3/4' (WN. EM8E0.) • DOOR WIDTH (96') EXTERIOR GRADE—' PERIMETER CAULKING 2D/2T — XX (MIH. EM8E0.) • • • •. •. • • • . • • • • . • • • • .•• •• • •• •• • • •• •. • • •• ••. •• • • • •• • • . • • ••• DOOR BUCK Id1D1H CV 3/4') 1/4" MAX. SHIM Ai • • • • • • •• .• • • • • • • • • • • • • • . • • . • • • • • • • • • • . • • • • • • • • • • • 812 X 1 3/4' F.H./PHI. SMS V/ 1 1/4' MIN. EMBED. INTO 2X P.T. WOOD BUCK < SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14 ) 1/4' TAPCON or APPROVED EQUAL BY EOR • • • • • • • • • • • • V/ 1 3/4' MIN, EMBED. INTO 3.2 Kol Conc. • • NSE;• • • • • • 6' FROM CORNERS 6 SEE ELEVATION AT CLEAR SILICONE ADHESIVE • S ELIBARJ REED. RS • • • SHEET 8 OF 14 FOR MAX. SPACING. BEDDING COMPOUND •• UGTEOSIN SP OPORT - • PRES9SRE' SHAMPAN ONN 1 • • • MEET 8. OF t•• ••• •• O T O -IIP CEEAR S L1CONE-ADRESIVE"' BEDDING COMPOUND I 1/4_ MW. EMBED: Vs- FOR POCKET WALLS SEE GENERAL NOTES 115 h 16 AT SHEET 1 OF 14. ' 1 . I. I (EDGE DIST.) Rtl I 3/4 {MIN. EMBED. EXTERIOR GRADE PERIMETER CAULKING SCREENS OPTIONAL EXTERIOR TEST DOOR WIDTH (190 2/8') TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4" MAX. 4D/3T — XXXXP POCKET DEPTH NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 16 0 10000.Y.1 METAL STRUCTURE METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. PRODUCT REVISED as complying with the Florida Owldlog Code A SCREEN DOOR PANEL Dy (OPTIONAL) Miami Date Product Control $ oZ c/) 1 0 CO I 0 O 1 1 & to include Muni—slide door panels w/ or O E 8 2 E 8 2 8 Q i$ z 1 z x 1 • •••• • • .. •• • • •• • .• • • • . . •• •• •• •. • • • . •. •... •. • . •• •. • •. • . ... . •• • • .. • • • • • .. • SGD-9200 DILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4" MIN. • • • • • • EMBED. )1 N.W. 90 ST. DLEY. FLORIDA 33166 No. (305) 696-8660 )OAS AND CLASS DOORS LASS DOOR (L.M.I.) ALLATION DETADS ITEM # PART # QTY. DESCRIPTION REMARKS • • • • •• •• NOTE' • • • • • • b FOR ANCHOR TYPES SEE • • • • •NOTES AT SHEETS 3, 6, & 9. • • • • •2. FOR POCKET WALLS SEE GENERAL IIQTEIZIUti • • • •NOTES �J15 & 16 AT SHEET 1 OF 14. ;', 1 L-9211 1 2 TRACK FRAME HEAD • • • • 6063-T6 ALUMINUM • • • 1,2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) • • • 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 TYPICAL ANCHORS AT 8' 0.C. SEE ELEV. 11 INTERIOR o ti 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM • • • • • • • • • • • . • FOR SPACING • �• • 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063 -TS ALUMINUM • • 6 L-9201 1 PANEL LOCK STILE 6063-16 ALUMINUM • • • •• • �' • i �"�RG'` �' 0 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM • • • • • • • • • • • rr y �Jt �.w. A ® m a N 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM ti I _4(g — r Un 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM --' 1 :- u. a 0 / :e 0 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-15 ALUMINUM ► •�`� w o // '„ rn 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 4 °1 (/] 2 . ® 9 c9 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM t ' w ®')� j.. .. STEEL BAR REQ.. L ON t .'�� 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM EXTERIOR r " e " '' BAR W/ bop, a SIZES IYPICAL ANCHORS `� 0 ABOVE 1E . It JR OF QUALE '.,• ..,q 8 14 PWS 016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB #QDG757DK 1/4" MAX. AT 8" O.C. SEE ELEV. FOR SPACING H ctl r v CI) • $ 15 PWS -009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x,310' (7830-6001-1) 16 PWS 003 AS REQ'D. TIN SEAL WEATHERSTRIP .187'x210' (7820-6001-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' 0.0.SHIM 1 3/418 1 Q0. O L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' EMBED.IN N o 19 HC -046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BUT. RAIL EXTERIOR POCKET DOOR HOOK ATTACHMENT DETAILS " �r - g IrAi 0) u) 20 FS -003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR -008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS -042 AS REGD. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. 1 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-15 ALUMINUM Flexible Vinyl IFPVCI Composition- Team Plastic.. Inc. H. FPVC Mack CompeundNo.72OLL75 . > include YuIu—Slide door ponels w/ or pockets and to comp w 2010 FBC 'wised to com•I w/ 2014 FBC N. ERAZO u... 09/25/12 24 FS -011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. PHYSICAL ASTM NO. D¢ometerHardren'A', l0 see 75 13-2240 Specific Gravity 1.45 6792 TensileStrtugt,PSI 1640 13438 thku@100%ElA 6500 4478 Modulus ®1005: El wooden, PS[ 765.0 13478 N 1' V el N 23 23 ; F 25 AR -020 Y INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR -021 dt ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR -024 r INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 K5I) 28 HC -047 I MORTISE LOCK HARDWAREImpeu W/ HANDLES & KEEPER Hsilticness, -31.0 13-746 •2. FPVC White: Compound No. 7267-76 •:-/ 0 29 x 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details PHYSICAL ASTM NO, Uaomeks Hardness IO s« 75 D-2240 Specific Gravity 1.45 6792 Tensile Strength, PSI 1640 D-6338 Ultimate Elonent ion % 325.0 13438 Modulus ®100%Elegatim, PSI 765.0 0-635 Impact BrltknesA -300 6746 ' A 2 % gg 11 s-$ ttO�� z 30 L-9022 a« ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 1a NEUTRAL CURE SILICONE Schnee—Morehead 5731 33 DC -899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning899 rc d S • s m 34 " ■ x NEUTRAL CURE SILICONE Tremco Spectrem 2 PROD= REVISRD es complying wbktiic Florida - Building Cade ,aok Q Acce,tarcoNo 8. �� THOMAS 2. 80x03 PROFESSIONAL 1r FL %MV! '/As. •' aa+ ,4 i•'v4 asa41 ei.?, 'e,,,,, �••% .'•' •• '••>V/-. 0 0.4, to LLA•••"�.; is 4Zc4 7:t N * a /K: =� R .'1♦` O; -•. Z CC ) "' �'. ',,,C).•.„ �� 35 HC -045 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 SCREWS *8 X 1/2' P.H. PHILLIPS 38 FS -013 AS REQ'D. PANEL ASSEMBLY SCREWS *10 X l' P.M. PHILLIPS 39 FS -014 AS REGD. INSTALLATION SCREWS 012 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVCI/8'x1/8'x2'L. 41 • - SCREEN PANEL x „ o Da -r IG 204 g • a '�•. . • .'i.' * P- a, III 42 SM -5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 at • PERIMETER CAULKING OSI POLYSEAMSEAL Miami � Product Control 4 22 44 r 1 PRODUCT LABEL x • • ••• • • • •.• •• •• • • • • •• • • • • • •• •• •• 4' • • •• • • •• •.•• • •• • • •• •• • •• •• •• • •• •• • •• .•• ••. • -y 1.000 I • • • • • • a tt • i • ,/ • •% • • i •� • ���V Ir I • • • •e i • • • • • • • ��' • • • • • •••• _� • • • • • V / t PANEL TOP j CORNER ./ / LN Q A 6501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 WNW WINDOWS AND CLASS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) EXTRUSION DETAILS & FRAME AND PANEL CORNER ASSEMBLY DETAILS t I o ce o 02 ^a 3.625 062 3.500 .062 376 1.218 1.000A I -1.594--I FRAME HEAD 750 _� 062 1.000 L TWO TRACK AT SHEETS li HEAD 8, & 9. MULTI -SLIDE 1.594 FRAME HEAD0 1.500 _1 0 .687 FRAME JAMB .0621 .09°T�r 1.750 2.250 4 . 1687 094 FRAME TOP CORNER � � `,. TWO TRACK FRAME ...- i 1// l/`/'� 1111,.....7. r> / , III l © •1 / 1 i 1.132 .062mil 590 559 I. _1 O INTERIOR 1.619 INTERLOCK 150 0 54 4FIRAME SILL .890 .150 1.619-- 390 .062 1.241 2.000 2.039 1.590 �' I I 062 d� 1.132 / ��§o PANEL BOTTOM CORNER H : & to include Multi—Slide door panels w/ or w/o pockets and to comply w/ 2010 FBC B. Revised to comply w/ 2014 FSC H $ v ' Is..i. Jl0621 $90 O PANEL TOP RAIL PANEL 1.197 BOTTOM :798 RAIL .094-I- EXTERIOR •1.687 INTERLOCK O A, 1 1 FRAME BOTTOM CORNER 37 d 1; z z 1 2.686 .844 - - -2.2 D9480� 180 r t .8i 8 1.044 .062 1.710 I i 1.617 A �� 1 FRODUCTRBVISED as complying with the Florida Buildlog Code .4 �+ A AaclnmcoNo �Y�,e,�iL. Mimi.adoProductConho `���O' y "gig'st.?. o Ole d# a ,,``.... +Aet............................�,.... . ` •v `� •• • o 3: a o o..^ e„ ixa-,n °'.',❑ ut it ,2= r •,� O� o O- ,-, '��� ' p , 1_- � ,, ` tltt.� GLASS 616 to STOP 1.842 LOCK STILE © ASTRAGAL 1.655 STILE O9 .531 ■ .580 r 1 t .524 .875 3.000 1 r- I . .07031 I-1.250 FIXED PANEL 23 CLIP r .125 1.142 ASTRAGAL. RETAINER �O 124 SILL RISER • • .••• • • • ••• .. •• • • •• • •• •• • • • • •. •• •• •• •• • . • •• • • • •••• • • •• • • •. •. • •• •• •• • •. ••. • • •. • • ••• 11 FRAME HEAD .090- 5.748 FRAME SILL ° 2.250 .500 1.250 2s INTERLOCK REINFORCING .5001_1 026 O ASTRAGAL REINFORCING [500 .953 2.094 .078 I 31 Pocket 'P" Hook .37517.,r- 1.250 375 �� 1.250 G� 27 INTERLOCK REINFORCING [.527 .100 ( .670 21 "C" CLIP • • • • •• • •• • •• • •• • • • • • • • • • • • _ • • • • • ••• FRAME TOP CORNER THREE TRACK FRAME FRAME BOTTOM CORNER •• • • • • •• • • • • • ••• •• • • • • • • • • ••• • ••• •• • • •• • • • • • ••• •• PRODUCT REVISED as complying with the Florida Building Code ii/L,_. °/08.02- A"`r0 No ji��ff 312018 Miami ' ado Product Comm to 0 10 w M •M 10 � ire 001 0 N 3 O> o S 6f3 Z C Z I fl W S M a 1 'ermir`°I""'T L9200-1201 1 1 & to include Multi—Slide door panels w/ or U E 8 8 1 1 0 DATE: APR t 5 2415 u