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WS-15-2661 Inspection Worksheet R Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253138 PermitNumber: WS-10-15-2661 Scheduled Inspection Date: February 25, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:289 NW 92 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010331140 Project: <NONE> Contractor: ALPHATECH DEVELOPMENT CORPORATION Phone: (305)216-9161 Building Department Comments REMOVE& REPLACE 8 WINDOWS AND 2 DOORS WITH Infractio Passed Comments IMPACT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-253018. CREATED AS REINSPECTION FOR INSP-246051. No permit on site Letter supplied does not address attachment of 2 X as structural Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 24,2016 For Inspections please call: (305)762-4949 Page 12 of 29 r 7C c,,i. PE 66341 949 SW 122 AVE, MIAMI, FLORIDA 33184 786-715-7125 INFIELD REPORT December 9,2015 (p City of Miami Shores Building and Zoning Department Re: "As Built" (After the fact) Existing Windows installation for: JORGE PINA 289 NW 92 ST, MIAMI SHORES,FL 33150 Dear Building official: Pursuant to the authorization of MR. JORGE PINA, the owner, by myself, conducted an inspection at the above referenced site to verify the structure and its components in order to determine its compliance with the requirements of the " Florida Building Code 2014", . The date when the job was done"November 2015" and I hereby attest that,the installation satisfies the requirements of the code in effect on this date . My statement is based on the following detailed,methodology procedure: Inspections and Methodology: a-)All Windows for whole house:(visual inspection) existing Horizontal Roller and casement windows in aluminum frame typ. 'with tap cons @ 8"maximum from corners and 6"o/c maximum all around. The tapcons V4"x2 3/4"had a minimum embedment of 1'/4". There is a 2"x4"p.t. wood buck all around the opening. (Open and Verified). If I Could be of any further assistance to you,please feel free to contact me. v MILIAN OROZ P.E. 66341 Dale CERTIFICATE OF LIABILITY INSURANCE 1162016 Producer. Plymouth Insurance Agency This cite is Issued as a matter of information only and confers no 2739 U.S.Highway 19 N. rhjhts upon the Cerafiete Holder.This certificate does not amend,extend Holiday,FL 34691 or alter the covetmye afforded by the policies below. (727)938-5562 Insurers Affordmg Coverage NAIL# insured: South East Personnel Leasing, Inc.&Subsidiaries insurer A: Lion Insurance Company 11075 2739 U.S.Highway 19 N. Insurer B. Holiday, FL 34691 Insurerc: Insurer D: insurer E Coverages The Policies of insurance listed below hove been issued to the Insured named above forthe Percy Period Indicated. Notwithshinding any requirement term or condition of arty contract or other document with respect to which this certificate Tway be issued or may perish the insurance afforded by the policies described herein is subject to all the term exclusions,and conditions of such policies.Aggregate limits shown may have been reduce by paid cdebns. INSR ADDL Policy li fedive Policy F�cpiration Limits Lm INSRD Type of Insurance Policy Plumber Date Date (MM/DD/YY) (MM/DD/YY) ENERAL LIABILITY t�Occurrence Commercial General Liability Damage m ranters premises IEA Claims Made 0 Occur occurrence) $ Med Ergr Personal Adv Injury General aggregate limit applies per. General Aggregate policy ❑Projaot ❑ Loc Products-CompfOp Agg AUTOMOBILE LIABILITY Combined single Unit (EA Accident) Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Khad Autos Bodfiy mnay Norravmed Autos (Per Accident) Property Damage (Per Accideat) EXCESS/UMBREUA UABIUTY Each Occurfence Otctur Claims 6Aade Aggregate Deductible A Workers Compensation and CLIC 71949 01/01/2016 01/01/2017 X we Slaw- OTH Employers'Liability lory Limits ER Any propttetorlpannedexecutive officer/member E.L.Each Accident $1.0D0.0o0 excluded? No E.L Disease-Ea Employee $1.000.000 If Yes,describe under spatial provisions below. E.L.Disease-Policy Limits $1.000.000 Otter Lion Dmrance Company is A.M.Best compagy companycrated A- Excefta). AMB#12616 Descriptions of Opemtlons/LocadonsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92..68-256 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subtaries that are leased to tate following"went Company": Alphabech Developulent Corp. Coverage only applies to injures incurred by South East Personnel Leasing,Irx:.&Subsidiaries active empioyee(s),while working in:R- Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active empioyee(s)leased to the client Company can he obtained by farting a request to(727)937-2138 or by calling(727)938-5567- Project Rattle: ISSUE 01406-16(AF) Date z v a CERTIFICATE HOLDER CANCELLATION Should any of the above described poticim be ci m celled before the evbahonn data themofthe issuing Village of Miami Shores,Building Department it urerwwendeavortomail30 dayswritten notice tothe certi8cale holder named tothe W&but failure to 10050 NE 2nd Avenue do so stall bmpoe no obligation or tiabmty of arry*dem won the Insurer.Its agents or representatives, Miami Shores,Florida � �� — Feb 151610:34p Delta Insurance Und. Inc. r_ 3052691108 p.1 a \cc 7 1 S— 2`�' `�' '`� 1(11111=111r" � ©� CERTIFICATE OF LIABILITY INSURANCE DA D2115/2016 THIS CERTIFICATE IS ISSUED ABA MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEN.THIS CER'T'IFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTEA CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions ofthe pollcy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT LUIS DE LALLERA DELTA INSURANCE UNDERWRITERS,INC. PHO305-269_1107 w.No):305-269-1108 ac No Est 777 N.W.72nd AVENUE,SUITE 3133 DELTAINSUND(�ii40L.COM MIAMI,FLORIDA 33126 INSURERS)AFFORDING COVERAGE NAIL># NISURERA: ARCH SPECIALTY INSURANCE COMPANY 21199 INSURED INSURER B: ALPHATECH DEVELOPMENT CORP. INSURER C. 6481 SW 20th TERRACE INSURER D: MIAMI,FLORIDA 33155 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAYPERTAIN.THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSLrR R TYPE OF INSURANCE pVSR YMVC POLICY NUMBER MMID MMIODuYYYY U114TS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. COMMERCIAL GENERAL LIABI UTY A PREMISES Ea oxaurence $ 100,000. CLNMS-NIADE �OCCUR MID EXP(Any one person) $ 10,000. A AGL003173300 1112512DIS 11/25/2016 PERSONAL&ADV INJURY $ 11000,000. GENERALAGGREGATE $ 2,000,000. GENLAGGREGATE UNTAPPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000. 71 POLICY EC?J- LOC Deductible per Claimant $ 2,500. AUTOMOBILE LIABILITY C acciNenl) S ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per persan) $ AUTOS AUTOS BODILY INJURY(Peraccidmi) $ HIREDAUTOS NON-OWNED POa�dTMeni $ $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR OLAIMS-MADE AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN I TORY LIMITS I I ER ANY PROPRIETOR/PARTNERIEXECUTIVE a OFFICER/MEMBEREXCLUDED7 NIA El EACHACCIDENT S (Mandatory in NH) Lf desWbe under EL LHSEASE-EA EMPLOYEE $ DESCRIPTION OF OPER-ATIONS below E.i..DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remads Schedule,If more space is required) GENERAL CONTRACTOR LICENSE NUMBER:CGC1508713.ROOFING CONTRACTOR LICENSE NUMBER:CCC1327806. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES I BUILDING DEPT. THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 PH 305 795 2204 FAX 305 7568972 AUTHORIZED REPRESENTATIVE LUIS DE LA LLERA ACORD 26 201010 Cis 1988-2010 ACORD CORPORATION. I rtghfs reserved. ( $) The ACORD name and Logo are registered marks of ACORD mss*}°mss i, Miami Shores Village Permit Typs:Windo"Shutters 10050 N.E.2nd Avenue NW WindowtDoor Rept cem Miami Shores,FL 33138-0000 er ` M° oma Phone: (305)795-2204 Perm l5t APPRWED 40R11t1A Issu+�a .'I91�!01 Expiration: 05/02/2016 Project Address Parcel Number Applicant 289 NW 92 Street 1131010331140 BANK OF NEW YORK MELLON Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell BANK OF NEW YORK MELLON 1450 BRICKELL Avenue MIAMI FL 33131- 1450 BRICKELL Avenue MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 ALPHATECH DEVELOPMENT CORPO (305)216-9161 Total Sq Feet: 00 i _. . - Type of Work:REMOVE&REPLACE 8 WINDOWS AND 2 DO Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-10-15-57479 $3.00 DCA Fee $3.00 11/04/2015 Check#:3189 $306.00 $0.00 Education Surcharge $1.00 Permit Fee $200.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $306.00 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 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. Futhermore,I authorize the above-na a contractor,to d l rk stated. e: November 04, 2015 Authorized Signature:Owner / Applicant / ontractor / Agent V Date Building Department Copy November 04,2015 1 Miami Shores Village Building Department Oct 2'° °15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20) BUILDING Master Permit No& PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 20 Q .A _ Q 41 R1.4µ '!��OfXc. 33 )S0 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: y�`t6Construccttio-np Type: Flood Zone: BFE: FOFE: OWNER:Name(Fee Simple Titleholder): 1144` Of�►O*KLIC1 ftUAA Phone#: :30.6 a,g� Address: 44--Z5 <l oriGV, pS L.w?4 +' �rA , Ste*'• City: State: - Zip: 33l 'C•�o Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: f�► c N �" T r"�' Phone#: Address:'' 11 GA&3( -sW City: M(A PA I State: Zip: -:�a f SS Qualifier Name: J A V t Wz A E-Ak Phone#: State Certification or Registration#: GCC (50 8-7 i3 Certificate of Competency#: DESIGNER:Architect/Engineer: f-"QA&10 820_?PCo Phone#: -7Slo Address: q.4 61 s'W. 122 AVpnu.E City: M 0"M ( State: ft- zip: S-3194 Value of Work for this Permit:$ MC) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2&AoYg 8' f+ V'� i�s W 1 ndo w S Jl Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) 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 value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochu a will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of comme ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 1 he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatthre Pich�rd® Signature OWNER or AGENT CTOR The 1foo�rregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 SS:: by , day of if_7i't" ,20 by �OlQ1 FIGh(AYCLO ,who is personally known to VJQI— Hozeg who is personally known to me or who has produced as me or who has produced f'—P2-11 ® as identification and who 'd take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign f�� Sign: Milagros Garcia Print: tint: Seal: MILAGROS GARCIA Seal Notary Public State of Florida +t'��0� Notary Public State of Florida My Comm.Expires Jan 9,2017 Joanna M Feliciano ;,r ' �D My Commission FF 082753 4,f OFF, , Commission#EE 863633 ;� hadP Ex i * 'JZgVJ3( * * ** *************** $ c APPROVED BY G� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) *VM STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MEZA, JAVIER ANTONIO ALPHATECH DEVELOPMENT CORPORATION 6481 SW 20 TERRACE MIAMI FL 33155 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and 0101 Professional Regulation. Our professionals and businesses rangeSTATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida s economy strong. PROFESSIONAL REGULATION ,�., Every day we work to improve the way we do business in order to CGC1508713 ISSUED: 08/18/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe MEZA,JAVIER ANTONIO to department newsletters and learn more about the Department's ALPHATECH DEVELOPMENT CORPORATION 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, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L140818CM1582 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION na CONSTRUCTION INDUSTRY LICENSING BOARD CGC1508713J The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 p' o MEZA, JAVIER ANTONIO . ALPHATECH DEVELOPMENT CORPORATION 'y 6481 SW 20 TERRACE MIAMI FL 33155 ■ ISSUED: 08/18/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408180001582 W1927 Local Business Tax Receipt Miami-Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY LBT 5537593 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ALPHATECH DEVELOPMENT CORP RENEWAL SEPTEMBER 30, 2016 6481 SW 20 TERR 5778023 Must be displayed at place of business WEST MIAMI FL 33155 Pursuant to County Code Chapter 8A—Art.9&10 SEC.TYPE OF BUSINESS PAYMENT RECEIVED OWNER 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR ALPHATECH DEVELOPMENT CORP CGC1508713 $45.00 08/06/2015 Worker(s) 1 CHECK21-15-112338 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 88-276. For more information,visit www.miamideda.goy/texcAll miamidede_eev/texcoll0ctor � DATE(f.70.7/DD/YYYY) � CERTIFICATE OF LIABILITY INSURANCE I_THIS GIERTIFICATE 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 certfhcate 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 CONTACT MIRIgy MESA _ First Insurance Group -NAME:PHONE — - -(AIC.No.Exf):1305)221 7878 -_--- �plior.__(305)5547090 10967 SW 40 St E-MAIL —--- ---- -ADDRESS: miriammesa@aol.com — -- — �. Miami,FL 33165 -- --- -;-- ---- INSURER@LAFFORDING_COVERAGE NAIC# Phone (305)221-7878 Fax 305 5547090 -- —_ -- - -------_S�_—__—_ _- _� INSURER A: WESTERN HERITAGE INSURANCE INSURED - ---- ------- ---- '_INSURER B: - - — ALPHATECH DEVELOPMENT CORPORATION -- --- INSURER C__ 1811 BIARRITZ DR. INSURER 0:_ MIAMI BEACH,FL 33141- (305)216-9161 INSURER E INSURER F: COVERAGES — —- — — CERTIFICATE NUMBER: -- "— -- - - — REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERMOR 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, _- — - REDUCED BY PAID CLAIMS. ---- - - -- .- INSEXCL -- ADDL'SUBR -- -- -- 'LTR_ TYPE OF INSURANCE11 _- POLICY EFF POLICY EXP____ USIONS AND —_ (MPA/__YYYJ. MtdUDD/YYYY LIMITS I GENERAL LIABILITY IONS OF SUCH POLICIES.LIMITS SHOWN MAY BEEN R+ fIlL - — - I I _ I i EACH OqCURRENCE _ S 1,0_00,000.00 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED - I -PREMISESE. 5 100,000.QO r' �_ CLAIMS-MADE u OCCUR i A BQ-00038339 I MED EXP(Any one person S 5,000.00 L _ 112116/2014 1 12116/2015 !-- - -- —'-- - --- I PERSONAL&ADV INJURY s 1,000,000.00 GENERAL AGGREGATE S 2,000,000.00 G�E1hfLAGGREGATE LIMB APPLIES PERS I PRODUCTS-COMP/OP AGG, S 2,000,000.00 L.-.J POLICY i.� PRO- LS LOC I - __ -.-- ---- -_ -- AUTOMOBILE LIABILITY --- - -- - -. COMBUdED SUJGLE LIMIT -- - i Ea accident ANY AUTO I i BODILY INJURY(Per person) 5--- -- -! ALL OWNED SCHEDULED - --- ..----.. _- .-----_.' AUAU TOS TOS BODILY INJURY(Per accident) 5 NON-OWNED HIRED AUTOS --- -- - C AUTOS ((PROPER e t�AMAGE_ LrRgcis (- UMBRELLA LIAB OCCUR - -•--- ---- --- --- --- -- -----' --��- _._ EACH OCCURRENCE S I EXCESS �ETENTI N SACLAIMS MADE AGGREGATE _DEDJ - 5 - S WORKERS COMPENSATION -- —- l=TrC STATU• ' AND EMPLOYERS'LIABILITY YIN I q,5._-ER _--_- ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERRJIFIUIBER EXCLUDED? �{NIA E L.EACH ACCIDENT(Mandatory - tyes.d In un) l J I I E,L.DISEASE•EA EMPLOYE; S If es,describe under � -- ___ -_ y r DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 5 -- I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORN 101,Additional Remarks Schedule,if more space is required) Alphatech Development Corporation State Certified General Contractor operations CGC#1508713 I CERTIFICATE HOLDER — CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLI IES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, OTICE ILL E DELIVERED IN Village of Miami Shores _ I ACCORDANCE WITH THE POLICY OVISIO S. - Building Department 10050 NE 2"d Ave _ Miami Shores,FL AUTHORIZED REPRESENTATIVE RALPH N RODRIGUEZ Q 1988-2010 ACORD O N. All rights reserved. ACORD 25(2010/03)QF The ACORD name and I o are registered marks of ACORD l or alter the coverage afforded by the policies below. Holiday, FL 34691 (727) 938-5562 Insurers Affording Coverage MAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries lmurerp` Lion Insurance Company 11075 ' 2739 U.S. Highway,19 N. Insurer B_ Holiday, FL 34691 Insurer C. Insurer D; Insurer E: Coverages The policies of insurance fisted below have been Issued to the insured named above for the policy period irufeated. 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 submit to all the terms,exclusions,and conditions of such policies.Aggregate limits shown may have been reduced by paid chins. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each occurrence $ Commercial General Liability Damage to rented premises(EA Claims Made [:) Occur om,rrence) g Med Exp Personal Adv Injury General aggregate limit applies per. Policy 0 Pro(ect ❑ LOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined single Un* (EA Accident) Any Auto Bodily Injury Ali Owned Autos (Per Person) Scheduled Autos Fitted Autos Bodey Injury Non Owned Autos (Per Accident) Properly Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each occurrence Oomr ®Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I WC Statu- OTH Employers'Liability to Limits ER Any proprtetorlpartner/executive officerimember E.L Each Accident sl.000,000 excluded? NO E.L.Disease-Ea Employee s�.aoo,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits 51.000.000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/LocationsIVehicles/Exclusions added by Endotsement(Special Provisions: Client ID: 92-68-256 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Alphatech Development Corp. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s,,while working in:FL Coverage does not apply to statutory employee(s)or independent conbactor(s)of the CSent Company or any other entity. A list of the active employee(s)leased to the Client Company lin be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 08-07-15(Pt) Begin Date 227 2014 CERTIFICATE HOLDER CANCELLATION Should any of the above described policies be cancelled More the expiration date thereof,the issuing VIIlegeofMiami Shores,Building Department insurer will endeavor to mail 30 days written notice to the certificate holder named tothe let but failure to 10050 NE 2nd Ave do so shall impose no obligation or liability of any tdnd upon the insurer,its agents or representatives. Miami Shores,FI 33138 . i�rriii rriir rim��rir iirii rrirr ii�ir rill rrri CFN 2r_#11R061?036 OR 8k 27823 Ps s 1302 - 1305: (09s) RECORDED 09/13/2011 12:28:46 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA DOCUMENT COVER PAGE DOCUMENT TITLE: POWER OF ATTORNEY (Warranty Deed, Mortgage,Affidavit, etc.) EXECUTED BY: THE BANK OF NEW YORK MELLON Seller and Purchaser Dated 09101/2011 POA NUMBER: 8306 TO: BAYVIEW LOAN SERVICING, LLC Brief Legal Description: (If Applicable) Book27823/Page1302 CFN#20110612036 Page 1 of 4 FORM OF LIMITED POWER OF ATTORNEY The Bank of New York Mellon (the "Owner") hereby appoints Bayview Loan Servicing, LLC ("Bayview"), as its true and lawful attorney-in-fact to act in the name,place and stead of the Owner for the limited purposes set forth below. This Limited Power of Attorney is given pursuant to a certain Servicing Agreement by and between the Owner and Bayview dated as of September 1, 2011, (the "Agreement")to which reference is made for the definition of all capitalized terms herein. Now therefore, the Owner does hereby constitute and appoint Bayview the true and lawful attorney-in-fact of the Owner and in the Owner's name, place and stead with respect to each Loan serviced by Bayview pursuant to the Agreement for the following,and only the following,purposes: 1. To execute, acknowledge, seal and deliver deed of trust/mortgage note endorsements, assignments of deed of trust/mortgage and other recorded documents, satisfactions/ releases/reconveyances of deed of trust/mortgage,tax authority notifications and declaration,deeds,bills of sale, and other instruments of sale, conveyance, and transfer, appropriately completed, with all ordinary or necessary endorsements, acknowledgments, affidavits, and supporting documents as may be necessary or appropriate to effect its execution,delivery,conveyance,recordation of filing. 2. To (i) prepare, execute and deliver, on behalf of the Owner, any and all financing statements,continuation statements and other documents or instruments necessary to maintain the lien on each Mortgaged Property and related collateral; and as specifically permitted in the Agreement, modifications, waivers, consents, amendments, discounted payoff agreements, forbearance agreements, cash management agreements or consents to or with respect to any documents contained in the related servicing file; and any and all instruments of satisfaction or cancellation, or of partial or full release or discharge,and all other instruments comparable to any of the types of instruments described in this clause (i), and (ii) institute and prosecute judicial and non judicial foreclosures, suits on promissory notes, indemnities, guaranties or other documents, actions for equitable and/or extraordinary relief(including, without limitation, actions for temporary restraining orders, injunctions, and appointment of receivers), suits for waste,fraud and any and all other tort,contractual and/or other claims of whatever nature,and to appear in and file on behalf of the Owner such pleadings or documents as may be necessary or advisable in any bankruptcy action,state or federal suit or any other action. 3. To transact business of any kind regarding the Loans as specifically permitted in the Agreement,and obtain an interest therein and/or building thereon,as the Owner's act and deed,to contact for, purchase, receive and take possession and evidence of title in and to the property and/or to secure payment of a promissory note or performance of any obligation or agreement. 4. To execute and deliver affidavits of debt,substitutions of trustee,substitutions of counsel, non-military affidavits, notices of rescission, foreclosure deeds, transfer tax affidavit, affidavits of merit, verification of complaint,notices to quit,bankruptcy declarations for the purpose of filing motions to lift stays and other documents or notice filings on behalf of the Owner in connection with foreclosure, bankruptcy and eviction actions. 5. To endorse and/or assign checks or negotiable instruments received by Bayview as a Monthly Payment- The Owner intends that this Limited Power of Attorney be coupled with an interest and irrevocable. Book27823/Page1303 CFN#20110612036 Page 2 of 4 The Owner further grants to its attomey-in-fact full authority to act in any manner both proper and necessary to exercise the foregoing powers,and ratifies every act that Bayview may lawfully perform in exercising those powers by virtue hereof. The Owner further grants to Bayview the limited power of substitution and revocation of another party for the purpose and only for the purpose of endorsing or assigning notes or security instruments in the Owner's name, and hereby ratifies and confirms all that the attomey-in-fact, or its substitute or substitutes,shall lawfully do or cause to be done by authority of this power of attorney and the rights and powers granted hereby. In addition to the indemnities set forth in the Agreement, Bayview shall indemnify, defend and hold harmless the Owner and its successors and assigns from and against any and all losses, costs, expenses(including,without limitation,actual attorneys' fees),damages,liabilities,demands or claims of any kind whatsoever, ("Claims") arising out of, related to, or in connection with (i) any act taken by Bayview(or its substitute or substitutes)pursuant to this Limited Power of Attorney,which act results in a Claim solely by virtue of the unlawful use of this Limited Power of Attorney(and not as a result of a Claim related to the underlying instrument with respect to which this Limited Power of Attorney has been used), or(ii) any use or misuse of this Limited Power of Attorney in any manner or by any person not expressly authorized hereby. IN WITNESS WHEREOF,the Owner has executed this Limited Power of Attorney this 2 day of September,2011. THE BANK OF NEW YORK MELLON Witnesses: By: Name: George Malanga Print Name: Jl,�y r X r LTitle: Executive Vice Presides AV Print Name: Da4V/9 'z&-� By: ' �C /s• Name:Michael Scaduto Print Name: /�/✓y� ,� 1-py Title: Managing Director Print Name: / "eX /4 FF Book27823/Page1304 CFN#20110612036 Page 3 of 4 OR SN. 27823 PG 1305 LAST PAGE STATE OF New York COUNTY OF New York On 9/1/11,before me, Laura Byerson, a notary public for an within the said county,personally appeared George Malanga,whose address is 28 Sentinel Drive,Basking Ridge,NJ 07920,and Michael Scaduto,whose address is 515 Elm CT.,Norwood,NJ 07648 personally known to me (or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledge to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s)or the entity upon behalf of which the person(s)acted,executed the instrument. WITNESS my hand and official seal B . - Notary Public My commission Exp es• 12-2-1 ry PuLdic,Ei..k C'f New%r!t No.UIby5it4378 Qualified in t4aw ibrk counjy Commission Expirss ?: /¢ Book27823/Page1305 CFN#20110612036 Page 4 of 4 r BAYVIEW LOAN SERVICING. LLC ASSISTANT SECRETARY'S CERTIFICATE I, Sonia Asencio, Assistant Secretary of Bayview Loan Servicing, LLC, a Delaware limited liability company (the "Company"), hereby certify that the following individuals listed on the attached Exhibit "A" may exercise in name, place and on behalf of the Company, any and all of the following limited acts: To execute real estate sales contracts and other related documents for the sale of residential and commercial REO and other real property owned by or in the possession of the Company; and (a) which transaction is in th a ordinary course of the business of the Company; and (b) which transaction is accomplished in accordance with the standards of the sale of residential or commercial real estate in the state and county where such property is located. IN WITNESS WHEREOF, this Assistant Secretary's Certificate has been executed and is effective as of December 1, 2014. STATE OF FLORIDA § COUNTY OF MIAMI-DADE § The foregoing instrument was acknowledged before me on December 1, 2014, by Sonia Asencio, Assistant Secretary of Bayview Loan Servicing, LLC, a Delaware limited liability company, on behalf of the company. She is personally known to me. �,Itno# ;q,�ra a�°, MILAGROS GARCIA ": 01 Notary Public-State of Florida 4QT* My Comm.Expires Jan 9,2017 ---- — '-' �� Commission#EE 863633 Notary Public, State of Florida BAYVIEW LOAN SERVICING, LLC 4425 Ponce de Leon Blvd., 51h Floor, Coral Gables, Florida 33146 ph. 305-646-4000+305-854-0754 fax BAYVIEW LOAN SERVICING, LLC EXHIBIT"A" BAYVIEW LOAN SERVICING, L LC Alicia Juergens Joel Goldman Beth Chelson John Alejos Brian Lee Julian Olivera Celia Viton-Garcia Julieth Salvatierra Daren Shienbaum Kathleen Sovic David Butz Kevin Jonas David Gabela Linda Conwell Doris Silva Luis Portal Mark Lago Elizabeth Fernandez Marvin Miller Elva Neumann Marques Prass Enrique Reyes Michael Brande Floyd Ambrose Milagros Garcia Francisco Rey Niccolo Gomez-Mena Gabriela Arellano-Perez Patrick Joyce Gene Shibata Rafael Pichardo Ja'Coby Stennett Ricardo Martinez Jack Komar Robbie Oppenheim Jason Torres Ross Aronovitz Jenaia Farah Sonia Asencio Jennifer Dardaganiani Tammi Thomas Jenny Roman Wilver Pena BAYVIEW LOAN SERVICING, LLC 4425 Ponce de Leon Blvd., 511' Floor, Coral Gables, Florida 33146 ph. 305-646-4000*305-854-0754 fax z ' MIAMI-DADE MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidadLgov/economy. Lawson Industries,Inc. 8501 NW 9011,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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 81-011 Ontswing Glazed AIuminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logbq,C16A state, series, and following statement: "Miami—Dade County Product Control Approve&,Apss oth L%�ije notes herein. ...... '....' ' ....:. RENEWAL of this NOA shall be considered after a renewal application has beer 00;000 RENEWAL there, "bee* no change in the applicable building code negatively affecting the performance ofll 9J* duct.;., TERMINATION of this NOA will occur after the expiration date or if there has �� revis on char p.:. p .11�3�.i} l pr ger.:..' in the materials, use, and/or manufacture of the product or process.Misuse of thisAQ.9 as a n'ed44Aement..... of any product, for sales,advertising or any other purposes shall automatically te»m+nate this NOA.Failure to comply with any section of this NOA shall be cause for termination and remove;of%4)A. :...:. 0000:0 ADVERTISEMENT: The NOA number preceded by the words Miami Dade -County,"Florida, ane.... followed by the expiration date may be displayed in advertising literature. If any pot tion of.tbe N;IOA 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.13-0328.11 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 Jaime D.Gascon,P.E. NOA No. 14-0908.07 MIAMI•DAWCOUNTY �- Y Expiration Date: June 05,2018 ,...,. 1 Approval Date: May 07,2015 y 3olt�' Pagel Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0202,03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09 2645, HETI-09 2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 :0 0 0:• . . . 0.0.00 4) Forced Entry Test, per FBC 24113.2.1 and0TVS'g02-9.0.0 ,• along with marked—up drawings and installation diagram of.alwninu&.00swing...:• French door, prepared by Hurricane Engineering & Testing, Im. ftst Reports No.'j•• • HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and ZMrT"44377;issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Dj j� Leda,P;.E.• 000600 0 o (Submitted under NOA No. 04-0607.04) 00• 0000 00 0000.. 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 :00:6: •• along with marked up drawings and installation diagram of alulninuiL Dttswing•"••• French door, prepared by Hurricane Engineering & Testing,:Tlp.,;Test %eporjs Nod•••• HETI-02—T095 and HETI-02—T090, issued on 01/13/03, both signed aAd.*aled by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 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,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI42-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS :...:. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerloo,pe.for•their • 111(uraray PVB Glass Interlayer",expiring on 12/11/16. ••�.•. •....• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameisi&yJnc.for their • "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. veeo, • •. • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chel iVAl Co4anj(MA) • for their"Saflex CP—Saflex and Saflex HP Composite Glas• ••la er •••• PET Core"dated 06/19/14, expiring on 12/11/18. ...... .• F. STATEMENTS 1. Statement letter of conformance. to, no financial interest and•compliar�q��th the • FBC 5th Edition(2014), dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10, signed by Ishaq Chanda,P.E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted tinder NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HET1 49-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HET144-1897, HETI44-1896A, HETI-04-1896B, HETI44-1377, HETI-02—T095, HETI42—T090, HETI-02-1253, IIETI42-17269 HETI42-1728, HETI42-1736, HETI-02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'--0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. ...... .... ...... .... . "V e ...... . .. ..... et 0 .. .. .... ...... . . . . ...... Jaime D.Gascon,711 E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 I 49 L2'Max IMt Vldth IMPACT FRENCH OUT-SMG DOOR BILL OF MATERIALS Sldellte - 11eme sneber apealvs $Witlg MM/ ORIPO PART/ RBQD. DBSCtlIPf10N RIOIAIZHB Pawl Vktth m eW Parol Width 1 L-901 LI[-098 I FRAME HEAD_ 6063-T6 ALUMINUM I C 33 13/16' rax. ) A ( 35 3/16' 1nax. 1 2 L-902 LII-097 1 FRAME SILL 6063-TG ALUMINUM 3 L-903 L11-090 2 FRAME JAMB 6063-T6 ALU14R M 5' S' gab• 'T 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINON S L-906 LII-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 618 SEE ALTERNATE 81117 py 6 L-907 LTI-091 1 x panel HINTS STILE 6063-T6 ALUMINUM OS NS AT / \ Max,SHEET DLO Wldt 7 L-909 1_11-094 1 x Panel LCCK STILE 6063-T6 ALUM" 8 L-909 LII-09S 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-TS ALUM" � 9 L-911 LII-095 AS RED% 1/4 ROUND ALUM.BEAD-7/16' 6063-T5 ALUMINUM +' e+,J. (�` /,, D E D /' C2 10 L-912 LI[-097 AS REO'D 1/4 ROUND ALIBI.BEAD-3B• 6063-TS ALUMINUM / It FD-624-2 L-9011 2 x parcel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM j% T Y A M N 13 PVS-OOT X AS RE1D.12 VWS TP 32N AS REGID. VTSP B TOP BOTT.RAILS b Vinyl Wtsp. slice,Inc Schlegel FSSee I.8771%X.210'h Conpositlon atSheet 6 a ` Active Inactive m= *� • 14 PWS-002 • AS REG vTS'P�a FRAME HEAD 6 JAMB Schlegel PB-.187'r,X.33o'h. y b X 10 al B dead batt �" ^s 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-TS ALUMINUM 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM Sidelite \ / x 1 17 F➢-631 LII-086 AS REQU. GLAZING ADAPTER 6063-T6 ALUMIMR4 m Fd I0 HC-001 SF-5802 2 x Panel DELTA FLUSI4 DULT (e TLD'6 BOTTOM IIF LOCK STILE) //%/ / t< 1'' a% //: \ 47/1¢' 19 FD-621-2 HC-024B2S 1 SET DIIID2 LOCK/DEAD BOLT SET KVIKSET-Series 6907 f9I80 _ n£ �/`j Side Lite 20 FD-621-e HC-024/025 1 SET DDDR LOCK/DEAD MILT SET SCHLAGE-Series F11=COMBO 7A ' 21 Fl-6el-2 HC-024/025 1 SET DDDR LOCK/DEAD BOLT SET DEFIANT-Series 631 COMMIT v '22 w FS-035 AS REWO, Frans Inst.tL Screw-Head (See Note°at shet 4 of 6) "ATw FS-035 AS REO'D France InsttL Screw-Janb/SRI (See Notes at sheet 4 of 6) ^^^ -- ^^-"'--- --- -'-- ---- 24 w FS-026 0 FRAME ASSEMBLY SCREW 612 X 3/4•PK-PHL 7 S 25 w FS-012 AS REO'D, JW ADAPTER SCREW 910 X 3/41 P.K-PHL .4 hIbV5' e6 FD-634 LII-171 AS REO'D. 1/4 ROUND ALUM.BEAD-11/16' 6063-TS ALUMINUM 6' 13 1 6' 27 ■ FS-043 a GLAZING ADAPT,ATTACH.SCREW 00 X 1 1/4'FK-PHL ANCHOR NOTES: S o.c 1/ 4 3/4 8 3/Y 4 4 1/2' 14 IB' 28 w FS-049 2/Ponel Double Rag Assenbty Screw 3/8•x2 1/4'Hex Screw 6 Nut I. SEE ELEVATION AT SHEET 1 OF 6 FOR <nt at'..., av�ua o�a ae o.c o 29 ■ ■ AS REG-D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 ANCHOR O.C.MAX. SPACING AND LOCATIONS. act)`w pnrle0 Inas' Ive pw1eU E= 2. SEE SHEET 4 OF 6 FOR INSTALLATION Esme analnr apaoln 30 ■ AS REQ'D. NEUTRAL CURE SILICUME Dow Corning 099 FASTENERS TYPES. "OXXO" EXTERIOR ELEVATION °t dame nese&°➢� 31 ■ w AS REO'D. NEUTRAL CURE SILICONE Tranco S-500 3. SOME ANCHOR SPACING® FRAME HEAD &SILL 32 x ■ AS REO'D. Laminated Glass see Pg.5 Dupont-Sentry Glass Plus .moi 33 ■ ■ AS REG'D. Lardnnted Wass see Pg.S Dupont-PVH 1). QUAIdFBB SINGLE&MULTIPLE PONTES(SHE TI.TVATIONS). N.TES TMIS 34 ■ w AS REWD. Lamirmted Glass see Pg.5 Saftex-PV11 t:3'MA, UNF!'9 RI 6 AND NPCBOT!'1' 4*h. OX 1)•THIS PRODUCT IS DESIGNED AS PER 2-Et FLORIDA BUILDING CODE-5th EDITION. 33.MAS.FRAME BIZT 148 1/2'w.X 06 9/4"h. OYYO 2).GLASS MEETS REQUIRDAENTS OF ASTM-E130(1 AS PER CHAPTER 24 OF 35 ■ HC-002 2/Panel PANEL ASSY ALIO.PLATE 11/2'x 2`x 1/0•(6063-T5 ALUN.) 4,RXf&INT FALSE COLDNIAL MUNTDI APPLIED W/SHdCONX THE FOC 2014 CODE. 36 ■ HC-004 2/1'arel Panel Ass•y Full Lenght Rod 3/8.111%-2011 Rad,Plate,Flange Nut 8), QUAUFIXS SINOLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO 37 w FS-III 8 HINGE ATTACHMENT SCREW 410%3/4•P.K/PM. 8). MAR.DAYLITB OPENING WIDTH= 55' TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. 311 ■ FS-044 12 SIDELITE ATTACHMENT SCREW 4110 X 11 PH/PHIL.-(17•GC Max) 7). MAX.DAYLITE OPENING BTIGHT =83 1/8° 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET lof6 FOR MAX.ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 2PP030= am 6/Jb 1/2.Oh.Hot.Plug-Nylon 6-6 MICROPLASTICS-Rockwell M-79 9).ALL DIMENSIONS SPECIFIED ARE IN INCL EE NO NOTES WN6 DRESSING OR STUCCO. 40 HC-007 PP08700ti 2/Panel 7/8•M.Hate Plug-Nylon 6-6 MICREIPLAS71CS -Rockwell M-79 10).NO HURRICANE RHUTTERS ARE REQUIRED 5).SSEE O SHEET 4 OF 8 FOR IMR LOADING CONDITIONS NOT SON FASTENERS TYPE. 8).ANCHORING OSHOWN O THESE DETAILS Y REVISEEF 41 • HC-0111 VBOLT FLUSH DOLT SOI Plug-Nylon 6-6 SUNCGPLASTICS Inc.Rodmelt M-79 nv complying with dm Florida ARE NOT PART OF THIS APPROVAL 42 L-913 1.11-086 AS REG'D. 1/2 ROUND FALSE ALUK MUNTIN 6063-75 ALUMINUM - B uilding doCe LIMITATIONS: 43 ■ ■ AS REa,& INT FALSE APPLIED MUNTOI 1.25'X.022' STUCK ALUMINUM N O 1). MAX. DP = &86 PSF W/ (4) Surface Hotta&Glass Types A, B, C& 0. 44 L-915 FD-623 AS REQn FRAME READ SHEAR PLATE 6063-T5 ALUMINUM-4•long 47 (SEE LOCATION DETAILS®SHEET 3 OFB4S L-916 LII-117 AS REO'D, FRAME Law SILL-OPTIONAL 6063-TS ALUMINUM 2).MAX.OP = 176 PSF W/2-Point Lockactive)+ (2) Surface Bolts at Inactive 46 FD-635 HC-090 l TVO-FOOT FLUSHB[I.T LUCK OPTItMAL(FOR r/-76.0 psf THO 1.SR utt ConIrol 3). MAX.DP 178 PSF W/Flat Sill & moat be used where water Infiltration Is not required or opening Is protected by overhang ratio greater than one. 47 FD-6E6 FO-626-1 2/Panel FETISH B➢LT GUIDE ALlR4. E 'x vZ'x a/e'•Alu4,60A3-TS PROS 4).MAX DP 188 PSF W/Multi-Point Lock(1-dative)+(1-passive) at Inactive 40 FD-627 FD-627-1 2/Pnrcel 2-Point Lock Bolt Grtlde4YiNGLE `x 38161 1.42'x Q/B�AIu�6 -TS /,i- Rarlelon Nates: LA WS �� 49 ■ w AS REO'➢. Joint Sealant-White Col vis Slpnl• • �.• �NS�;.� i Hevlsed!o eompty w 0562004-11/01/05 8501 NW 90th S}. 50 FD-6311 HC- I SET LOCK ACTIVE HANDLE 6 T&t%SET •• SHLM8BV92QA-A• • •• �°� amply r/FBCB087&added MEDLEY, FLORIDA 33166 0 5225 a eawleea ea a S1 FD-637 11C- 1 SET Ml1LT1-POINT LAK ACTIVE ASHLAND aVS110-STACIE '.*w Insulated al.-01/62/10 75 TRIES. INC. (305) 698-8860 * T and Malt-Potat funk 01/27/11 MANUFA07MA OF QUALITY ALOYTNDY FDYDOVS AND CUSS MORS 52 FO-640 HC- I SET LOCK PASSIVE FIANDLE 6 TROLSET ASHLAND BW9201A-P ;(C� Revised to comply w/2010 FBC sram er ea v t ewe Frod C-ft p aww/Sed.6 raw SA-a 53 FD-639 He l SET MULTI-POINT LOCK PASSIVE ASML I TPAS4 • 9 - ,rE F *L U>' evicted to aoID w 11014 FEC NOA APPROVAL DRACT FRENCH DOOR 1 OF 0 54 10-641 HC- 2 x panel HuttFPolnt Look Bol a Nrir&1 6-6 RaoyweU M sc*e 7e • .w` s °n 1e 1a "LaPorte" Impact" French Out-Swing Door i Q.��`� Nelsen It 55 w FS- 4/GWde t Guide Att..h,-t Fastens► ✓16 Q T/2'PA HIL. O MountR 10..E\'mom IDmar.en cwt. 56 F➢-642 HC- 1 x Lock Lock Top Mount Adapt r A TEF•• • • • • �. a0 1 Nelson Hr OS 2 57 FD-643 HC- 1 x Lock Lack Bottom Mount Ad•p•er • HYLOHTDAPTER• DATE ►t 0! .V 7 BeoVi n.t,e, eyiwn�A1b " ro '" FD-2003 (; • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 73 9/16'Max UNt V1dth 74 V2.'Nax UNt Vldth t t W Nax 3L 11/8'Max 110 7/8'Max Wt VIdGt UNY Vklth UNt VWth �S Pe Brrel Vldth y�g'-Al 7 ss,, kith 3 W O T Parte lite A ::�F-op AT T OPII0a A T C 35 3/16" n C 3 3/16' < 33 13/16' U III 14ax. r 1 rt 1 N N p A I 2S• 8S I Y A I P At II I Rsx.�OLO d4 7e I Max. Vld I I II I M i ■ C D II I II 2 618 Ftt, I & \ F C D/ I mo I I rnIi i/%i% ��i% I x� ,• %rTF %/ �/r I x� F%j%r C � a +` i%�% I r' r_ r%!/ II II I a x =P II IIS II x j g s E w b Inactive 22 II c =$ II Acjtvll r r d s A tiv II JI ' AcjAve �. a°z Acyige 3<. a° x,q /.:r r'/.: %�i w rn Vii% ro m iii% ll ILL L® @ u I I II_ II II ® II I @ R I a D R I II R a II are AT "0X0." ELEVATION "X}C" ELEVATIONS "OX" ELEVATION "X" ELEVATION "0" ELEVATION 149 f/B'Hox UNt vwth SEE ALTEW7A0:BOLT APPROVED CONFIGURATIONS AT S1ffEr Sldellte arPRONEe Satng Panes Math Panel M1,11 NOTES: 'TePotte'I3iPACf FRENCH ODTBWINa DOOR-RESIGN LOAD I:RART C 33 13/16' Pwx. ) t 35 3/16' nax.� A 1.ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PAlTO.IVAL >QOBT RWm�t DP PAM DP PRI? ) .VIEWED FROM THE EXTERIOR SIDE. ��'8� OF GLM TM�D'�O1A88 aLAe9 OL389 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE OR-) ANCHORS"A'1<'S" Twit"D•TYF9'e TYPR"D' AND ARE AVAOABLE AS OPTIONAL. WIDTH• ®PRT• /� +/-OW) 1OOAR• +/-(PRF)+/-teas)+/-test) 3. PAN �VAILA�LE SINGLE BOTTOM RAIL II II 2S OR u0TT0 RAILS. 10 1/4' S ±86.0 11 3/16- ±76A ±76.0 ±76.0 Rax.OL Vldt 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 16 1/4' S +86D 17 3/16' +76D +76.0 +76.0 r 22 1/4', 77' 3 ±86.0 23 3/16' ±•76A ±76.0 ±76.0 m C D' B \ D II i y ® 28 1/4' '�> S ±850 29 3/16' ±76.0 ±76.0 ±76D /%% 30 I/4' S 386A 31 3/16' t76A 176.0 376,0 ii �S Q 34 1/4' S ±86.0 35 3/16' ±76.0 ±76.0 ±76.0 II II 10 l/4' 6 +G6.0 It 3/16' t76A ±760 ±76.0 I" II ctiae g� PRODUCTRf?VISBD Moom crREVI H p101(da 16 1/4' 6 +86.0 17 3/16' ±76.0 ±76.0 ±760 e DuRding Coda 22 1/4' 93' 6 ±86.0 23 3/16' ±76D ±76.0 ±76.0 LAUv"e Aa tuoTto /O�•O th sm /i% 28 1/4' '(6) 6 ±e6.0 29 3/16' ±76.0 ±760 ±76.0 %/ TOM 30 1/4' 6 ±86A 31 3/16' +76.0 +760 ±76.0 RLI34 1/4• 6 ±86D 3S 3/16' ±760OPERABLE PANEL YUSr"um APPIIGBI.E REOUIROIENE6 PER BUBDWO COOS.R OTOS •0 PMENOIESS W01CUM/OF ARCRORS AT nW E JAYSIRBRR- -- - • • • • .D Bi • • • ♦ Revised t Notes: �� q T�® 7W T • •L ��O•.•'• E gF•;O♦� Vr,•/ 1`al/ 8501 NW 90th Si. •• • • • • •• `'+/� %17 •lP ♦� Revhed to comply w/FRl;Ha04-11 Ol/OB FLORIDA SEE IJ.TERtuTE ItOLTly 5225 Ravlsed to aamply w/FAf2007 Is added (3005 696-8880 33186 OPTOM AT SHEET •''k Insulated ala®01/82/10 INLI E t I 3 of a d Hullt-Pott took 01/87/I1 yARU/dC14ARR OF ODILIFP AWIIDVBIT WfiMYS AND allSS DOORS "OXXO" ELEVATION .. •.• . .•. * o Revised to oomply w/ROTO me nx,m ems saN cram end hbeaflP 9.rt"ryaaa lnax sA.a • r F Revised to som w 2014 PDC NOA APFv10FAt IIO+ACT FAEHCII DOOR - 2 OF s ANCHOR NOTES: • • • • • • • • i • •.stud ss+ sah n n " 1.-SEE ELEVATION AT SHEET 1 OF 8 FOR • • •• • • • • �♦ pQ^ �'2',' Nelson Eklo Ol 18 18 - La. Porte Impact French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. •• • • • • • • • • • �♦ O R�'` a �� aeaa an • 2.gEE SHEET 4 0 8 FOR INSTALLATION • •• • • •• • • • S• ? L(��a�e� Nelson Rmw 01/18 FASTEN6EE 1 ••• • • • • • DATE 1 5` b�5 BOea n.t s. "y"""'ems.: watitx°s•.stm FD-2003 "'G G • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16'TNAPNCON V/ CSEE NOTES�gE S/16' MIN E)1 W/ BELOW FOR SPACING) 1 1/2'MIN EMBED. • 2 x(P.T.)WOOD BUCK INTERIOR SIDE 1 x(P.TJ WOOD DUCK SEE ELEVATION-AT I/4'MAX SHIM TYPE (SEE NOTE 3'SHEET 1) SHEET I OF 6 FDR SPACING ' 3 4 3 LOCK STILE 3 4 3 `' JAMB MUWON 19 20 21 15 16 MULLION JAMB .,. 46 38 6 17 t2 38 6 Active 7 7 Inactive 6 12 6 17 6 12 38 23 1 33 Sidellte 27 39 36 17 SldeUte 1 1/4'HDI E ° •-• TYP I I MI u a Is once 1 1/4' `'•�`�?` DLO Width i 1 18 S I Penet Width 14 11 27 12 11 14 9 10 t 7 9 10 14 I/a MIN EMBED. O O OE7PTERIOR SIDE O Crj MAX SHIM ~ TVP "OXKO" UNIT WIDTH MIM EMBED <TYP.7 18 ANCHOR NOTES: Active INTERIOR amE Inactive Active SIDE Inactive 1. SEE ELEVATION AT SHEET 1 OF 6 FOR - 1B )1B ANCHOR O.C. MAX. SPACING AND LOCATIONS. 1l Is % 2. � 4n,P0 S.6 FOR INSTALLATION I1 RXrmDDR SME II�i �rantoR>InoH Active Inactive 5 )� ^'3 m r+'4' 6®� 1B 2 Lira RPTEIOOR®E INTERIOA�E LOCK STILES WITH FLUSH HOLT LOCK STILES WITH TWO—POINT LOCK & FLUSH HOLT 5 6' Active Inactive bo-point .3 /W1, B3 12 I/ •I (+) OPTIONAL SILL a 9 17 1e 6 t!le 5 1R P•� * . ,1 " ^;!' 3SENDED.INTO DOPSI CONE 28 WTERIOR SIDE 1a FJMI I/?'MIN EMBED. v/ MOR SIDE 18 OPTIONAL HOLT 0 BOTTOM RAII. 1 1/4, Ela VBE4 C SEE DETAIL E3 FOR MOUNTING LOCATION) (I FR.Ed1E GOT) 23 5 36 TWO—POINT MULTI--'POINT FLUSH BOLT&- FIAT SILL NOTE: 2 MAX.OP-378 PSF MAX.OP-386 PSF TWO-POINT LOCK LIMITATIONS: DDDRS 6 SIDELITES WITH THIS SILL TO BE 95 1/4'MAX FRAME HEIGHT. t3 12 OPTIONAL LOCK DETAILS I)• MAX.DP = 386 PSF W/(a) THIS TYPE OF SILL IS LIMITED TO+/-76,0 psF DESIGN LOAD AND Surface Botta & Glass Types A, B, &.C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 TROYA9 I.90T08 2)• MAX.DP = 376 PSF W/2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2 •• ••• • • • • • •• PROIBBS Ry(SII�SR Look(actHe)+(2) Surfoce Bona®Inactive CATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Sill • • • • • • • • • 667dd0 WHERE T71E DOOR"IS LOCATED. SILL ,• �,Height • • •• • • • • • n ry•,, • •• • • • • ••• • A s+, Relied t Notees 7j• T'y T,("y Q� ]� j r',�•''iL '•+'�;r�� • • • • • • • • • N S`^,OSa� RevLad to comply w/FBC2004-11 Ol OS ,jpJ V/,/ 0�®•J� e�O/1 pB/ 8501 NW 90th St. "'>!:•''•T w •• ••• •• • • • ••_ MEDLEY, FLORIDA 33166 i.�,•fr'e •'.+.+ 1��MIN EMBED,INTO p 65225 n, Revised to comply w/FBCB007&added 305 698-8860 •+� '.fa 3500 Psi CONC.(TYP.) *•• •••* Ashland Yuled e Polnt�Loalk 01/27/11/IOD MiNUFACnIRER OF 9WA7 AUXINUY WINDOWS AND°LSS MRS ( 1/4• 5/16-,IEaNa�D v/ PRODUCTRBVISED ;f;a Revtee4 to.comply w/2010 FBC D.me C(e x ries cabae v s.Ha./rea a fbae sena aea mOlFipind vtidl Uro Flsr�a • • • •• e!.1-. Revlasd Is Com w 0014 FBC NOA APPROVAL WPACT FRENCH DOOR S 6 ATE OF (lDN.EDGE OW.) (SEE MIN 1 OF 6 1�DdlOSCada w. • q71. /•�J i �: •/`a;- anwa aw Dab x u n FOR LOCATION AND SPAC1TJ • '. Fa;.:..., Nalaaa Era" Dl Ie 18 La Porte Impact French Out-Swing Door' AOOc • �' ,abao^' p, Dm aaunr • • • • • ��S_1p y, Nelson Brea- Ol/BO/18 B2 0 - 7lNW b a RAIL, DETAIL 11* R`4m a,t,g, °� ' °iofi p�""`+ FD-2003 Rntrten[ana G Product control DATE • • • • • • • • • • • •• •• • • • •• •• 5/16Q'TAtPNCIETNN W/ 5/16•TAPCUN W/ SEE BECOV FDR(PACING INTERIOR SIDE 1 x(P T.)VOD HULK SEE ELE ATI�EA•T SHEET t OF 6 FUR SPACING 1 x(P.T.)WDOD'BUCK (SEE NDTE 3,SHEET 1) (SEE NOTE 3,SHEET 1) 3 3 INTERIOR 310E ;.4: i :!', . INTERIOR SIDE v r 3 =•• - ` 3 LOCK STILE :=.', LOCK STILE 3 S� AMB 19 20 21 LOCK STILE JAMB :: JAMB 19 20 21 ,B o 21 r � .' ..:Ai .r: 46 29 30 3, 23 .r �. �.: 46 , q15 12 38 Active 38 718 :!.:�•Y:. ,,+: 23 • IT Inactive Active Active t 1/4��. ''• 1 1/4' �'V EDGE DISTJ'' 18 9 10 37 TYP.. 37 TYP. 7 17 36 z 12 11 12 1/4— E /4 tt t 2�) / 1 t I/z•• O O HAX SHIM —I F O TYR EXTERIOR �G2 (IDN.omm.) UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDS (TYPJ EXTERIOR SIDE 50 51 I u.•rmc DITEIOOR BIDS TYP• 5/16'TAPCON V/ 5/161 TAPCCN W/ L4SLE +� 1 I/2'MIN EMBED. )1/4•MIN• 11/2'MIN EMBER ¢ 56 57 •. SEE NOTES FOR SPAC1Nf)r EDGE DIST SEE NOTES FOR SPACING e+.•. 11 20 Active + .,•(�..;�. T1P MULLION INTERIOR SIDS .:w.•• LOCK STILE ?•- T WD. I I/E'NM •-" %� - 1 x-(P.TJ VOID BUCK 38p ENE 9 JO 31MIN.EBBED NTE`3AT ''�"•'• _ (SEE NOTE 3,SHEET U 126MEETTYP e< t' ",�,;~ r Active Sidelite 17 1/4'NAX. 1 1141 MAX SHIN TYP. gX7'ERIORSIDS HEAD 4 SHIM TYR HEAD2 9 to INSTAT•LMON FASTENERS NOTES• 13 22 13i 1X BI CKMINIMUM REQUIRED FASTENER LENGTH1412 8 SldeOte IDiTERIOR SHEAD:. 5/16' X 3 1/2'Long TAPCON(• 38 O JAMB: 5/16' X 2 3/4' Long TAPCON(•) 5 Attachment Screw H 5 <6 Scress 0 each side of Jambe, MULLIONS: 5/18' X 2 1/4• Long TAPCON(•) 7 IB -l2 total Per sidellte) (,!1 APCON BY'67.00 ULTRACON' INTERIOR SIDE "9x BUCK'MINDJUM REOLAREO F/STENER LENGTH z9 3t F 50 51 INTERIOR SIDE 52 53 HEAD: 5/16" X 3'Lon2 1/4.9 TAPCON4ong T,� F- 32 A SAT 34 COI GLASS u nsRODUCTREMEDcomp Inging avlth lho odds MULLIONS:5/16' X 2 1/4'L Long TAPCON(•) 8 t0 9 10 BuDdfogCsdc LOCK STILE= J EXTERIOR SIDE Ac« neallo 6 57 !)TAaGON BY'ELrO IFL•TRACON2§-07 Active 7 7 Inactive AT SILT. �10 3500 N CONC. MMo MIN. EMBED. o ' 0 4 sail doPTedvatComrol d -I INTERIOR SIDE q I jIQ1F,; ALL FASTENERS W/ 1 1/2'MIN. EMBEDMENT. Ir sax.oc 1 1/4'MIN, EDGE DISTANCE& 1/$MAX,SHIM SPACE 17 _t17 ANCHOR YIELD STRENGTH J� ANCHOR ULTIMATE STRENGTH TH FuFe=17777kai EXTEMOR SIDE E2 EXTERIOR 810E 12 5 to 5 •ALL TASEE ATIOa'L' HETI ARE HOOHUHB 2 •• ••• • • •• Yo r.-95T—os (BEE OR AS AT SUBST 1 O a FOR • PROFI{.9910 F tHNBBR ANCHOR MAXR SPACING AND LOCATIONS) 13 12 t • • •• • •• • �� OT Revision Notes: �/�j T • • �_ a� °Ng°• 0"-ew Revised to comply s PBCR004-i-1/61105 �� / ®1\J 8501 NW 90th SL O 23 B 1 • 3 • •• 2, �� F••••tr �� Revised b comply w/FB=07&added Y 0� MEDLEY, FLORIDA 33166 It SIR 0 56225 Iosalntsd Glass 01/22/10 ts, (305) 696-8660 SILL ,'". He ght SILL )"Height A* 1T*;, AsIdend Halt-Point Look 01/27/11 YANDFACTORBR OP QOILTI'y AINYBW/Y lI1ND0I8 AND OLBH 000/151 _ •").:-:y; ,•.�_:.Y; Revised to comply w/2010 FRC n,mn cane re.craw, na+caree.p su(o/u.rw mxx el..a ••• 1 (U: Revised b oom w iH)14 FBC NOA APPROVAL IIOACT FRENCH DOOR 4 OF 6 ,,, ,v••.'. •-i V• ie. .l. .;i TE OF Too RrofW st. a n n �, I �' MIN EMBED h ., 1�•MIN MIiE�t.IHT�1 �' Nelson Eraao r. TYP .• +r, fll:,•t.;: j:� �5Dos rnur ,`r��'ov of 1e 1a "La Porte Impact. French Out—Swing Door • 5/16'ELCO TAPCDNM& L--"Y 6 •�•0 ,,�•, o R�'",p,� t9�a Nelson Ersso p 2G/12 1 1/4• I I/2'MIN ENDED. • •• 1� • Iry 9•J tir (IN EDGE oar.) (SEE SHEET 1 ff 6 FR!•�ACtN6! (,�,E0�asr.) • •DpTRt"'(.,•<.•,,, sem"n.ie. su^ww xwaew, Draaw w�,ernFs xwaa a.wu O D-2003 ••• a • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOMS ATTACIMM _° smEGLAZING TYPE & DESCRIPTIONWAD S u t/4 s�vs e3e - INTERIOR SIDE AssnuLr sways 0aa � 17 Glazing Adapter [-am .488 0 A Laminated Glace b DO out- Glace a A" ITS a 3/41 PHJPNIL. I �1Gla�Depth rM DB8CR17RON DSTAM 32 —YE,1DENsfae FAQ 1P -- 29 3t sons I 1 3/16•Annealed CauOdOR / \ 2 Aw DuPent SGP Interlayer = \... »......._..a_ A 3 3/161 Annealed onAA• 1 � »»'` I.aminated Glass .340'01A.Laminated Glass b Du nt-Glass a B" Dupont or Wella SILL _._-....__ � )7611 DHBCB>PFION DSfAD. 33 os l.wm Types A', 'B'or"C' _ INTFllidl SIRE 1 VB'Anrtealetl SIDELITE JAMB ATTACHMENT DETAIL (SEE TABLE v/CGRRESPDNDIH FRAME ASSEMBLY DETAIL GLAZING TYPE a DESCRIP 2 A77 DuPont PVB Interlayer 1/4 RoL1ud 3 1/8'A—led aa4o• \uLlmn Attt33 � 33 4 Head 9 10 =SME) a EXTERIOR SIDE .340 0 A Laminated Glass b Retails, - GIan e C o GLAZING DETAIL #1 SILL SEALANT DETAIL 1T1 DBBCRIPTION DSTA¢ 34 MOM HEUER TO EE SEALED SUCAAR m Sul. LEFT� 1 V8'Heat-Strengthened GlOc /NRI¢STILE 2 ,077 SAfl-PVB Interlayer NBE/ 3 V8•Hent-SMengtherred Olnes a34o THRE-A I! s p�� INTERIOR SIDE 01�NAPE ATTAOSENf ID Glazlag Adapter tll slleone GLAZING TYPE & DESCRIPTIONS soTLvs t34 J1 .840 0 A Laminated Glass So Us -Glace e D rEPrN Luc no.3/4• (SEetr/Plm.. 8/18'Laminated Glees J4 Gla !h nBM D103C6Mr10N OSDAG. .` HINGE ATTACHMENT GLAZING TYPE TYPES 6 DESCRIPTNPD _ 1 1/8'Hent-Strengtherred Glees Q y� DETAILS ACCESS MOLE /' — _— B AV Saaex PVg tmerlayer LDVFR 3 1/8•Heat-Strengthened pass PRE-Red7® ham Im(GE LEAF TO®i STILE NXE �!� / 1//4"Insulated 4 1/4'INSULATEII AD!SPACE ' - 0340• Air a r/ S 1/8'TEMPERED GLASS 1/0"Temp.Glass 1 - $V .340 0 A Laminated Glace by Solutie - Glace e ATTACHMENT HEM NUT INSULATED SPACER•TruSenl•- Olnalug Bead SCREWS 931 AND WASHER Dle'a Seal S.W.Spacer O 28 100. DHBCB>Pf16N DBTAD. 1 Tao a 3/4•PH/P4m. PANEL ASSEMBLY DETAIL Pt7b.ei2 esH °CR 1 1/9•Neat-strengthemd Glass E A77 D.Pant SGP Interlayer EXTERIOR 3 1/81 Heat-Stlengthsned lRaes ACCESS InLE YER CO4 1/41 INSUIATED AIR SPACE 0340' maul 1En AND or GLAZING DETAIL #2 3 1/8'TEN""GLASS Im ST nw 014 SHS OR SELF DRILLING SCREWS 814 SMS OR SELF DRILLING SCREWS o/a•4 LL't�4TIs sTm.Pd INT.METAL STRUCTURE INTO METAL STRUCTURE ,L (SEE NOTES FOR SPACING) (SEE NOTES FOR SPACING) + T 0.125 TKK.MIN. ---I I2 GA)f1N. P-{NIN EDGE DIST. (6063-T5 MIN.) (` HIM EDGE MST. + +(Fy=36 KSl NM) TUBE p1{e�g�ye,w REFER AUINVµ ION T0 APPROVE STEEL TUBE OR E0. CONTACT Wim/ALUM. 4 X.tal 7Wtlbwc. NIM.-OADE NM 3 � TO BE PLATED OR PAINTEm -- — Neta T 1/ MAX.SHIN TYP. 1/4'NAJ4 SHIM TYP. PRODUCT RBVI3HD � at complying Trig) Florida HnOding Colo A' E'R0 aG lorl m-®I A Na ,�0 n 1 1/4'HIM 1 V4•MIH EBGE DIST 5/16'ELCO TAPCON W/ alC d i 8 EBGE GIST. 5/16'TAPCUN W/ TYP 1 1/2'MM EMBED. OM"J.smog11 HINGE ASSEMBLY DETAIL TYPI 1 V2'MIN EMBED INTO CONC. r • • • • (WE SES Fat NWIW*• PNO 6NtlBM (SEE NOTES FOR kPACINWVj,/4- $FD-824-2(CMM TO BE 3 KSI MIN.) 2 R a9r.>• ® �//(]/� /f�/ /]��/�1 W WTR1a3) • ♦♦ isdt �1 111. F P 4> 1 V(wN. . (Na• S`'• O'rsRevleed fo oomply r FBCE004-31 0l OB 8501 NW 90th St. Redted to eamply r/PBC2007 a added MEDLEY, FLORIDA 33166 0 225 " tnsulatd Glave 01/20/10 (305) 698-8660 MIT 1/4'HA)L SHIM TYP. .SHG)TYP, d Yult-Polut look 01/27/11 � NAM7 A07=8 OP QUALITY AIMMMUM Fl"O IS AND OLs3 DOOAsoIra Revised to aompty Tr/2010 FOC aw a..., s•• t•Qfl` Revtaed to nom Tr/2014 FBC NOA APPROVAL IYPAOT FRENCH DOOR OF 0 E OF tv: Rra4488P .+• • • • •� •. ,� ;"�; Neleoa Eraao Ol le 15 "La Porte Impact" French Out—Swing Door NOTES •• • • • • • • • • • �i� F I C,r Q?`i♦♦ pmnt q0 o.e.naa.a OPTIONAL 94STALLATION DETAILS HAY APPLY • •• • • •• • • • s (i:a� NelsOn Erazo 01/20/12 TO DOOR FRAME`TN)AND/GR FRAME WAG FRAME INWANIAZON O"ONAL•DETAILS • DATE A+(l`/fi 4 "t� n.t e. rem" D'm 4 e FD-2003 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IL 3� 076-11- •��.078 3.5 I �--.-4.500�I ad STEL D[RT STEE L•BBOLT �® 5 .DSO I �1�' dY 3111. .875 062 j,_J,J}IU7II -� 460 986 .096 J 58 011mE TT�U12P B � 1 1.750 � .065 1.750 w 1 1/2 17 1,259-I -I .908 � .074 .127 .6R7 GLAZING ADAPTER QUARTER ROUND g g FLUSH BOLT AND dL-910 28 (11/18') BEAD O PANEL HINGE STILE ' O FRAME BEAb TWO-POINT LOCK OFD-634 g1.-901 ,FLUSH GUIDE OL-907 1.912-I m m d OFD-627-1 0 .119 .730 .726 I 4.187 I 71 00'gyg �- IT .098 1,250 .064 Soo 1.500 2.031 Soo r,124 I HINGE LEAF Q�ROUND 1.730 '100 .064 2,000 S 99 y9 1 J� 11 y1.-908 10 (3/8BEAD #L-812 ? gg tea a� -+ 1.500 ��.070 S.os I 4.500 � -� 4 3 S FLUSH OLTL 060 O PANEL LOCK STILE O$FRAME25D L ANGLE GUIDE .835 656 #L-905 1 1/2"LANG II AFD-826-1 0,65 �I I I-1.75 1•--1.750 1.812-1 .066 463 MULTI-POINT MULTI POINT 9 QUARTER ROUND 1� LOCK ACTIVE LOCK PASSIVE O(1/4' BEAD �{ 1250 SL-911 .072 214 LY -1.625- f-0.196obs 2. ( .045 I t 1 �} °a• HALF ROUND AaQ 4.000 4800 Av ••a4 42 FALSE MUNTIN 8 RAI,ADAPTER .072 ,500 JAMB ADAPTER TURN o l 1/2' BL-913 O #L-909 .094 - O 904 .D92 .10D T �- 52 53 --I L Flexible V[ okO composition-Team PlasBoa Inc. I 4,3ga -{ 50 51 SIDEIITE ppNE1, h. FPYC Blaak•en outM No.7200-78 1812 ALUMINUM PLATE PHYSICAL ASTM N0. -� .136 100 36 2'LONG pwmeterRmduo W,10ne 75 D-2240 #HC-002 Spoo.0rmity 1.45 6792 PANEL TOP & I 0.079 0458-� Te.90 Strea^PSI 1640 D639 6 BOTTOM RAIL I---4466 ACTIVE HANDLE PASSIVE HANDLE Ultlmats ElmDti®,% 340.0 D638 908 3 FRAME JAMB FRAME HEAD SHEAR PLATE 6 TRIHSET gg I TRIMS" Moduha( IWV.81mgs8m,PS1 763.0 DAIS �Ir903 O pIr918 5 •m0 I DrilamuN •31.0 1)•746 p99 12, F NDdta Compound No.7267-75 PHYSICAL ASTM NO. 2b88 m Q Duomelerft*o s'A'.l0soo 75 D�U40 1.ALL DIMENSIONS SPECIFIED ARE IN INCHES -.218 Go .500 9 a SPWUkEamity 1.45 D-792 2• SRR ELEVATION AT SHEET 1 OF 6 FOR Temte Saeoolk PSI 1640 D6i8 ANCHOR O.C.MAX. SPACING AND LOCATIONS I 5 ffi Nmsto Elecadim% 325.0 D638 PRODUCTREVISED �I----4.500-�{ 8 MMuha®100%61m*cn,PS1 765.0 D-638 as complyi.3 lvithJLa Florida x a i Btil �.0 D746 AH No/1/L �. FRAME LAW slLl J.�T 98 NOTE: B 'i • • dc 0 OS � I REFER TO DETAIL'83'AT MEET A 3 OF 6 5 t-A FOR ADDITIONAL NOTES AND LIMITATIONS. �TT� Revision NaRevised to comply rr FBCE004-11 Ol 05 T [�Q [�/��/j8501 NW 90th St. 522b m Revised to comply w/P11=07&added �Jl� 7FS® MEDLEY, FLORIDA 33186 3/6'D.D. 3/8'O.D. )STEEL D0.T STEEL DOLT 1 ^ Insulated Glees 01/88/10 SCIS INC. (305 698-8660 sEEL 8RT t•) '_ .p A.Maad Mult-Polo!LcOk 01/27/11 MANOFACTUMR OF QDAUff AWMINUM IdDOMB AND OMSR DOORS Optional Multi-Point Locks 'r S LS Sss t`/"' •°/• • .:�+ Revised to comply a/2010 t BC a ��ry a ct..a nvt�aa se le R + d or e p •te)J t./- pvn 'A F Ravlsed to comp a 2014 FRC OPTIONAL 86.0 per DP) • • •• ,t• • P;��; "°�dBpr Nelson Rraao 01 18 15 "La Porte" Impact" French Out-Swing Door 48 TWO-POINT LOCK Active Lock Passive Lock �INAL�TVBByPAtr1E[• •yC Fp1Q. �~\,,� s� e.r.s...N LOCK SHC-050 ASHLAND#W5110-STACTS ASHLAND AW3IIC-STPAS4 • FLU"BOLT 9H(le-001 • FJ�� ` rose Nelson R 01/80/12 76.0 pet DP) HANDLE I TRINSET HANDLE I TR04SET iL/lfst 15 8.1ho m.a N-b- "s 14sn�' FO-2003 F OA E"vv(} ASHLAND DW52MA-A ASHLAND tWS201A-P DA a•�• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAtiII--DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONI OA IC RESOURCF$(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wMv.miamldade.eoy/economy 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 113200"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade.Ceunty 0000.. Product Control Section. •�•• •. MISSILE IMPACT RATING:Large Missile Impact Resistant • 0000.. 0000 0000.0 LABELING: Each unit shall bear a permanent label with the rnanufacturces name•or Togo, city, state, ;••0,; series, and following statement: "Miami-Dade County Product Control Approved Miss otheewwi9; toted• • 0000. herein. 000000 0 •• • • 0000. RENEWAL of this NOA shall be considered after a renewal application has beene'Iled•and ther+e�I+as been 0000.. no change in the applicable building code negatively affecting the performance of thl?AWcCact. • TERMINATION of this NOA will occur after the expiration date or if there has leen a revisit rr of clrange:•0.0 in the materials, use, and/or manufacture of the product or process. Misuse of this U0,As an e4dwrment;••••; of any product, for sales, advertising or any other purposes shall automatically terminate this NfGA'h•ailure 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 dates 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. 13-1217.22 and consists of this page I 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. NOA No. 14-0908.20 NiIAMbDADE COUNTY ti_ ya' .�y Expiration Date: March 04,2019 Approval Date: November 27,2014 Page 1 T Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subtstitted wirier 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. Lami. glass w/PVB laminate by DuPont, Test Reports No.'s HETI 08-2099A, HETI 08--2102A, HE TI-08-2097A, HETI-08-2103A and HETI-08-213M all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099B, HETI-08-2100, HETI-O8-2101,HETI-082102B,HETI-08-2097B,HETI-08 2103B,HETI-082104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F.Font,P.E. :060*:* 4906:6 (Submitted under•NOA No. 08-1020.08) • 9999 00 9999.. 9999 9999.. 9999.. C. CALCULATIONS 99906: 1. Anchor verification calculations and structural analysis, eQjijV15,ing ;wi14•FBC;0.• prepared by manufacturer, dated 10/01/08 and 01/30/09, signet and Sealed by.Thoma4.:..- J. Sotos,P.E. (Srrbrtaitted under previous 404 No. x2-9127.21)..0:0 2. Glazing complies with ASTM E1300-04/09. •00.0: •• . . . . 9.9000 9999.. . . 990999 D. QUALITY ASSURANCE .. 9 000 0 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. 3. 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. 12-012 7.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI--08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08, HETI-08-2099B, dated 07/10/08, HETI 08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B, dateL=10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07);uek HEj-.qj-2104; dated 07/10/08, HETI-08 2105, dated 07/10/08, HETI-08-41.06,• dated.=10/08,...:. HETI-08-2125, dated 07/10/08 and HETI-08 2131B, dated &X;&08, all issued b-;... Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F.Fdha Z..E. . • .... . ..... (Sarbrnitted under previous NOA No. 08-1020.08) •�;• • .. .. .... ...... G. OTHERS •••••• • 1. Notice of Acceptance No. 13-1217.22, issued to Lawson lndustrles, l4c...fpg their•••:- Series "3200 Outswing Aluminum Casement Window - �,,R� ", approv e d oil.... 03/06/14 and expiring on 03/04/19. • 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-2 ANCHORS, t2 t 2• (A) 3 AT FRAME HEAD (MAX o.G) e, (�yp ANCHOR CLUSTER ANCHOR CLUSTER (D) 3 AT FRAME SILL A Al MAX. A�q��,• SEE DETAIL q4 AT ANCHORS. CD) S AT EA, FRA JA1•IB ANCHORS. SEE DETAIL 44 AT CORNERS) (A) 6 AT FRAME HEAD SHEET 7 OF 7 (A) 6 AT FRAME HEAD SHEET 7 DF 7 (FRAME SILL TYPICAL) (FRAME SILL TYPICAL) _�(�•) CC) 6 AT FRAME SILL (C>6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB i A2 (M1. 36 (D) 4 AT EA. FRAME JAMBI A Al (6- 38 c1sFERs) ) —r Mox D.L.O., lh Al i Al `\ � 3osH" --- ^ se" —_ .�G W � __'0:60.Yl'Ri.:_-- Zo vs U u ¢� c __t.�._1 7— .1.._ o Reed L( °u o 1 38� 7 / ! Bra ket to cf.. o / L m 1 • \ n \\ II ¢ o ! mid-am. ' j M¢ od OnD ! • -1 N \ 1 \ N^+ 1 he / If 8' 26"O.G MAX 8• •-� 4' B' 11 xed Bracket 8' -4 4• EXT.6 INT.FALSE COLONIAL •) (�• B (vatr 25•dC. LAX. of Se from end. ( '} B ( 4 29" MAX MUNTINS ARE APPLIED V/ 37' 74' (Typ.at all Fixed 7q• V7 SILICONE AND ARE WINDOW FRAME WIDTH WINDOW FRAME WIDTH Lite Comers) WINDOW FRAME WI➢TH AVAILABLE AS DPTIONAI. "X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION ExT.s MT.FALSE COLDMIAL (LIMITED TO LOADS ON SHEET B OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 8 OF 7) V/ INSFA9TTDlS ARE APPLIED Vi E AND ARE AVAILABLE AS OPTMNAL. SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY 13 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2,) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE 412 SMS OR WD. SCREWS INTI] WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CDNC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 6 & B. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTRBVISOD ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND eacomplyiegwilhIlia Florida TO BE REVIEWED BY BUILDING OFFICIAL. DetldlvgCn Jadao ©�•r7� 6.) SEE SHEET g3 FOR BILL OF MATERIALS AND DETAILS. 00 CC- •• ••• • • • • • •• Zo�j� 8.) SEE SHEET #6 & 6 FOR GLAZING DETAILS & OPTIONS AND CHART! FOR • • • • • • • • MAX. DESIGN PRESSURES. • • •• • • • • • 7.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST RE PRESSURE TREATLObCD H�REQ • • 00* • A'UByf'1)nt4))'roduct Conlrai (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR Pgr TER).• ••• • •! 0 .BO S: AMMen Ne4c d �F/�']' f-1 PR 3I ItNODH7811.1 A Revlaed b Com w/2010 FIC 1//�Rg �+P•// ®Yq�ep 5901 N.W.90 ST. B.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO l9 (l:868¢8 MEDLEY,FLo DA 33166 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Renawoi and Revietan to sheet 8&e of 7 I1\7D'EJ'S1TRI S IIV'C. PH No.(305898-8880 OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 AW/UPAOTURBR OF QUALFTP ALUMINUM IIRDOAS AND OLASS DOORS 9.) EXT. & INT.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE ApJgD�/�SILICON •• ••• • C.ReNaed to w 2014 FBC • • • i • • •' ' `"" D,au afeas• Pef n"» ffed CWDo'iP S,rb/MoG4 tfee R//�RniNen/t 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF TIM WINDOW FLAME • • jo ' 1 3200 -O! AND TO BE LOCATED WITHIN A+/- 1/2"TOLERANCE. •• • • • • • • • P . • Oroam Ave mr.Deew,v TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME A3 FRAME HERB. •• • • •• • •'.- "•'j rr r.�- '4, N.ERAZO o7/BY/08 Series: 3200 Outswing Impact Casement Window 11.)SEE SHEET p 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATIV SRTAIL! • • • •- awed AveAx.R.6.4, GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) q4• N.SRAZO 08/26/14 12.) EXT. & INT.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE C a°eae DATP'er"'r Rdn`a"GISELD�p,03200-08NM-01 pe�'v R 13200-0801 AMr4 1 OF 7 E_ _ ,•':o,:'.', a'. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 5/32• ALL P.T. WOOD BUCKS 1 5/32' D 14 S.M.S. or 4/D. SCREW W/ _ v ° 1/4` TAPCONS W/ 4IIIS'T'AN'CE ENGINEERED SEPARATELY DISTANCE 1 1/4' MIN. WOOD EMBED ¢• 1 5/3z o l 1/4' MIN. CONC. & TO BE REVIEWED EDGE EMBEDMENT BLDG. OFFICIAL (TYP. r' = DIsrANCE !•:.t...., TY• ° ° ALL WOOD BUCKS v '��''� �'• °'� ri ° r ENGINEERED SEPARATELY =.r & TO BEREVIEWED 47 STUCCO :�:i... :. 1N:'.; (WN.E BED.) ; (BY OTHERS) ::.,tt;';.v.:?' - 43STUCCO t>' :+ ° METAL LATH y;;' •' BLDG. OFFICIAL (TYP.) �.i. '.' 6 STUCCO i43i•;i'•'.d ti(BY OTHERS) +; •; v' °- .a i�'�: 47 +::;.::Y•;a'rs (BY OTHERS) �'4ii: 50 47 t 1/4' ib 3•i: �y'" ,t 50 N.EMBED. 2X WOOD BUCK i'i`e. ;;•,1,. (ABN.E1tBED. t`Z'.irarS.rr ANCHORED TO CONIC. t•' 'S'' - - 1/4' MAX. "r, t TO BE P.T. (TYP.) ''+`'v SHIM SPACE .'f_ tit. PERIM. CAULKING BY OTHERS 1 2X WOOD 15 ' 17 (TYP,) EXTERIOR GRADE - 17 BUCK (TYP.) + 1 17 PERIMETER CAULKING 1/4' MAX. 15 BY OTHERS 1 ALL WOOD FRAMING SH114 SPACE i (TYP.) ENGINEERED SEPARATELY 241 Al 15 1 & TO BE REVIEWED 1 BLDG. OFFICIAL (TYP,) 22 23 17 11 O 16 18 16 1816 -" r 21 18 42 ' P " !' 49 kk 12 16 48 t F _ C3 u i 1 EXTERIOR �! INTERIOR W EXTERIOR i INTERIOR 1 = EXTERIO INTERIOR i 14 51 13 ~ 14 51 +` z 13 GLASS J a 12 16 48 1� 13 ; a 12 18 48 i I 18 ( I! 49 28 42 I� 30 � t 25 21 21 IN 21 18 it t 6 16 16 16 OB 24 27 17 Bl 1 �� 17 18 40 17 40 11 15 10 15 17 29 10 29 10 SHIM SPACE EXT. GRADE 1/4'MAX EXT. GRADE 17 17 PERIM. CAULKING SHIM PERIM. CAULKING 15 (TYP.) (TYP.) e ,.. `/h o: 2X WOOD .°�.•: t 2 23 6 � .? :,r'.,' BULK (TYP.) 1 El 4' STUCCO ^; '? 'f' 4 e' / tan (MINI.EIBED.) (BY OTHERS),esi.:+• •'. 1 A. °' . (InN eL'iE') 50 50 EXT, GRADE e PERIM, CAULKING 44 .1 �ti'"; 44 CTYPJ 44 or 2 ._.+ Ix METAL LATH, :1'Ut Cpl r` • P.T, WD. BUCK 2 3/4'EDGE DISTANCE $HEDA FbXTERI GD gl1}}�EE� ) 3/'EDGE DISTANCE E 3�/4/'�EjBGE BISTAH�CE1 ]� •0 •0 0 D 0 ••• •• •1110 0 ?BN0,1•ISBR "A R'evteed to . 2010 FBC �� / S p 1®/ ��jLOR01DA ST. 33188 •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR �, 8r•� `11..1 / V MASONRY 19 LESS THAN 1/8,9HIAf3 ARE NOT REQUIRED. &Rem.et and R.Won W sheet 9&8 of 7 Z D V.eJ R S• PH No.(309)698-8860 PRODU(aTRHV1SBO ;�;1 F 0,Revived to a 2014 FBC AUN9PAVrW=OF QVAUrY ALVMHMY WJNDOFS AND CUSS BOONS av W1�1 wl� ImidO •• ••• • .•:>4',m qam cta.n v,r cr„r ena cerumta saa./uodea nas rtd. h x«r+r.a a J,ANCHORS NOTE: i f� t/f 14oDdIQB C, �r • y N0A ASSO/8LY Bow" 3200 ANCHORS TO BE 812 SNS OR WD. SCREWS INTO WOOD,OR AMP 1ga Jo_- _ ' • G.'e,,,,,,,, Oere O.e1m+ 1/4' TAPCONS or APPROVED CDNC.FASTENERS INTO CONC., 1 oTi Ato d• • • • • _ - N.EWO a1/e7/06 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1'y�•�!, - • I • • • • s..++.d Bw N.&RAzo 00/26/14VERTICAL CROSS-SECTIONS, DETAILS & NOTES CDNC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1JillI")'tad,,t�"`--C 11irol"'� • - .4lta1il !A R op a S,Wa P,edvet BrJmna.A9one.rs Ong N,onEn, 81u.4 BATE � c ruEutrtraz00-Oax0A-Ot L3200-0801 a OF 9 er • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STUCCO OVERALL FRAME WIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOR !OVERALL VENT WIDTH 15 18 7 8 18DAYLIGHT TH 7 18 15 3 15 g 39 S 3 50 21 12 16 48 , 12 16 48 21 v`• `. 13 13 _ m 43 GLASSGLASS 4 ..43 6 49 - FIXED VENT OPERABLE VENT tta � 14 51 51 14 4 I APC❑NI 6 18 18 p 1 20 (ABN.EId8ED.) 9, INTERIOR 42 v" 47 17 1,0117 16 16 nq 17 O ,6 17 O,7 47 4 ALL WOOD BUCKS ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY , & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> STUCCO BLDG. OFFICIAL (TYP.) P,T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) OVERALL F WIDTH MUST SUSTAIN IMPOSED LOADS 1/4'MAX �::.x R VENT WIDTH PERIMETER CAULKING �tSP� PERIMETER CAULKING .�:t;"":i_•. _ :.�?4r� t>r�ry�• 15 18 71 g DAYLIGHT WIDTH 8 37 15 15 18 8 3 38 39 EXTERIOR 36 3 '•>F 3 21 EXTERIOR 21 12 16 48 21 12 16 48 13 GLASS ° - - 33 !N l 34 > D ' - - GLASS 43• -D 43 43.. .. 35 - _ OPERABLE VENT ^ L�TA /4' - _ 1/4' PCON 14 51 �TAPCON 14 51 (ABN. 1 RED.) D ) �� 18 18 /4 (HM.tE1.'4E0.) (A11N.tEM ED,) t 8 35 2 INTERIOR PO 2.0, 21 ° •P 42 42 41 ° F 47 11 D 1 INTERIOR 17 16 16 17 47 D 17 O 17 16 v� xnx PRODUCT RUVISUD sxixsrnccO O 32 ALL WOOD BUCKS o[cI i nyinga•18l Florid° °- ENGINEERED SEPARATELY BOildtngCodo —0C]o�7•�^ ° & TO BE REVIEWED AccePinncoNo // C.� L.C/ •• ••• • • • • BLDG. OFFICIAL (TYP.) • • •• 1• • • • WWI ado FroduolConI •• ••• •• • • • •PRO �'SNOINQHB�`- A Revised to ComPb'� 2010 T8C ,�/J/ �®J 8601 N.W.90 ST. WITEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR -� - 86�6�'' f '• B.Renewal end W.I..to-heat 8&6 O1 7 ON AH No.,FLORIDA 33188 MASONRY IS LESS THAN 1/8',SHIMS ARE NOT REQUIRED. .:.� � I STPGIES INC. PH No.(30b)898-8880 C.Revised to Com w 2014 FBC IGAOPAcrumm oP evAIA°Y ALUM NUN wiNDOUN AND CUSS DOORS ANCHORS NOTE: • ••• •• ••• •µ 1i • D.ee,dwR se.r cie.a wea caaPe[a s.r../uoe.° nxa a�o.ne.n R.anw a • • • • • • �._• .Q':: NOA ABSEt®AY tY1N00W 3200 LCNOA OB-01 ANCHORS TO HE 912 SMS OR WD. SCREWS INTO WOOD, OR ••• • i•• • i-; +" '" :•°R�°yr N.ERAZO °vb 077/oa Series: 3200 Outswin Impact Casement Window t/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., g P WITH A F11NIF91M OF 11/4' PENETRATION INTO WOOD OR ••• • • • R�`•4Nt�" °at' "� HORIZONTAL —SECTIONS. DETAILS & NOTES • • * �; N.9=0 08/7 /l4 CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ` •�.. s„,,,1„,t.e,e 0 spm., w•emat v asttoA of D�=a•W Rte+L3200_0801 •"'° 9 DPI s DATE____- , • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM 8 DWG. NO.PART NO. QUANTITY DESCRIPTION REMARKS ITEM ®DWG. NO.PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 Ul-118 1 FRAME HEAD 6063—T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE + 2 L-3002 UI-115 1 FRAME SILL 6063—T6 ALUMINUM 42 1 X VENT 5/16`INSECT SCREEN — OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB—HINGE SIDE 0063—T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS 812 X 2 1/4' PH SMS 4 L-3002 LII-115 2 FRAME JAMB—LATCH SIDE. 6063—T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS 812 X 1 1/2'PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063—T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT * 6 L-3004 LD-119 2 VENT BOTTOM RAIL 6063—T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 LD-119 2 VENT SIDE RAIL—HINGE SIDE 6063—T6 ALUMINUM 47 L-3007 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063—T5 ALUMINUM (3' L.) 8 L-3004 UI-119 2 VENT SIDE RAIL—LATCH SIDE 6063—T6 ALUMINUM 48 L-3009 U1-159 AS READ. GLAZING BEAD — 7/16° 6063—T5 ALUMINUM 9 L-3003 LB-116 AS REO'D. IN—POST 6063—T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW 88 x 1 1/4" FH./PHIL. SDS 10 L-3008 LII-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3" L) EXT. GRADE BACK BEDDING 50 8 X POST IN-POST ASSEMBLY SCREWS 810 X 1 1/4'PH SMS 11 L-3005 UI-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L) TO BE APPLIED BEHIND 51 DC-899 AS READ. GLAZING SEALANT - SILICONE • 12 L-3010 U1-7708 AS READ. GLAZING BEAD - 5/18' 6063-T5 ALUMINUM WINDOW FLANGE BY INSTALLER (TYP.) ALL WOOD BUCKS 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL ENGINEERED SEPARATELY 14 SM-5731 AS READ. GLAZING SEALANT- SILICONE 2X WOOD FACE CAl1LK & TO BE REVIEWED BY OTHER S CTYPJ BUCK (TYP.) :.; BLDG. OFFICIAL (TYP.) 15 L-3012 U-710 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL. 16 L-3011 UI-133 AS REQ'D. GLAZING BEAD 11/16"LAM./INSUL. 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME N 12 S.M.S, or WD. SCREW 18 L-3013 8 CORNER KEY PER VENT W/ 11/4' MIN, WOOD EMBED 19 L-3013 4 X POST CORNER KEY PER IN-POST /� 20 8 FRAME ASSEMBLY SCREWS 810 X 1' PH SMS • UN.1EIA48m.) 21 8 VENT ASSEMBLY SCREWS 810 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 90' HINGES - STD. &H.D. WINDOW FRAME V 23 2 X VENT 4 BAR 45' HINGES - SIO. &H.O. * EXT. GRADE BACK BEDDING r27 AS READ. HINGE MOUNTING SCREWS 810 X 1/2' P.H./PHIL B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 1 X VENT VENT OPERATOR - DUAL or SINGLE + p %:•.'r..',�. CAULKING NOT BY WINDOW FLANGE BY - 'LAWSON INDUSTRIES', INSTALLER (TYP.) 4/OPER. OPERATOR MOUNTING SCREWS 810 X 3/4° F.H./PHIL. SDS TO BE APPLIED BY 1/OPER. STAINLESS STEEL"C'TRACKOTHERS (TYPJ `''7EROR GRADE 2/TRACK TRACK MOUNTING SCREWS 88 X 1/2"F.H./PHIL. SDS 1/ OPERATOR STUD BRACKET CONNECTOR + �:�;�,.. •� PERIMETER CAULKING STUCCO DR EXTERIOR FINISH ;z'.+'.A''!''ws;a�?':.':. BY OTHERS (TYP.) 30 2/BRACKET STUD BRACKET SCREWS 88 X 1/2"F.H./PHIL SOS BY OTHERS (TYP.) '`r'%'L-`r�''`•�^IJ �` —METAL LATH, STUCCO O 1/2° AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 810-32 X 3/8' PH MS FRAME PERIMETER CAULK DETAIL OWOOD FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE, PRODUCTRRVISDD 34 1 X LOCK POINT TIE BAR NYLON GUIDES + CONCRETE OR SEE MULLION APPROVALS FOR a4eomplyhtevAlH6mt+lodda 35 2 %GUIDE NYLON GUIDES MOUNTING SCREWS 88 X 1" PH./PHIL. 8 P.T.WOOD MULLION TYPE, SIZE AND MAX.DIdIQinBCndo DESIGN PRESSURE LIMITATIONS.At�PloncoNo �2�"Z 36 t/LOCK KEEPER (ST. STEEL) BY OTHERS (TYP.) NOTE! Bx��JL 1Dnjj)a!o 2 37 2/ KEEPER KEEPER MOUNRNG SCREWS 21 17 THE LOWER PRESSURES W FOR E r �_-"�� 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM MULIjON-SH7fLL:GO3ER1$. • Wnftadol�� stCbnirol • • • • • 39 2/SNUBBER SNUBBER INSTALLATION SCREWS 1#8 X I 2"PH SMS 1/4• MAX • •t t : t t • • 17.SOTjBS� Rrw.we,H.U. SHIM •• ••• •• • • •PRS. NAA'$N�+4'1� '",. A.RwAwd to Com w 2010 FBC .'#y�2Q5•e»!,ns 8501 N.W.90 ST. LE 5• MEDLEY,FLORIDA 33168 .• ••.r t•., 12 S.M.S.X 1 t/4'L. $ ;;_,..� B.Ren•Iwi amt R•Neton to Wheat 5&e o!7 WSON IND STRI INC. PH No.(300)696-6660 •a° :: SEE ELEV. FOR SPACING C.Revlaed to w 2014 FEC Y/NUFlC77/RRR OF QUdld9P ALVYfNOY MIRDOIr3 LRD OLASR DOORS •.+�� <'. •d'-�":`:3 1 1 4' • ••• •• ••• ; � Dram Claw Pawl CWm Aad CaGpml" Crrk ryadrtr Rm,�Wer N Reahr"+/t (Mw.E�aBED.) • • • • •• • tz:' ROA s2oo LCN6A os of O 1 9/32• PERIMETER rilaornv�RAMF• ;•• '' - n maa D" N.Mao Da1i o 27/ae Series: 3200 Outswing Impact Casement Window EDBE 3A • • • • •• RwWA ev Daa Rw4,d DISTANCE ••• • • ••• .,.. N.Bruno 06/z6/14 BILL OF MATERIALS IdSI' AND DETAILS ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL, ry axrtt DmhWn to•C aaau, Piedwl R�r..aer RamOrn D am1aD Rmnlw sn..tr DATE ,4.41'' c cLSEuwr32oo-oeNOA-ot L3200-0801 4 or 7 ••• • • • • ••• • 5/16" LAMINATED GLASS COMPOSITION - TYPE-A Flan 'e Frame Window Glazed with' ' '• - '- ` ITEM DESCRIPITON DETAIL12 32001mpactCasenwntVWndow Glass Type'IN, Glass Type"B" Glass Type' pe C' Glass Type Glass Ty "E' 1 1/8'ANNEALED GLASS 13 Confl uratlon:'X' 6116"Annealed pass 6116"RS.Glass-PVB 5116"H.S.pass SCP 7116"Annealed Glass 11116"Ammled Gass 2 0.090'PV8 INTERLAYER A -- �_________� Rutacitc PVB by DUPONT ar -----'--- Size dth Height ors DP(-) ._DP(-) DP(+) pp(- _ _-_ +) D_P(-) DP(+) bP(-)-- DP(+) _.DPO So/lex PVB by Eostmn CheNcal Co. 0.30' ___ _= code (In) (In) HeatUSlll Jamb psf psf pSf psf psf P� PSr P Pall psi 3 VW ANNEALED GLASS ==-= -- 12 19.125 26 2 2 59.0 69.0 70.0 82.0 1 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 6 18 LAMINATED GLASS- COMPOSITION - TYPE B 14 0) 14 19.125 50.625 2 4 59.0 69.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 ITEM DEti UMON ORTAn, 15 19.125 63 2 5 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 9/16 N 18 19.125 74.25 2 6 59.0 59.0 70.0 82.0 70.0 SZO 70.0 73.0 70.0 73.0 I 1/8'HEAT-STRENGHIENED GLASS GLA ING BITE 2 0.090'PVB INTERLAYER A -"-� H32 26.5 28 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 6/18`Laminated Sailex PVB by Eastrwn pteNcal Co. H33 28.6 38.375 3 3 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ,�• -�_oato• D 3 1/6'HEAT-STRENGHTENED GLASS 48 g H34 28.5 50.625 3 4 69.0 69.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 6 16 LAMINATED GLASS COMPOSITION - TYPE C 13 H35 28.5 63 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 H38 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL V 22 37 26 3 2 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 1/e'HEAT-STRENWENED GLASS _ _______ 23 37 38.375 3 3 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2 MOSS'INTERLAYER A 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 SentryalosA Interlayer by DuPont - 3 1/8'HEAT-STRENGHTENED GLASS 25 37 63 3 5 59.0 59.0 70.0 SZO 70.0 82.0 70.0 73.0 70.0 73.0 28 37 74.25 3 S 69.0 59.0 70.0 82.0 - 14 2020 24 24 2 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 9/16 2030 24 36 2 3 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 7 16 LAMINATED GLASS COMPOSITION - TYPE D GLA ING ITE 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 7/10"Laminated 2050 24 60 2 5 69.0 69.0 70.0 82.0 70.0 SZO 70.0 73.0 70.0 73.0 I 3n6 ANNEALED GLASS 2060 24 72 2 6 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER ser-==_:=-=U 16 13 2820 30 24 3 2 59.0 69.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 Soft..PVB by East-.Ch-1-1 Co, _ W 2630 30 36 3 3 69.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3 3/16'ANNEALED GLASS I� 2840 30 48 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 N 2650 30 .60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 11/16 LAMINATED GLASS- COMPOSITION TYPE E - __ 2880 30 72 3 5 68.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL ='--=--'=' QQJ 2626 32 24 3 2 59.0 59.0 700 820 70.0 820 70.0 73.0 70.0 73.0 2830 32 36 3 3 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8'ANNEALED GLASS - - 2 DOW PVB INTERLAYER =_____._. ._L 14 O 2840 32 48 3 4 69.0 59.0 70.0 62.0 76.0 820 70.0 73.0 70.0 73.6 S01-PVB by Eaetnon CheNcal Co. - ® l/a. 2 2850 32 60 3 5 69.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3 1/0-ANNEALED GLASS ---- - 9/16 2860 32 72 3 5 69.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 7&0 4 1/4'INSULATED MR SPACE -__�._:_� GLA ING ITE 3020 36 24 3 2 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 s 1/B ANNEALED GLASS _ aam 11/16" Laminated/Insulated 3030 36 38 3 3 69.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3040• 38 48 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 3050 36 60 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 DETAILS 3060 36 72 1 3 6 1 69.0 1 59.0 1 70.0 1 82.0 - PRODUCT'REVISED oT complying wills Ihd Florida Q Accept e Codo -{aF3.lU Accmrce rsg QQQLGG---/1/ C� •• ••• • mtuAt _ 2 pJ • • • • •• • • ••• • • • • ✓icor 1DndaV'C tConHol • •• • • • • • • • • • • • M68 80 Aawmx Aeb.. �� p��g T,�'�t® 7A T •• ••• •• �RO AL aNGINE'aN A Radaed to Com w 2010 FBC N/2"/ �®)� 1�D�l • • 7 8501 N.W.90 ST. * ;d0 f;88886 MEDLEY,FLORIDA 33188 8.Retinal and RoW.$an to°heel 8 of 7 ND TRT S, PH No.(305)896-8880 C.ReYtead to Co • 2D14 FeC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND OMS&DOORS • ••• •• ••• Dnan tTeaa P 7 e7anr Tied tahl� 8n4s/Yoe44 I(M"1GfwMe./ RMfWx N • • • •• • . • • NOA ASSEMBIX WWOUA OA 08-01 • • DeN •• • • • • • • � rown N. ERAZO ja'bae ISeries. 3200 Out9wing Impact Casement Window • • i• • 'i • ``• R.vpad Ae tier.-d: GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS ••• •• • • /ty _ N.RM20 08/B8/14 Y2014 ~` Aavbiea lamb Aaefv Predaet all-Rem4an D.aa4xy Ai t- 9Ana DATE ' C cASEMENTa2ao-6sNOA-ot L3200-0801 5 or v • • • • • • • • • • • •• •• • • • •• •• ••• • • It ••• • 6 18 LAMINATED GLASS COMPOSITION - TYPE A 12 .:� -' -�---Flan eFraliieWindowdazedwiUt '- • �' '• ITEM DESCRIPTION DETAIL 3200 InipactCasementWPndow Glass Type"N' Glass Type"B" Glass Type"C' Glass Type'T7' Glass Type"F' GLS 1 1/8'ANNEALED AS ...-.F- _.. - _-- B 0/90'NVB WTEMA13 Co.ITfl .umlon "XX","XO°Or'OX" 8N6"MwaledGass 8118"HS.Gass-PVB 6118"HS.GassSGP 711W-NmaledGm illWA waled0ass &tacite PVB by DUPcwr or -- - - -.Size riul He10M Anchors DP(+) DP(-)_.. DP(+).- .....DP(_) DP(+) DP- �+ CP_ pp+ DP(-) PVB by Eastman Chenkol Co, --� -�nam --��- - ��- (�- O O-- _ - Code On) (in) WadBlll Jamb -_ Pd __ rd Pd � P� P� P� P� P� 3 1/8'ANNEALED GLASS -- ....._ OFRAME IN-POST RAIL L-3003 VENT RAIL 1.218 ASS�M ILY SCBE 6083-T6 ALUMINUM 1'435 4e 4" ss 2 -810 x 1 1 4- P.H./HL SMS FRAME HEAD 117- .082 4�� pY I es O1 L-3001 P.H./PHL s� 1 t VENT RAIL 8083-T6 ALUMINUM I r m 2.250 0.082 ----_---__ L_ur==�. 2.312 0.062- 062t III— i .082 I 18 062 i !r ANCHOR CLUSTER .71 1.11 ; (HEAD/SILL TYPICAL) 1 VENT JAMB 2.38 1. O FRAME JAl.18 4.797— IN CST .797INPCST }1 CHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL 21 1.87 .500 2 3 4 VENT RAIL FRAME IMPOST FRAME SILL/JAMB 0.062 L-3004 SEE MULLION APPROVALS FOR T 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. 093 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2.250 a-,062 2. 1/4' MAX SHIM i x.062 0.062 I rA3 .S. X 1 1/41 L. . FOR SPACING FRAME SILL 2.399 0.881 TEEL IN CONTACT WITH , BE PAINTED OR PLATED. STRUCTURES: 0.076 FRAME SHEAR PLATE OZ440 � RALUM. 1/8" MIN. THICK)L-3007 I— � EL Fy = 36 KSI MIN. 6063-T5 ALUMINUM 0.120 UMINUM : 6063-T5 MIN. 4-1.215-- P.H./F}HIL.SMS 1.231ALUMINUM SNUBBER PERIIMETR3BW FRAME FRAME IMPOST DETAIL L-3014 0.377 6063-T5 ALUMINUM METAL- STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP .094 11 L-3008 FMD LITE MOUNTING BRACKET PRODUCI•g%vith D as complying tvilN Ore Florida oSa2� 6063-T6 ALUMINUM ,g70 L-3005 DuBdingCodc• 0.094 Acceptonw No � ��./ 0. 6063-T6 ALUMINUM EXIfit,dign,DP(t¢ 0.070 •• ••• • • •• f➢- /(4�1J1....: • • • • MI adoProducl Contro� 2.794 .478 • • ••• • • • • • .-•t'C" • • /� /'7�0�q\/T ••• ,Y'1/li1(AS" SOT08 '. Re4rR.Rete LA y'q'T ®1 V 12 GLAZING BEAD 16 GLAZING BEAD _ •G G A • • • •PRDFRWO NOINU;IR . a Bevrae to cmm r 20,6 FW �p// FA,//pgp//AJ 8/18°Laminated O �� tYil' • • • 'ta x886'•. •'4 6501 N.W.90 ST. 11/18"Insulated/Laminated 7/18'Laminated e.Renard o W R.Ww W anent 5&e of 7 MEDLEY,SLo DA 33166 L-3010 or L-7706 L-3011 or Ul-133 L-3009 or LlI-469 -" E3 S PH N.(305 696-8680 6083-T5 ALUMINUM >n � G Revised to C—P*r/2014 FW /IAINUPACTURRR OF QUAUrY ALUYINUY INDDIB AND CL/RR DCARS 6063-T5 ALUMINUM • •,6♦g3-T5 ALUMINUM •• ••• Prc,e Ctae Part— Aad Cafraorpf Srrtr/Dadtn (Irm RU/r RMflm/r _ • • NCA ASSflIBLY 7lIN00N 3200 LCNWl 08—01 0.050 • 190 • • • naw.RP, D.t Pmm�• 0101 — { o.e15 �y • • A. > N.ERA2o m a7 a Series: 3200 Outswing Impact Casement Window 0.391 0*66i • Rep4ed"a N.ERAzo °a1r Rae"yb°5/u EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS •• }t t 0.888 0.050 0.618 0.115 0.688 —� • •:5[ f7i.'' Rrwbn lmvb 0 saata »oewt R•! �_ �-01reRam�r 1.3200-OD01i4 7 OF 7 DATE.. r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 77 07T . ,0 2015 '� 10/9/2015 - BY: E/% ; ' CMVersion 2.0.2.7 tailed V�ind Load Design (Method 2) per ASCE 7-14 s' Description: WINDOWS AND DOOR LOAD PREASURE Analysis by: EMILIANO OROZCO User Input Data Calculated Parameters Structure Type Building Importance Factor 1 1 Basic Wind Speed (V) 175 mph Hurricane Prone Region(V>100 mph) Struc Category(I, 11, III, or IV) II Table 6-2 Values Exposure(B, C,or D) C Alpha 1 9.500 Struc Nat Frequency(n1) 1 Hz zg 1 900.000 Slope of Roof 2.5 :12 Slope of Roof(Theta) 11.8 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height(Eht) 10.60 ft Ridge Height(RHt) 14.50 ft Mean Roof Height(Ht) 12.70 ft Width Perp.To Wind Dir(B) 52.30 ft At= 0.105 Width Paral.To Wind Dir L 51.00 ft Bt= 1.000 Bm= 0.650 •••••• ...... Calculated Parameters Cc= •• 0.200 •• Type of Structure I= •• 00 ft •...' ...•;• HeighttLeast Horizontal Dim 0.25 Epsilon = 0000.200 Flexible Structure I No jZrnin= 9961§.00 ft• • •...• Gust Factor Category 1: Rigid Structures-Simplified Method • • • • • . ""' Gust1 For rigid structures(Nat Freq> 1 Hz)use 0.85 ....0.85 •�•-:' Gust Factor Category II: Rigid Structures-Complete Analysis • . . •• Zm Zmin 15.00 ft• • Izm Cc*(33/z)^0.167 " 0.2281 • ••• :""; Lzm 1*(zm/33)^Epsilon 427.06 ft •• • Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^o.63))^0.5 0.9167 Gust2 0.925* 1+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm 0.8812 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are ul 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings. Gcpi Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 i Enclosed Buildings 0.18 -0.18 r� Enclosed Buildings 0.18 -0.18 Copyright 2013 www.mecaenterpdses.com Page No. 1 of 2 10/9/2015 MECAWind Version 2.0.2.7 Detailed Wind Load Design (Method 2) per ASCE 7-14 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft , 5 Ht ? 1 . 2 4 a a "e&°Rf 45 a= 5.08 =_> 5.08 ft •• • .... ,• Double Click on any data entty line to receive LLtLp Screen •••••• •..•.' ,,,, Component width Span Area Zone GCp Wdd press(Ib/ft^2 (ft) (ft) (ft"2) Max Min ax ; :•"': A 3 3.5 10.50 4 1.00 -1.10 jQ.58 .-Q*ja •••••• B- 3 4.17 12.51 4 0.98 -1.08 ..41.78 -41. "'••• 2 C- 6.2 4.17 25.85 4 0.93 -1.03 40.22 -41.40 '. D- 4.42 4.17 18.43 4 0.95 -1.05 49.99 ;s4'1!50 •"' E- 2 3.2 6.40 4 1.00 -1.10 16.b4 X44.9 ••••: F- 3.2 4.17 13.34 4 0.98 -1.08 41.56 42.7$ G- 3.25 3.2 10.40 4 1.00 -1.10 44.21 -45.23 1 DOOR 3 8 24.00 4 0.93 -1.03 47.12 1 -48.14 2 DOOR 5.2 8 41.60 4 0.89 -0.99 47.00 -48.74 Note:"Enter Zone 1 through 5, or 1 H through 3H for overhangs. Copyright 2013 www.mecaenterpdses.com Page No(2 of MIAMI•DADE M A II-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) )"w.miamidade.Qoy/economy 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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/11, prepared by manufacturer, and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",.unless otherwise noted 6906.. herein. 0 0099•0 RENWAL of this NOA shall be considered after a renewal application has been filed and tker�e Ehas been ' no chane in the applicable building code negatively affecting the erfotmance of **0***duct. 00:0 :0000 g Pp g g y g P figs Aro 6666.. TERMINATION of this NOA will occur after the expiration date or if there ha:bmpa revision o��hange in the materials, use, and/or manufacture of the product or process. Misuse of this'N A as arrendorsemedt0;0 0 of any product, for sales, advertising or any other purposes shall automatically tetz'MZ At this NOA:Xailurl;'9 9 9 to comply with any section of this NOA shall be cause for termination and removal ofNOA. *0*0 00 00' 90000. 0 9 ADVERTISEMENT: The NOA number preceded by the words Miami Dade OCaunty,9Florida, anal...;. 9 699 followed by the expiration date may be displayed in advertising literature. If any PO4ion off'the POA is 0000 displayed,then it shall be done in its entirety. so 00 0 0 0 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..12-0127.08 and consists of this page 1 and evidence pages Irl, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-Q90,$.J 4 r�iartaaaoacotlNrY /�, : t. Expiration Date: April 11,2017 Approval Date: November 13,.2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted udder previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 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.'s HETI-10 3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candida F.Font,P. E. (Submitted under previous NDA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens 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.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10 3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous 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 :000:0 along with marked up drawings and installation diagram of ep.Ajminu%,horizontal••; • sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) cot�iguratidra,.p0epared...:. by Hurricane Engineering & Testing, Inc., Test Reports •R414 HETI-40-304S.,....: HETI-10-30491, dated 11/09/10, HETI-10-305V...j1ET1-v1030521r, HETI-10-3056, HETI-10-3131 HETI-10-3224 and JMTI-10-3226ldatea*:••- .. ... 0000 03/23/11,signed and sealed by Candido F. Font,P.E. 0000.. (Submitted under previous NDA No. 11-0705.10) •••••• •• 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2@1 94, 2) Cyclic Wind Pressure Loading per FBC,TAS 303-94 • ••• ••• along with marked up drawings and installation diagram of an aluminuigdia4zontal 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-Sella; P.-E. f (Submitted under previous NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 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,per FBC 24113.2.1,TAS 202-94 along with marked Lip drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-082033, HETI-08-2034, HETI-08-2035, HETI-082036, HETI-08-2037, HETI48-2038, HETI-08 2116A and HETI-0$2116B, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Submitted under•previous 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 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, YI'L-3098 and FTI -3364, 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. 02-02.27.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,:cooplyin� w1t1r FBC-,••:- prepared by Lawson Industries, Inc., dated 05/28/09, revised olf•0 10 aneji Dated on •. 01/25/12, signed and sealed by Thomas J. Sotos,P.E. ;;;;;; ••;• ;••••; (Submitted underprevious NOA No. 12-0127.08) .... :••••: 2. Glazing complies with ASTM E1300-04/09 •••••• ••••• ••••• ...... . 6.. ..... • . 0 00 •• •000 6066•6 D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources(tRR)• • • • • • E. MATERIAL CERTIFICATIONS •• • '• 6 • 1. 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.14-09.08.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTnvoED) 2. 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 5t" 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. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted tinder previous NOA N0.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted tinder previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10 30491, HETI-10 3050, HETI-10 3051, HETI- 10-3052% 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 previous NDA No. 11---0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,P.E. (Subtttitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08 20339 B TI-08- 2034, HETI-08 2035, HETI-08-2036, HETI-08-2037, VE-fI;08-2134, hET1-••;- 08 2116A and HETI-0821168, issued by Hurricane Engint trig & T��titig, Inc.,..::. . .... . . . dated 01/15/08 through 02/28/08,all signed and sealed by Cajt�ril .t..Font, .,1E. (Sttbntitted under previotts NDA No. 09-0706.OS) 0000 0 a """ 8. Laboratory compliance letter for Test Reports No.'s FTI�43091, VIV 08 art&;•- FTI.r-3364, all issued by Fenestration Testing Laborator3' JhC*, dated.*1W06/01,"' .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Vrgn�redo,r 1! (Submitted under previous NOA No. 02-0227.05) . • • ' . . . ...... G. OTHERS 00 "' 9 ' 1. Notice of Acceptance No. 12-0127.08, issued to Lawson industries, W. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal gliding Window - LK.l.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 A Al A Al General Notes: � o 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH D o q VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT Do IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ro ro y E+ c 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 'S m d RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS r^o d E OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o rc q E �\ D \�' C o 3J ANCHORS SHOWN ON SHEET 2 OF 10 ARE A3 PER TEST UNITS. ANCHORS ON �v —t/ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 rn W x (D.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. z o p U 8 Bl B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE q W= ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO.BE REVIEWED BY BUILDING OFFICIAL. a XO 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES c7 of NOTE: TABULATED HEREIN (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. -8 FOR VERTICAL CROSS-SECTION DETAILS"A.Al, H. &DI"REFER TO SHEET rya LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE 3HEETa �8, 7 or 8). 3) FOR HORIZONTAL,CROSS-SECTION DETAILS "C, D.& E"REFER TO SHEET#4 8.) WINDOWS WITH GLASS TYPES "A, C, OR G` INSTALLED ABOVE 3OFT. '@ P i to 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 0 A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. H H 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. ® m O 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. e ® \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. W q O O 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. ti 00.. �,\\. `•�\` j/,� 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE H O 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED .p O E D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET#3, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 MC CHAPTER B B124 SECTION 11.3.3.3. Q i6.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET# 8 FOR MULLUON/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. H 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI–DADE COUNTY APPROVED XOX -Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WHIL APPLY TO THE g 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. - o 2) FOR VERTICAL CR033-SECTION DETAILS"A,A1,B "REFER TO SHEET @3 ,&B1 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE CQ 3 FOR HORIZONTAL C12033-SECTION DETAILS"D, &E"REFER TO SHEET#6 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al w o- B B 1 •• • ••i i i i•i •• NOTES: XOX — Un—Equal Lite (1/4-1/2-1/4) o tcS`r'• 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION•ANCHpa QETAIIS A*bNOy'ti8• • ••• pRODUCTREVISED `� 1"" 0: « 2 FOR VERTICAL CROSS–SECTION DETAILS 'A,BAIL 0, &il"REFEI•TO SHEFS g3 • • • es complying%vldD We Flodde !– ` 3 FOR HORIZONTAL CROSS–SECTION DETAILS 19,&E"REFER TO Ql1EET ®60 • • • Bolding .,�' 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAART3PAND NO'1E9.• • • • • • Ac"plmrcoNo SERIES-8700 HORIZONTAL•S:IDM'tl11ISG IDAPACT-"WINff(A V �" Ey-, J �TattDlti:'•,.-"� " APPROVED ELEVATIONS dleml adePm—connol--�" dR TEST UNIT SIZE: III"X 33" {1 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74"X 33" 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH S (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)6 AT FRAME HEAD T1/0 ADDI7TONAL ANCHORS (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED�gAT MEETING RAILS (S AT FRAME HEAD IF DP ABOVE 40.0 AER UIR[DSAWI�DP A RB ES 0 (B) 10 AT EA. FRAME SILL A Al :/°-°70PSF C4�70T�AUAD OVE (B)0 AT EA.FRAME SILL s/- (4 TOTAL) �p O q (14 AT FRAME SILL IF DP ABOVE 70.0) (8 AT FRAME MILL 1F OP ABOVE 70.0) A Al 3' m y �p�7 1• 11.373• (C)6 AT U.FRAME JAMB (C) 6 AT EA. FRAME JAMB yA7L$,a. 4• 14' 4 v2 I— 1a' M •SEE GENERAL NOTE @3& �4. ( 'C') •SEE OENBRAL NOTE�3&@4. 0»O.R 11 (WAy,pp, (IyP�L t...M I ao, S' TML 3'/1L CORNERS) m O h X47{ % • 1 O QQ Max.D .0 V dl Abz��O.L.O.i dlh =24 3 8 24 13 L4'OC, 33 1 13 1/4'O.C. Z m - 'f-m Ld W G a _ // e / va• Bic. S p :v .�-`/1 3 /4•D.C. o ///� C p 0 rya I31/'O.0 ___�_=====3==Q 13 1/4'B.C. ',` 0 ci I31/4'OC 13 v4'B.C. ® 0 T c 0 dd s• � O ANCHOR NOTES. - p� ANCHOR NOTES W O 1.SANE ANCHOR SPACING AT FAO 6 SILL TT 11 V/� 0 TWO ADDITIONAL ANCHORS REQW�D�L 1 INT IAL fij 0 2.TWO ADDITIONAL ANCHORS REQUIRED gg £XrN'T 1�,1 AT MEETING RAILS FOR UNITS WITH VAILAAIS�, V/SII.�ASARE DP ADOVE.70PSF/-73PSF(4 TOTAL) AT MEETING RAILS FUR UNITS WITH VA AS L. DP ABOVE t/-7IIPSF(4 TOTAL) NNpp��gg�� XOX" WINDOW EQUAL LITE 0" \y ` � x W. vrRTICAL CnOSS-SECTION DETAILS'A,At,D,6 DI'AT SHEET 03 A TEST UNIT SIZE: 111"X 83' 2•SEE HORIZONTAL CROSS-SECTIGN DETAILS'C,D.6 E'AT SHEET RS NOTES, OX REVERSED ) 1.SEE VERTICAL CROSS-SECTION DETAILS'A,At,D,6 BY AT SHEET R3 x INSTALLATION FASTENERS :k 111'OVERALL FRAME WIDTH 2.SEE HORIZONTAL cRoss-sECitON DETAILS'C,0,a E'AT SHEET @4 (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 30 AT EA. FRAME BILL REQUIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.0) A Al Fit UNITS VITHOT L)�OVE */-7aPSF<a T SERIES-8700 HORIZONTAL SLIDING WINDOW {C) B AT EA. FRAME JAMB ( ,>g,G 4' t2• *3EE GENERAL NOTE®3& q4. fit'aa) FLANGE FRAME ELEVATIONS - L.M.I. �JSL�NE16) 4 � Maz.D.L.O.YAd Ma�.D.L.C.f Odll r 13 1J4'OC. 9 14 .7G / p t jj 4 = ggT j •• • • • • -•�i ••o • • • • • • •�i• $s C/I� A4tttllillflllJ • • • • • •4{ • 13 1/4'O.C. ,•• /�-� ANCHOR NOTES • ••• ••• "`)' PRODUCT REVISED �( O4TFpL�� pN pt,MUR{NS pRE as amplY�E1vIU1the Florida 1.SAME ANCHOR SPACINH�AD E ILL • • • • t�PLIEO V/SIIICONE�ANDI ARE AV�II.ABLE 8ui161np Cadamoa .WO ADDITIONAL ANQUI AT ti OPTIONALAcaeplanco No !y o J- w MEETING RAILS FOR UNIT RRU�TH • • • • • C nRaro 'r' ABOVE+70PSF/-79PS1'R rora!>• "XOX"•{yINH(llfY — tdN*EQLiA� 1-7 ••• 1.S�VERTICAL CROSS-SECTION DETAILS'A,At,D,5 BI'AT SHEET 03 BY/ . 2.SEE HORIZONTAL CROSS-SECTIWi DETAILS'C,D,6 E'AT SHEET IS Amil)7ad0Prodacl Coniml � /.j" A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCUN W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CUNC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 ¢ FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) (EXTERIOR FINISH BY OTHERS) FUR MAX. FASTENER SPACING) 28' MIN. . WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSUN INDUSTRIES, ING o 0 EDGE/➢ISTANCE INDUSTRIES) MUST SUSTAIN LOADS IMPOSED } m y a BY THE GLAZING SYSTEM _.� v 1. z ~ 1 1 4' MIN. u0 0 �4••>x' `'•� AEMBEDMEN d: �•' ..V, d:' a a" d �: ,•a.-.¢� mON m ; xl •:. .:. o:t7 2X G �o" ° d: a., iLv W o :.•.+ Iyri{': 1. r: 1' MIN. z p! t4 Lien-0.'M1' :4. y ti• sem. EDGE- 'ANCE z° H 0 EXTERIOR GRADE 12 1/4'MAX. AxPERIMETER CAULKING SHIM SPACE Vii; N.EMB(TYP.) �. Typ' .s:• Pte', 7. Ocvl� i 1 Ij EXT.GRADE PERIMETER 1/4'MAX. ® A 14i� i 15 i I 6 CAULKING NOT BY SHIM SPACE 0 C) +!i i LAWSON INWSTRIES', TO BE TYPa APPLIED BY OTHERS (Tyr.) t r- { j CLEAR SILICONE ADHESIVE EXTERIOR BE34ING COMPOUND INTERIOR N s EXTERIOR ( 9 INTERIOR A 1 w j p ALTERNATE DETAIL + z a s I i LAMINATED GLASS + � 4 wcu 33 d w'o 7 III{ f WOOD FRAME INSTALLATION DETAII � 4 4 14 i 6 0 ' i WINDOW INSTALLATION NOTES: .� z 3 {, i ! { L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE g 28 ;� BY WINDOW INSTALLER(TYP,) ° J; SILL RISER- OPTIONAL 2 THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO *Y APPLIED WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SEE BP CHARTS ON BY OTHERS (TYP.) 2 I SHEETS #4, #5,& #6. 28 I ! 26 10 32 )3 ! { MASONRY IS LESS THANN THE GAP 1/8,EN SHIMSDARE NOT REQUIRED.OW FRAME AND THE BUCK OR {¢a 9 1! d a O - B I - 13 ANCHORS NOTE: EXTERIOR GRADE • �.i?�ii. OR .... �:: • T. EE AN�HURS TO BE #12 SMS OR WIL APCONS or APPROVED CONGCREWS INTO FASTENERS INTODCONC. �``�HHuN PERIMETER CAULKING : ---i ..at....i....• • ,�` . ......;?.. ............................ • " `'` • q*UIY ' ' " WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR _ "•.,ci • • G•o •• CUNC. <REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) uY . 4 A •d•.- *•o 6 f'4'M•7L • • '4 ^ e -.d SHIM SPAC e 1/4'MAY-dr� cw Q _ a "•a oSIDM SPACE _ :); a °• o a <TYP.) d d: (TYP.) . ify,• .r1 d v' w 1 1/4' MIN. ::: d.. 1 1/4MIN,• d EMBEDMENT EMBE MENT, a PRODUCT REVISED �,;�"::^.a••.• r �O:a" a, • • d •• ''•}• ° .a ° d :• d' oe eomplyiug odUUta3 Florida �1 •..0 d ...a • jt , ••d-•• tifi.i!'�. `�. < d BuOd ag code �C-otktml �.Acce tancoNo1 1/H' MIto201 OPTIONALSILL INSTALLATION DETAIL AT "XO or OXm u A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 1. ALL WOOD DUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2X WOOD DUCKS u� 0 BY OTHERS (TYP.) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON o IND STTHE GLAZING MUST LOADS IMPOSED m q a INTERIOR FINISH 1O (BY OTHERS) M ro 0 o '."i'•.'.b`.:• i<ir,?_:•,� >;j : .PT. WOOD BUCKS H Qo 0 c >::k=.• •,;;'• ri;y'.y; 21 23 LAMINATED GLASS '•';: I/a MAX 33 SILICONE ADHESIVE 1/4'MAX #14 S.M.S. W/ 1 1/4' :S .1M SPACE BEDDING COMPOUND SHIM SPACE MIN. EMBEDMENT INTO 4JOOD. (TYP.) crrn,) ° Z z° c Ch (SEE ELEVATION AT SHEET #2 INTERIOR 7 17 34 T $ FOR MAX. FASTENER SPACING) 2X 5 27 w o 1/4' TAPCON W/ 1 1/4' o 1 1/4' MIN. MIN. EMBEDMENT INTO CONC, EM ENT ..... ---_ - -_ _ .(SEE ELEVATION AT SHEET #2 =. __ FOR MAX. FASTENER SPACING) 'Ix c 0 12 1' MIN. _- -...........--- U EDGE 16 d DISTANCE 11 1 I/4"MIN. 8 EMBEDMENT a O {{«EEEEEEEEKK{{{{<fE 17 _._._ ..°-' �(lff Efffffld<!({<1<fff! J�r s��»�»SvrNA)�sY ----- ------------- ---------- == - Aff .¢ EDGE DISTANCE x EXTERIOR WALL FINISH _ �: _i;•.. °- H x BY OTHERS (TYP.) :� t z' Y:w O 28 14 :'`"' ` p .r:Y 4 EXTERIOR •s i EXT.GRADE j� CAULK (/,1 STUCCO OVER METAL LATH NAILED TO +� "'"2"3�.5`i°S`•'; .Ti EXTERIOR GRADE PLYWOOD SHEATHING CAULKINGXRADEPERYETER O v,:t=: ��:-r.•-::`; a TO BE SPECIFIED BY ARCHITECT O R G.C. O U (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES,INC. TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH -.-.-.............._.--------------_.---._._._._._' v � 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 30 31 WINDOW INSTALLATION NOTES: $ i 1.THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. z Tri 8 $ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF 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.) 22 • ••• • • • • •• 21 • • • • • • •-4NIHN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR •• •• •• • • • 0 IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ttatty, IllirE>te i •• ••• •• • • ANONORS NOTEANCHRS TO BE #12 SMS OR WD, SCREWS INTO: OR LOCK (LATCH AND SWEEP) OPTIONS 1/4'TAPCONS or APPROVED CONC.FASTENERS INTODCONC., N •• ••• WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR I. BOTH EXTRUDED ALUMINUM AND PLA$�1L�WEdI�rANDLE• • � Nf� &VR TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUGTRBVISDD +� LOCKS ARE QUALIFIED FOR USE ON Ail IND 3. •• • escourylglogtdlh#tePlmlde 2. BOTH DIE CAST AND NYLON CAM LOCKS RE ALllIED ARr 3.FOR USE ON ALL TWO (2) LOCKS ARENREQUIRED PER EAC HVENT• • 8OQ8�'Ifido Produce Control• A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN L OAD CAPACITY(PSF).OX or XO WINDOWS # # +/-Pressures(P4 o s WINDOW Jamb H&S Glass TyRe"N' *2) 1 Glass Type"B" *Z Glass Type"C" *2 Glass Type"D" *2 Glass Type"E' *3 Glass TyRe"F" *3 q WIDTH HEIGHT Anchors Anchors +psf -Dsf +psf -psf +psf -psf +psf I - sf I + sf -psf I +paf -psf ;Fo 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 M. F o 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 o a o 0 48 24 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 FxM 60 24 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 24 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 z Z c cwh o 24 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 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 1 80.0 80.0 80.0 80.0 25 a o 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 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 o 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 y a 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 z 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 Q�H 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 Loq 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 0 o 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 W a x z 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 a 72 60 1 5 6 1 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 - - - - ] I 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 Q x 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 4 53.125 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 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 d 37 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 53.125 38.375 1 4 6 1 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 38.375 4 8 1 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 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 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 m 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 a 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 aha 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 ;104. 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 • • 95.0 86.00 •• 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.063 6 6 • • •• 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �`�y ,;•.... �63 6 8 • • 69® 95.(# •• 65.0 65.0 70.0 - - - - L' Notes * ' 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. isrnmptyiagwld+l1wli _ uOdlagCode '� .G� `. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW NmphmwNo_. LL RISER - OPTIONAL (WINDOWS WITH GLASS TYPES "A?0,0C. & D"(•• ••• • ••• ian�e-ta> 5 APPLIED HITH SILICONE 3.) SUL WITH RISER ADAPTED ARE Ft WIND0�9•ABOVE•+70.0 D$ • • ��/ �� Xv b� FOR DP ABOVE +70.0 PSF J (WINDOWS WITH GLASS T1YpW4"E, F").m 4,p0.0 DP 1W.• • e // %J` `\' \ (+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AN FRAME iIEYD &SWL ON • s •• �� \�• wlnrnC�adoPm; nir WINDOWS WITH DP ABOVIF 96SO. (SEE ELEVATION AT q1HEET 2 OF 10) s 4.) WINDOWS WITH GLASS TYPES -A, C, OR G" INSTALLED ABOVE SOFT. .� IN THE HVHZ, THE I.G. EXTERIOR LTTE SHALL BE TEMPERED. • •• •• • • • •• •• DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Lite 114-9/2-114 +/-Pressures(pso y �r. Y FRAME.SIZE r #Jamb #H S S Glass T e"B" "2 G lass Type"C" (7-2) Glass T e"D" "2 Glass Type"E" *3 Glass T e"F" *3 G lass T e"G" *2 0 O WIDTH HEIG T Anchors Anchors + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf „ 4 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 °pyo 72 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 .a 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 w d o 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m o to w 08 24 3 80.0 80.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 $ 60 36 1 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 z o d 72 36 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 Z; = q o 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o o 96 36 3 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 rn c 60 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 N 72 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 a 0 84 48 1 4 8 - 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 z 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 60 60 5 7 ---57r 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Ul o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ x 108 60 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o `" 74 26 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 in � 74 38.375 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 74 50.625 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 `Q 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��11 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 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 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 f, 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z z in 111 26 3 11 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 75.0a 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 58 5 11 •• ••• • • - • 2.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 •• •i i i w i i• •• 52.0 65.0 75.0 65.0 r5.0 U CT g ails d o Florldp 52.0 65.0 75.0 q . .... •• ••• •• • • • •• Dpiidleg Cedn ,� AccepIn ,Np Notes 1.) SEE SHEET 0 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 1 'D 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW fT ({mdDOWS WITII GLASS TYPi��rq_A�( C, & D")♦ _•�• • •c• /// /�/ /�/ H deP pctGpn 20 S LL RISER - DPTIDNAL 3.) SILL WITH RISER ADAPTELiA 09�INDOVW A�OVE•+�/O.O Dl; • • /.�' /.�" ��' I 1 APPLIED WITH SILICONE o i� (WINDOWS WITH GLASS TWES "E, &F') AND*80.0 W MAX. 1 FOR DP ADDVE +70.0 PSF ADDITIONAL ANCHORS REQUW EAL & ,ILL Qd • • :• 1� 2 I C+80.0 DP MAX.) ay 41••..... ' WRIDOWS W1TH DP ABOVFy ( ELEVAIQIf AT 2 DSO) • / �/� '� z,�a'?�, 4.) WINDOWS WITH GLASS TYP A, C, OR G" IN§PAI.LED ABOVE 30 �� i/ �«ri iiief' •" 1 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX- Un-Eouel Lite • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Life(1/3-1/3-113) +/-Pressures(psf) o #Jamb #H 8t S Glass Type"B" (`2) Glass Type "C" (*2)1 Glass Type"D" (*2) Glass Type"E" (*3) Glass Type"F"(*3) Glass Type "G" {*2) FRAME Sl�F7 o a WIDTH HEIGHT Anchors Anchors +psf -psf +psf -psf +paf -psf +psf -psf +psf -par +psf -psf e 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 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 84 24 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 3 W M q 60 36 3 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 72 36 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 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s a o a 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0 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 m 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 I 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®" 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 N e 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 C/)W a x 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 a 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 g 79.5 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 $� 79.5 36.375 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 m 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 a 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 5B 5 9 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 • -• • s • •520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • •• • • • • ••• • PRODUCTRHMED • • • • • • • • • as mayrlvin8gaN1uh9Flollda _g•,•••••• ,.,�:.-` •• ••• •• • • • •• BundinmgCbdo QQ '�4/ ->- Notes �` 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Accep an NO OCJ. 1?�" �'•,;.; 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW \� Hrn onDo Ot�(WINDOWS WITH GLASS TYPJS �•C, &D �� 121 F rSILL RISER - OPTIONAL z-7• ••• • ••• C�. wiamlbaUePm uct'nirol 120 APPLIED WITH SiLiCDNE oS.) 3ILL WITH RISER ADAPTER AitE FSR WINDOWS ABOV9+70.0 Dp(WINDOWS WITH GLASS TTPES "E,41t F AMI•+80.OS1P MAX.• • • \ I FOR DP ABOVE +70.0 PSFADDITIONAL ANCHORS REQe[ ED &iS UN 2 1080.0 DP MAX.)4.) WINDOWS WITH GLASSBOWS WITH DP OTYP A,( , OR G" I AA.ATDHEEVE 9X10)WIN IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *- �_ ALUMINUM MULLIDN FLAT 3/4'PHILS, HS-8'700 FLANGE FRAME WINDOW BILL OF MATERIALSSEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET/2 Fri, FART/ REQD. DESCRIPTION REMARKS I. MULLION TYPE,SIZE AHD MAX. FOR MAIL FASTENER SPACMG ANDNIE OPTUIIIS. DESIGN PRESSURE UURATIONS. DP TABLES FDR QUANTITY) L-7703 1 FRAME HEAD 6063-T6 ALUMINUM DW WING 6 D 8731 (ALUM.0.078'MIN.THICK) --- L-8701 1 FRAME SILL 6063-T6 ALUMINUM tNoT y Go TREKCD SPECTRUM 2 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM Try 1 j o GLAZING DEPTN NOTE:THE LOWERMULLS HALL OF INTERIOR L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM rn a O1 V' AT D LAS4 CO PoSITION -TYPE R THE WNNOOI'J OR MULL SHALL GOVERN C3 to L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM rxNDues flBBCIueTTON DerAa rAMnTATe L-7707 I VENT TDP/BDTTOM RAIL 6063-TG ALUMINUM 1 178'ANNEALED GLASS -_- 3 v y W 2 OA9I PLASTIC INTERLAYER _ __ --r� D,, UEEAPSAFE 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM Z ti C CS 3 11/8'ANNEALED GLASS ' Anld J U 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM O z LAMINATED GLASS COMPOSITION-TYPED 9 L-8702 1 FRAME SILL TRACK 6063-TS ALUMINUM nz. pq .a Q Trio[ aTAeE OSeCRIMON Del'Aa IAMINATs D85L'RIPr10N 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM �, , C I Ire•HEAT-ST RENGHTENED GLASS -= =:=--T -__ ---------------- 11 L-7708 AS REQD. GLAZING BEAD( 3/8') 6063-TS ALUMINUM px I 2 arm•PLAsitc tNrEaLarER Bey ADI E�Pve 12 FS-06 AS REQD FRAME ASSEMBLY SCREWS 08 X 3/4' PA PHILLIPS I� 3 ire'HEAT-STRENGNTENE.GLASS aw•...JJJJ p� Q S EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REQD, INSTALLATION SCREWS 814 SMS F.H./PHIL. PERIMETER CAULKING 14 L-7531 AS REQD. VINYL BlA_H 1/4' DIA.HlD.B 83033 LAMINATED GLASS COMPOSITION -TYPE S MERIOg zo rITDt otA6E DssaRmt7oN Fwd umNATe a&9CR1PTtoN 15 PVS-003 AS REQD. FIN SEAL WEATHERSTRIP .187'w x.230'h U 0 _ _ FRAME MULLING DETAIL LL t tre•FffAr-STRENGHTENED GLASS SAFLE%/1¢EPSAfE 16 PWS-005 AS REQD. FIN SEAL WEATHERSTRIP .187' w x.350'h t4 2 orm PLASTIC INTEaLAVER Y c` -� BTI sGLuita• 17 PVS-009 AS REO'D, FIN SEAL WEATHERSTRIP 187' w x.310'h �y O 3 Ire'FEAT-STRENGHTENED GLASS nstd I8 L-7711 AS REQD. GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM N C LAMINATED OIA33 COMPOSITION -TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQD. PILE 9 GLAZING BEAD .187' w x.150•h FE IT9I[ Doss D]tBCRffT[ON Dema TAVINA7'e D118CWPrlON MULLION TYPE,SIZE AND MAX. 04 W DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD. SILL RISER ADAPTER 6063-T5 ALLIM,13PTIENAL H Q t Ire•A ALEn GLASS __j NOTE:THE LOWER PRESSURES OF E 0.690'PLASTIC INTQ8AYF3i BORACITE PVD 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALIMINIM THE WINDOW OR MULL SHALL GOVERN p •DUPONr 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON E 3 Ire•ANNEALED GLASS aatd 1/4'MAX. B 12 S.D.S.X, ,/4"L SHIM (SEE ELEVATION AT SHEET J2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL h I Ly ..5. INTERIOR FOR MAX.FASTENER SPACING) 24 r 2 SILL/JAMB JOINT GASKET 1/16'CLOSED CELL FOAM r 19 18 11 A 25 FS-041 2 SILL RAIL ASSEMBLY SCREW qe X 2 1/4'P.H./PHIL. t 34 26,1 HC-044-1 2 WEEP FLAP& BAFFLE r ��11 -___ - •SlLtcatE OPTIONSh 26.2 HC- I X VEEP OPEN CELL FOAM PAD 1/2•X 1/2'X 2'L. pIV CORNING 899 27 HC-040-1 2 SASH RDLLER&HOUSING ■ 0 o SOWEE-IOREHEAD 5731 S d 33 osOD• TRQICO Sf2CTRUN 2 28 HC-026-1 1 SCREEN FRAME&MESH x GLA DEPTH 29 r 1 ATTACHMENT SCREW 8 CLIP I8 X 5/8' &AS. $ INSULATED LAMINATED GLASS COMPOSITION ON TYPE A 30 HC-050-1 2 VENT SWEEP LATCH MOLDED NYLON ITEM OLIS3 DESCRIPTION ffi__ IAMM ATB DBSCRIP17ON _l'S �y 1 1/8'ANNEALED GLASS _ ........... 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 2 0.090'PLASTIC INTERLAYER p SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 3 VB'ANNEALED GLASS Bp'S0.UTIA• SEALANT 1.ALL STEEL IN CONTACT WITH m a _ ' ' EXTERIOR ALUM.TO BE PAINTED OR PLATED. 33 ■ 2 LAMINATED GLASS See DetMs B L.H.of sheet 9 LA 4 V4'INSULATED AIR SPACE "_ - S t/W MNEALED GLASS 00 nOto 2.METAL STRUCTURES: 34 ■ AS REQD. GLAZING SILICONE See Details 0 L.FL of sheet 9 .o (S STEEL: A.=76 KSI WIN. 35 17PTIUMAL AS REQD, COLONIAL FALSE MBWTIN ALUMINUM INSULATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 18 M LAIN.THICK -0.048') B)ALUMINUM 808J-TS MON. 36 SM-5504 AS REQD. JOINT SEALANT r I TEHR ULM DESCRIPTION �'� IAMM78 DIIBCRIP7'!ON a g ` I (ALIM.0.078"MON.THICK) 37 ■ AS REQD. PERIMETER ACRYLIC CAIAK OSI PDLYSEAMSEAL n W t Ire'ANNEALED GLASS ,�•_-_:.___. 1 2 CAW PLASTIC INTEMAYER p V4' PvB E1 METAL STRUCTURE ATTACHMENT DETAH, In 3 WE'ANNEALED GLASS -� �°•�T• 4 V4'INSULATED AIR SPACE ___- •• ••• • • • • • •• 9 1/8•ANNEALED GLASS 00 -a91d • • • • • ••• •• �4`'00t lliffu.f",`t, INSULATED LAMINATED GLASS COMPOSITION TYP G • • • • • • • • Gj..••.. .;"f .� ITEM INA89 DESCRIPTION DETAIL }A�vs76�SSC�P7[DN • • • • •• 0�1 ''. 1 Ire•HEAT-SiRENGHTENEO GLASS _ ___._._ 1 ,•� b'.' 2 OD90'PLASTIC INTERLAYER - �p .vr PVB 91,P" !" .. 3 VW WAT-STREMTERED GLASS ___ -. Dr 4 1/4'INSU.ATED AIR SPACE •:• • • •:• ••• •:• PRODUCT'REVISED o _ i 5 1/B'ANNEALED-GLASS TTI t..�- • • • • w ildIng ingwllb1hB11oTlde Dugding Code QQ G(- �m 00 VINDIJVS WITH GLASS TYPES•A.F OR G'INSTALLEI*A *FT. • • • • • so • • • AcccyNnEcoN ®t;J• 1 N •' ^00� W THE HVHZ.THE LG EXTERIOR LITE SHALL BE T GLAZING DETAILS AND OPTIONS - c, fro A'77r:T11 c14lTT a �.. FRAME HEAD FRAME FIXED JAMB 911.1.TRACK o L-7703 �� L-7701 L-8702 y o x O1 O3 O9 os3 \ FRAME TOP CORNER O \ o o NeqJ to to L ts F7 od e.643 I •844 m O w xq Ase LILL R6ETAINING CLIP T f y z Q 8.631 I T" FRAME uEAn 10 vera TOP PA - - S a a 0 1.439 FRnue awe o FRAME SILL FRAME VENT JAMB L-8701 L-8703 O U Js, O y FRAME BOTTOM CORNER �E uLmxc nen. H VENT TOP CORNER 8374 VENT SPRING LATCH \ Fp4mE enr a' L�� —A6e L-7639 a q w 3co 21 yEBI Jay fLVL �\ \` W �' xO ve.l LOCK RM. �}� I AWG ;RAJF.RkME emsVENT FIXED MEETING RAIL05 TERLOCK RAIL VENT TOP/BOTTOM RAILOL-7704L-7707 SILL / MEETINL+ '068 T � VENT BOTTOM CORNER eA68 L37S-- A78 I-)4 I ti Sd ry I �B' u6S FRAME & SASH CORNER ASSEMBLY DETAILS a } g VENT JAMB RAIL SILL ANCHQ$CWIJ9 • • • • •• SILL RISER 4*lerr317 °° L-7706 L-8030 • • • • • • • • GLAZING BEAD ADAPTER O • • •• • • • • L-7711 L-8708 32 • •• • • • • •• lmll a BEADLW, •• ••• of • • IL d' a aes �A9, 11 :� ca O G's; W m r 1.460 �•�e ••. .• •• • •• ,8g8 PRODUCTRBVISBD may. 4 • • • • • • 1� avoonydytug�rlUrlhalyorWa v N�:'�"� . • 8.7� • • �y Q �( I Ha1lAlag Cado �J 08 X14— •• • • • • • • • I AcrnptanceNO fJ/lJ .L ... IFR, ••• • • • • • .773 .773+ R � 441//lllltit111f` b7 .d a 177aita P�n�udComroT� Q ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.9 • • •• •• ••• • • • ••• • •