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WS-16-1002 � t � t. Miami Shores Village ype,, f�ndow huttera 10050 N.E.2nd Avenue NE H i-per �3r4 � .afflo+stAm-k 11"111100wi(p pot _ ••••� "' Miami Shores,FL 33138-0000, Phone: (305)795-2204 amu: , IoftW,44512016Expiration: 10/22/2 1 Project Address Parcel Number Applicant 286 NE 99 Street 1132060134310 Miami Shores, FL 33138-2435 Block: Lot: JORGE ARENAS Owner Information Address Phone Cell JORGE ARENAS 826 NE 99 Street MIAMI SHORES FL 33138- 826 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,900.00 ARENAS CONSTRUCTION (305)300-3103 Total Sq Feet: 0 Type of Work:NEW 5 WINDOWS AND 3 DOOR GOING TO B Available Inspections: No of Openings:8 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-4-16-59410 DBPR Fee $2.70 04/14/2016 Credit Card $50.00 $272.60 DCA Fee $2.70 Education Surcharge $0.40 04/25/2016 Credit Card $272.60 $0.00 Notary Fee $5.00 Permit Fee $180.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $322.60 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,WIbIDOWS,D ORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info nation is curate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,1 authorize the above-name c ractor to do the work stated. April 25, 2016 Authorized Signature:Owner / Applicant / nt or / Agent ate Building Department Copy April 25,2016 1 RECEI117E • Al Miami Shores Village A F 2016 Building Department g p By 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 . 1 INSPECTION LINE PHONE NUMBER:(305)762-4949 �T FBC 20(�S - BUILDING Master Permit No. 15 \ Z�J� PERMIT APPLICATION Sub Permit No. V�s-(G- I BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP , ��ss (� CONTRACTOR DRAWINGS JOB ADDRESS: Z AG �`PP,�,C/ vt Z S-r City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: _ OWNER:Name(Fee Simple Titleholder): �? �a i' Phone#: Address: V-je) (9 i,�) C 9 City: 1'1. A kkOD£S& State: C1. _ Zip: Tenant/Lessee Name: Phone#: '-2�.Os 3O'�. Email: CONTRACTOR:Company Name: �C(..�%� `'�� V��15�.,` �`VlBhone#: Address: rr��/� C(9 St Q City: �' �F-k(J State:. Zip: Qualifier Name: aW-w- c� ��Y Phone#:,?j31 'JL'D ACY', State Certification or Registration#: rtificate of Competency#: DESIGNER:Architect/Engineer: 11 Phone#: Address: City: State: Zip: ,^�-�o® Value of Work for this Permit:$ 14KO Square/Linear Footage of Work: Type of Work: K Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ •^^w r7_Permit Fee$ I v v W CCF$ ( < ! 6 CO/CC$ Scanning Fee$ W Radon Fee$::2- DBPRR$ Notary$ 5 Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ p[ TOTAL FEE NOW DUE$ ° GO (Revised02/24/2014) 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 brochure will be delivered to the person whose property-is subject to attachment. Also,a-certified copy oftheYecorde notice of c mencementmustbe pasted of the Jo"ite for the first inspection which occurs seven (7) days after the building per is issuedn' the absence of such posted notice, the inspection will not be pppr ved and a reinspection fee will be charged. I Signature As Signature OWNER or AGENT CONTRACTOR The+foregoini instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of L- 20 by day of L-- 20 by JaRl� �� mpis pplersonally known to02c�Tv C oNZA`� 'r 'ffoKl�,per onally known to me or who has produced i L— L� �� me or who has produced�n �,,UL7,�- L'I ck:N& identification and who did take an oath. identification and who did take an oath. NOTARY PU LIC: NOTARY PUBLIC: Sign: t� Sig Print: WIr.2�� Print: s I N>IQ ^� Seal: tPpY PNotary Public State of Florida Seal: r°VY, lvarez L-4-YPI,* Notary Public State of Florida ission FF 156750 Sindia Alvarez 9103 018 ExpMy ves 09!031218ommission FF 156750 / 3 �iwkktle•�t�k APPROVED BY 10 Plans Examiner Zoning zi��/)) 1h Structural Review Clerk (Revfsed02/24/2014) ARENAS CONSTRUCTION Date:ri ��I l�(f. State of County of Before me this day personally appeared who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: � qC( ST MVWAI s'kbecs' TN-- Sworn to(or affirmed)and subscribed before me this A day of � ' 20LJ�,by Personally know OR Produced Identification Type of Identification Produced F `N VM Lk aoY pu�� Notary Public State of Florida Sindia Alvarez ` dAy Commission FF 156750 Expires 09/03/2018 nt,Type or Stamp Name of Notary s� Miami Shores Village logo Building Department 10050 N.E.2nd Avenue ALpRp► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ° Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of l.- ,20A�0_. By 30egsv- GoO��Nuzq�,-4 ca--- `4NE who is personally known to me or has produced (- (':;4JSc as identification. Notary: :oar n�� Notary Public State of Florida SEAL: Sindia Alvarez � ce My Commission FF 156750 NX My Expires 09/0312018 L PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT STATE OF FLORIDA I Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES1 who elects exemption from this chapter by filing a certificate of DIVISION OF WORKERS'COMPENSATION I F election under this section may not recover benefits or compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTION 1O CERTIFICATE OF ELECTION TO 13E EXEMPT FROM FLORIDA L Pursuant to Chapter 440.05(12),F.S.,Certificates of election to ' WORKERS COMPENSAMN LAW D be exempt...apply only within the scope of the business or trade 1 EFFECTIVE DATE: 12312016 EXPIRATIONDATE: 1/22/2018 fisted on the notice of election to be exempt. PERSON: ARENAS JORGE Ci I"I Pursuant to Chapter 440.05(13),F.S.,Notices of election to be FEIN: 650679129 E exempt and certificates of election to be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revocation if,at any time after the filing of the notice ARENAS CONSTRUCTION INCEor the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke t 286 NE 99 STREET a certificate at any time for failure of the person named on the MIAMI FL 33138 1 Certificate to meet the requirements of this section. SCOPES OF BUSINESS OR TRA l r � ICENSED BUILDING I ONTRACTOR__ DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 A<7, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 16* ' 12/07/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. L IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policypes)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 NAME: Heman Olivera Discount Insurance Network PHON; : (305)899-8755 ac No): (305)909-7098 801 N.E.125 Street AE-MAILDDRESS. insurance801@gmail.com North Miami,FL 33161 INSURERS AFFORDING COVERAGE NAIC# Phone (305)899-8755 Fax (305)909-7098 INSURER A: Seneca Specialty Insurance Company INSURED INSURER B: ARENAS CONSTRUCTION INC INSURER C: 286 NE 99 Street INSURER D: INSURER E: Miami Shores,FL 33138 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDILTR TYPE OF INSURANCE INSR UBD POLICY NUMBER POLICY MMIDDIYYXYY LIMITS F COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED ❑ CLAIMS-MADE ❑ OCCUR PREMISES Ea occurrence $ 100,000.00 ❑ MED EXP(Any one person) $ 5,000.00 A ❑ BAG-1050870 12/05/2016 12/05/2017 PERSONAL&ADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000.00 ® POLICY ❑ JECT El Loc PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ OTHER Deductible $ 0.00 AUTOMOBILE LIABILITY (EOaccid D SINGLE LIMIT $ F-] ANY AUTO BODILY INJURY(Per per $ ❑ ALL OWNED ❑ SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS ❑ HIRED AUTOS n NON-OWNED PROPERTY DAMAGE $ Per acade❑ AUTOS $ ❑ ❑ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ OTH- WORKERS COMPENSATION PERTUE ER ❑ST ❑ AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS below I DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) General contractor. I IL CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ,s Hernan Olivera ©1988-2014 ACORD RPORATION. All rights reserved. ACORD 26(2014101)QF The ACORD name an logo are registered marks of ACORD Miami Shores Village Business Tax Receipt VALID THROUGH DATE BELOW ARENAS CONSTRUCTION INC 286 N.E. 99TH STREET MIAMI SHORES, FL 33138 Business Name: ARENAS CONSTRUCTION INC Location Address: 286 N.E. 99TH STREET Number/Class: 333/General Business Issue Date: 10/19/2016 Expiration Date: 9/30/2017 License Fees: 1 General Business Office $146.58 Total: $$161.24 Comments: Restrictions: SUBJECT AND ISSUED ACCORDING TO BUSINESS TAX RECEIPT ORDINANCE CHAPTER 14. This Business Tax Receipt does not permit the holder to operate in violation of any Village law,ordinance,or regulation. Any change in location or ownership must be approved by the Village,subject to zoning restrictions. This Business Tax Receipt does not endorse,approve,or disapprove the holder's skill or competence or of the holder's compliance or non-compliance with other laws,regulations or standards. MUST BE POSTED CONSPICUOUSLY AT BUSINESS LOCATION "Miami Shores Village" 10050 Northeast.2nd Ave, Miami Shores Village FL 33138 Phone:305-762-4851 RE CE��zT 7 7 z �R14, 2M 4 MIAMI•I - MIAN ��E COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNnNISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww .miamidade.eoy/ernnoir ti 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 rUhhN RER- Product Control Section to be used in Miami Dade County and other areas wherd alla%ed by the•Authority••:• Having Jurisdiction(AHJ). • Thus NOA shall not be valid after the expiration date stated below.The Miami Dagq•AWty Produpt Contrgt•••• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade J�%wty)reserve the rigV to have this product or material tested for quality assurance purposes. if this pr4doot•or materia?•fails to ... perform in the accepted manner,the manufacturer will incur the expense of sucho* and the oANJ may* ••• immediately revoke, modify, or suspend the use of such product or material within their juriSdiCtion, REX*••;• reserves the right to revoke this acceptance, if it is determined by Miami DaQIC444ty Produat Control •. Section that this product or material fails to meet the requirements of the applicable:building colop... :0000: This product is approved as described herein, and has been designed to comply ayltk**e Florjq%jDuilding••• Code,including the High Velocity Hurricane Zone. 6.9 DESCRIPTION: Series"HS--8700(Flang"ramep'Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L870"901, titled "HS-8700 Horizontal Rolling Flange Impact Window",sheets 01 through 10 of 10, dated 05/30/09, with revision , dated 08/11/14,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 herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job s, t t This NOA revises NOA No._I2-0127.08 and consists oft s page I and evide ges E-1, rid 3; as wel L as approval document mentioned above. APPROVED DAT V 6 The submitted documentation was reviewed by Jaime D. can,P.E. NOA No.1"90,14 W7APPUCTApproval U kAExpiration Date: April 11,2017 Date: November 13,.2014 ROVEt'j _ 3,A, k= {�� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0 705.10) 2. Drawing No. L8700-01ti1, 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. Sp4q$,P.E. . . . .... ...... B. TESTS • 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9,r 2)Uniform Static Air Pressure Test,Loading pg{t C TABS 2fOs2-94 ;••••; 3)Water Resistance Test,per FBC,TAS 202-9A..' :""' ..:Goo 4) Forced Entry Test,per FBC 24113.2.1,TA£i'tR.94 ;••• •• •• along with marked up drawings and installation diagram of yah hiuminum1lorizont'dr, sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) coijftj ration,.prepared bye.:: Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI V 3849 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido•F7Font,P,-R;•• :0*•0 (Submitted under previous NOA No. 11-0705.10) 00 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 113, 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 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, 113) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI.10 30491, dated 11/09/10, HETI-10 3050, HETI-103052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NDA No.11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. RETIIO 3251, dated 04/25/11, signed and sealed by Rafael E. Ihoz-,Seda; P.-E. (Submitted under previous NDA No. 11-070S.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-090$.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (colN wup) 5. Test reports on: 1)Air Infiltration Test,per FBC,TA_S 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,TAS202--94 •• . . .... ...... along with marked up drawings and installation diag4%A ;of 8 limens .• of an aluminum horizontal sliding window,XO configuration,•p�apared W-Hurricano•• • Engineering & Testing, Inc., Test Reports No.'s HETI-089-2, HET148 2034....; HETI-OS 2035, HETI-082036, HETI-08 203'x,•*00*0 0• + ••-45203$ • •' HETI-08-2116A and IiETI98-2116B, dated 02/28/08,.gamed and �ed IU:..-too* Candido F.Font,P.E. (Submitted under previous 49(0 No. 0"706.0.9... •• 6. Test reports on: 1)Air Infiltration Test,per FBG,TAS 202 9it••••• •• 2)Uniform Static Air Pressure Test,Loading ter FBC TABS 2=-94 • 3)Water Resistance Test,per FBC,TAS 202-9.j• .... ;••••; 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 FTI -3097, FTL-3098 and FTI-3364, dated 12/06101, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted uuderNOA No. 02--0227.05) C. CALCULATIONS 1. Anchor verification calculations and stnictural analysis, complying with FBC, prepared by Lawson Industries,Inc.,dated 05/28109, revised on 07/10 and updated on 01/25112,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM B1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATFJtIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04111/13,expiring on 12/1.1/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2817 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTR UED) 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 Fj8C stn EdQ� 2014..... issued by manufacturer,dated 09/02/14,signed and sealed by*tants J. Sotw%.P.E. .' 2. Department of State Certification of LAWSON INDUSTRINiS;fKC. aw kor profit•• • corporation, active and organized under the laws of the 4SWe"of Florida, datdd...: 04111/14 and filed at the Secretary of State. '••• . .... . ..... 3. Statement letter of conformance, complying with FBC 2010..datrt101/25M,signed:..' and sealed by Thomas J Sotos,P.E. (Submitted under previou&NOA No.-144127.OA)...;• 4. Statement letter of no financial interest,dated 05/20/10, signal iottseaied by Thomas J. Sotos,P.E. (Strbmifted tinder previous NOA No.?"J27.09j*•*• 5. Laboratory compliance letter for Test Reports No.'s HE!j-.16;3047,.HUTI-1Q•00•; 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, )`LETT 10-3051, $ETI- IO 3052% HETI-10-3053, HETI-10-3056, HETI-10-3057, B ETI-10 3130, HETI-10-3131, HETI-10-3223, RETI10 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 NOA 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. (Subinitted under previous NOA No. 11-070S.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08-- 2034, HET1482035, HETI-08-2036, HETI08 2037, HETI-08-2038, HETI- 08-2116A and HETI082116I1, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F,Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL--3097, FTL--3098 and FrL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28102,all signed and sealed by Luis Antonio Figueredo,P. E. (Subinitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson industries, Inc, for their Series "ITS-8700 (Flange-Frame) Aluminum Horizontal gliding Window LK.I.", approved on 03/29/12 and expiring on 04/11/17. /1- Jaime ' Jaime D.Gascon,P.E. Product Control Section supervisor NOA No.14-4908.14 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 REQUIREMENTS OF THE: 2014 FLORIDA BUILDING CODE INCLUDING HIGH '0 ct / \ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-•02. THIS PRODUCT m a \ IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING aI V U c RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS p to Q f3 OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 0 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED TIIESE MAXIMUM SPACINGS ON CENTER 3 y rA z (O.C.), AND AS TABULATED ON SHEETS 6, 7, or B. z o o C7 B B1 8 B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE z q ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND ' —" T0.HE REVIEWED BY BUILDING OFFICIAL, tttsss�� X0 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES C7 NOTE: TABIHATED HEREIN (SEE SHEETs #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE 1 REFER TO 9HERR 2 OF 10 FOR DETAILS TION ANCHOR 'RIFEILS AND NOTES. LAMINATED INSULATED GLASS TYPES 'TABULATED HEREIN SEE SHEETS B 7 or 8 23 FOR VERTICAL CROSS.-SECTION DETAILS "A, Al,D, &DS"REFER 1b SHEET q3 ( � � )• 3) FOR HORIZONTAL,CROSS-SECTION DETAILS "C, D. &E"REFER TO SHEET 04 8.) WINDOWS WITH GLASS TYPES "A, C. OR 0"INSTALLED ABOVE Sort. 4) REFER TO SHIRT 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. A Al 7.) SEN SHEET 4 FOR LACK DETAILS & OPTIONS. d 8.) SEE SHEET 9 FOR GLASS TYPES. + - 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. m O 10.) SEE StWO.1' 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. \\ // Il.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL ESTE "XOX" WINDOWS. a O 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS BEE SITYNOMS 3, 4, or 9. C �,\�. ••�\� �j,/.• 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARF.OI'TIONAI.& AND ARE pPPIABU W/ SILICONE H C 00 E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED A (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SKEET Q3, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE.WITH THE 2014 FHC CHAPTER � B B 1 24 SECTION 16.) APPROVAL APPLIES x TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. S 16.) SEE SHEET# 6 FOR MUIIAON/METAL ATTACHMENT DETAILS,NOTES& OPTIONS. $j 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED �(OX —Equal Lite (1/3-1/ 71,M WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION 1N BETWEEN ARE ACCEPTAKA BUT c E NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL,APPLY TO THE t REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. ffi 2 FOR VERTICAL CROSS-SECTION DETAILS "A, Al, H. & 81" RF.FL''R TO SHEET S3 18.) ALL METAL,,/STERE IN CONTACT WITH ALUMINUM OR OTHER DISSLMIIAR MATERIALS TO BE bd 3) FOR HORIZONTAL CROSS.-SECTION DETAILS "D, & E"REFER TO SHEET p6 4 4 4)REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MELT SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG, CODE. 1/41 E n E .. ... . . . . . .. B B1 • • •• • • • - • ,oa1mtlesulh�lo� XdX _ Un--Equal Lite (1/4-1/2f4j NOTES: "R I) RFFF,R TO SHEET 2 OF 10 FOR INSTAII ATION ANCHOR DETAILS AND NOTES. • ••• • ••• • PROD e1' .VISF.D cf 2 FOR VERTICAL CROSS-SECTION DETAILS "A,At, D. &D1"REFER TO SHEEP#3 • • • • • • nyly v1d�IhuFloride 3) FOR HORIZONTAL CROSS-SECTION DETAILS b,& R"REFER TO SHEET 06 • • • ••• • ••j'•id{W 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • •• • •• ��ce1+enc 'o "� ,!!,Y,R,•F,� SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW •• • • • ""'� �` t ^�G� '° APPROVED ELEVATIONS Alamlt)d ircanc�co,a,ot' T''""z" a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEST UNIT SIZE: IIt'X 63" # 85 3/8. OVERALL FRAME WIDTH TEST UNIT SIZE:74'X 83" 74. OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8'INTERIOR FRAME WIDTH- INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH-- O i (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)6 AT FRAME HEAD vp ADDITIONAL ANCHORS (l4 AT FRAMF, BRAD IF DP ABOVE 70.0) RF [RED A7 NEETMG RAILS (8 AT FRAME HEAD 3F OF ABOVE 70.000IRED AT MEETING RATLS O FOR UNITS WITH DP AHUVE (A)6 AT EA.FRAME SILL R UNITTS WITH pP ABOVE O A (B) 10 AT EA.FRAME SILL A Al .-4/- 70PSF a TOTAU s/- 'OP (4 TOTAL) o q 7 (14 AT FRAME 81LI,IF DP ABOVE 70.0) S' (8 AT FRAME SILL 1F 1)P Al10VE 70.0) A Al •„-{S• m (C) 6 AT F.A. FRAME JAMB i!0. 4• w7a—i (C)B AT EA.FRAME dAMA i 4 1/2'+- IY •SEE GENERAL NOTE g3& g4. ( .9c) .SEE GENERAL NOTE gD k ga. �(UAxAoc)1— '} flax•0.0. F,.<W [� w ''�p�L Q id M .O. dlh Me idth ,,� 24 1 •) 3 , 13 If�•U.C, ya f w 13 1/�'O.C. Z 9 fir; 12 nD 13 I/4•UG ' .__ ._.._,i__p 13 l/4•U.C. O _ 4 �Dc. B .B1 � 13 314•Dc• a, p $& L ANCHOR NOTES, L SAME pp��SPACINQ AT HEAD L SiLL f 1 TMT F L�4�AL F,SAME ANCHOR SPACING AT HEAD 4 SILL NT AL C7 P.TWO ADOIT1aNAL ANCNQRS RF.OUIRF.O yg t,�p7 L' TWO ADDITIONAL ANCHORS REOVIRED CpLpN AT MEETING RAU.S FOR UNITS WITH BILA LS L AT MEETING RAILS FOR UNITS WITH ��En V� I*. m DP ABOVE•70PSF/-75MF N TOTAL) BP ABOVE s/-70PSF(4 TOTAL) VA AI.. FIpT�� "10X” WINDOW EQUAL LITE "10" 41NA W E U LI Yf'RTICAI.CRASS-SECTION DETAILS•A,A1,B,6 BY AT SHEET 43 TEST UNIT SIZE: Ill"X 63' 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,t F.'AT SHEET 05 NOTES! �OX IZF+VERSN,'D I.SEE VERTICAL CROSS-SECTION DETAILS-A,At,H,t BI•AT SHEET 03 y INSTALLATION FASTENERS Ilr -- III.OVF.RAI.I.FRAME WIDTH ---------'-•--- P.SEE HORIZONTAL.CROSS-SECTION DETAILS'C,)J,A£•AT SHEET 04 C6B (A) 10 AT FRAME HEAD lm• INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF BP ABOVE 70.0 TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al FOR 3UN�I°TgAWITTHETOPIAHROVES (14 AT FRAME BILL IF DP ABOVE 70.0) �-.4�' ./-/oPSi'a TOTAL) - SERIES-8700 HORIZONTAIf SLIDING.,..,_,—�I�T)(�W (C) 6 AT EA.FRAME JAMA ,tyAtL7) ) • -- 411— tyAti 20.cJ . FRAME , t *SEE GENERAL NOTE A3& ga. FLANGE FRAME ELEVATIONS - L.M.I, -- --' -- Mox.mi.o.VIM M'� D.L.O.{'A Ih I m ZA 3/8',b 1�,A�_ 13 1/444.O.C, -• t' / VN � u / 13 1/4.O.C. � iu �--i�> > (i $ � • •• • • • • ••• • bf}Trrillllr71// CO I m � —VV :gid ) • • • • • • • • • ,.: x ca`:�.+.,:. 4 _j- • •O• • ••• IIROAUC�iccylSOl) ~ d - •`v ANCHOR MITES, • • • • • +ryj{11 o - ' ' [[,�(�tt IDT. ppII,,$gEE ccpLpW T N$ARE • • • ••• • PIYU I lho FldlitlD I" 1.SANE ANCHOR SPACING AT Hfp➢t SILL�\ / APPLIED VIILICONE AND ARE AV�AABLE •• • • • • • • U"'!'D/{'da �"'•C�L•�� F7q} 2.TWO ADDITIONAL ANCHORS REQUIRED� AS tD'TmNAL. Ac• Anv °..•/ _ MEETING RAILS FOR UNITS WIT,OP • •• • •• 1� - ABOVE+70PSf/-7SPSF C4 TOTAU "XOX" WINDOW — UN— UAL LI'I'F •• • • • uP3WMt 1.SEE VERTICAL CROSS-SECTION DETAILS•A,AS,B,t HI'AT SHEET 03 i;l•.. -� 'E.-•�• " 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,t E'AT SHEET 0Sa1iu,Ili7a6cPrpdn<I(.'olitmt ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • METAL. LATH O #14 SMS. FOE 7.LE\' -'ION t7 SHEET # ` -Y & TO IE REVIEWED HY INEE OFFICIAL (TVP.) \ !0 HE SKCR ISH BY OTHEI ECTEORTG.C. (SEEIE E.E V/ 1 1/4• MIN. MBEDMENT IP i0 CUNL, I:XTLRIOR GRA IE PLYWOOD SHEATHING MIN. EMBEDMENT INTI 1 WOOD SPACI BLD CSF£ CLEYA"'ION f i SHEET #,. 1. ALL JDUD BUCKS ENG[NEEREC F.PARATF.I.'f EYATII&1 AT SHEET #2 � '� X. FASTENER SPACING> 1 !/3' MIN. 2. WOO) BUCK AND 'RAKING <NCT BY LAWSON I IDT HY L WSi IN INDUSTRIE;, INC. — -- INDUST;IES) MUST SISTAIN LOAD` IM°OSED E]rte DISTANCE 'Y r• '° 1� q p d ,4 _ BY THE GLAZING SY'.TEM s•. M*0 C.) pb M v .a 1 MIN. c P n E� aEt•BEDMENJ.•vd42� �• o q4 f 1 OV M N. J z ��N ___�.� �� '-___ _ .•'iy�Y. � A'�,: �S 6 IC's F W ' E}:7E12IOR�2 kADr-- 12 1/4'SHIMS ACE i t °: �� I X (GHdl.TMPBEOJ PERIEIETF. CALLKING r- (TYp tilt• s'. r' �.. ;4 cn�uct 'Na imi avnrEa HI I MAX M �-�, SH14 SPACE 4s a C A 3 'LAWSDN INDL;TRIES', CYR) (�f TO BE APPLIE D BY OTHERS O j i' P II (TYPJ CL:AR SILICIIP E ADHESIVE 1 XTERIOR �� NE. i1 BE)DING COMPI IIIND I P o t INTCRIOH LAS � ,� I• � p. 'I {i� L�1 it �' ' � {� - tl a Q8 F.}:17RIOR — INTI RIOR W y I — ALTEFMATE DETAI_ f 1 a z j L LAMINA"ED GLASS I 1� 4 W?U s a ( '1 �� - x(101) FRAME INSTALLAT ON, D TAI 6 arl �Z I IM DOW INSTA]LATION NO 0, 3 l I li i L T!IE WINDOW FR � FLANGE T I B6 BACK-BE:II*:D V/ AN I%T, 's 2�� IE 1- 20 G?ADE CAULK TIMRDUGHOUT TH: ENTIRE PER METER OF FLINGS .S I !� ; B' WINDOW INS CALLER (TYPJ !t SI.L RISER - 0"TIONAL _ ' �• I�j Af PLIED WITH S LtCWE R. T fF. EXPUSED E(T. PERIMETER OF THE WIND IW FRAME TO I b: SEALED W/ AN APPROVED EXTERIOR GRPDE CAULK SEE DP CHARTS ON 2 I I SI EETS #4, B5. & 06 H( IITHFRS (TYPJ • WI'.BN THE CAP IETWEEN THE YINDOW FRAME AND THE DU:K OR 2E! �1 i 2t 10 J 9 32 13 HAS WRY 13 LM PECAN I/9%SI IMS ARE 140T iEQUIRED. 'CHORS NO FXTERIOP. GRADE- ^C EX'. " ` •• •• ANjHffRS Tli BE 1112•SMS f(�WD. SCREWS 'NTD WOOD, [R PC CAULKING s _ CA 1LK �' r 1/• I�P(�NS1 c•AF•KONED COt4C. PASTES ERS INTO CO IC„ -- — --t WI i1 A MINiE#Jh f�lF Z 1Pb•' P:NETRATIIIN I VTO WOOD OR L _ _ • CC9C.�RF:EF4T);l- D TAHVI S FOR 4UAN"ITIES RFCUIF ED) ,t <F A ^~ 4 1/4'MAX • •• •• t• •• ...1/4 MAX. d SH[M SPACF� ° 4.• •d. SMIM SPACE ,^;3 ° d d n b `� fT'P7 . ° (TYPJ N•• r,,`. MIN n ! 1/4' MI i..• EMBED TENT '•4,0 d EMBEDMEA T, °- d. 4 • ••• • ••• • piton y.9'xEivlSBot•"` d. a d 4.d d m sT witls ttm FI,ddu - 0 L d n'°.f..v V d_ d a� a 'd • • • • • • u �• ifi T E1 1/8' MIN, _ • • • ••• • �mJrg �-10 1 • 12,-DGE DISTANCI o • •• ' LpTI •• • OFT ONAL SILL INSTAL • • •tIy.__,�.,;�,, ! �1,�ETA[L�'� "XO or� tliara�wadal9od w.aui A ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• ••• •• •• •• •• • • 1. ALL WOOD DUCKS ENGINEERED SEPARATELY 2X WUDD BUCKS & TO BE REVIEWED BY BLDG, OFFICIAL (TYR) BY DTIIERS (TYF,) P. WOOD BUCK AND FRAMING (NUT BY LAWSON �'NDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERICR FINISH— BY THE GLAZING SYSTEM (BY UTHERS) w -PT. WGI,D BUCKS V) 21 23 LAMINATED GLASS °m0 0 4' MAX. 33 SILICONE ADHESIVE 1/4'HAX #14 S.M.S. W/ 1 114'-- Si" YSPPACE BEDDING COMPOUND SH114 SPACE MIN. EMBEDMENT I14TU WOGA (TYP) INTER104 (SEE ELEVATION AT SHEET #2 7 17 34 FOR MAX. FASTENER SPACING) 2X C), •1/4' TAPCal, W1 : 1/41 1 1/41 MIN.- MIN. -'MBFDM- 11TO CONC. -(SEE ELEVATION ION ,%T SHEET 02 E DHENT FOR MAX FASTENS R SPACING) 12 ix lEBMI -4 76 DISTANCE E" 1 /4' 17 811 TDGE F RE_ADIS EI MDME--------- DISTAS:E EXTERIOR WALL FINISH 7f 4 Im BY OTHERS (TYP.) ...... ,14 4 EXTERIOR co STUCCO OVER METAL LATH NAILED TO EXTERIOR PERIMETER GRADE PLYWOOD SHEATHING EXT.GRADE SPECIFIED BY ARCHITECT 13R G.C. CAULKING NOT BY TO BE SP ' (EXTERIOR FINISH BY OTHERS) TO BE LAWSON APINDUSTRIESPLIED ,BY OTHERS 73' MAX. NOT BY LAWSON INDUSTRIES,INC. (TYP,) WINDOW FRAME BUCK WIDTt-,---- 74' MAX.WINDOW ERAME FLANfiE "10" WINDOW EQUAL LITE "OX- REVERSED WINDOW INSTALLATION NOTES 3 0 3f p 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED AN EXT. 4 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE yy BY WINDOW INSTALLER (TYR) 2, THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SCALED W AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) U221 • . . . . .. WIIEN THE CAP BETIleEN TI&WiND& W.AW AND OWABUOK OR MASONRY IS LESS THATO 1/8", SHINS AH14H0IDRERUIMD.0 0 0 AN HORS NOTE:*** • 0.0 ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CUNC., r ;kit WITH MINIMUM OF 11/4' PENETRATION INTO WOOD OR Tl. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT ILIND19 CnNC, (REFER TIETD OIBLES F[t. QUA?ft:AS REtIRED).% LOCK$ ARK QUALIFIED FOR USE ON All WINDOWS. –A 0 2. BOTH DIA CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 0: 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 00 0 0 0 ny .4i T3wla,,a."i DESIGN LOAD CAPACITY(PSF)--07 or XO WINDOWS # # +/-pressures( )1: a WINDOW Jamb H&S Glass T "A" "2 Glass Type' '2 Glass T "C" "2 lass Type"D "2 Glass a"E' .3 G as T "F" "3 WIDTH--- HEIGHT Anchors Anchors + sf - sf + f of + sf - s + sf + sf + sf - f ;S $ 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. 80.0 n o y 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 N 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 81 N q o 60 24 3 6 65.0 5.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 v 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 w z 24 30 3 .0 85.0 .0 65.0 70.0 70.0 70.0 70,0 0. 0.0 8 .p 80.0 z $ 36 38 _ 3 4 65.0 I 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 '2 g o g 48 36 3 6 65.0 65.0 65.0 p 70.0 70.0 70.0 7 .0 80 80.0 0.0 80.0 0 60 36 _ 3 6 65.0 0 65.0 65.0 70.0 70. _ 70. 70,0 80.0 80.0 0.0 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 1 65.0 65.0 66.0 70.0 70.0 70.0 70,0 80. 860 80.0 80.0 oI 36 48 _ 4 4 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.6 80.0 8 .0 80.0 80.0 1 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70,0 70.0 70.0 $0.0 60.0 80.0 80.0 U 60 48 4 6 65.0 65.0 1 65.0 65.0 70.0 70.0 70.0 70.0 60.0 80.0 80.0 80.0 ❑ z 72 48 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 N 5 .089.6 70. 0. .0 8 . 0.0 0 'a s 36 60 I 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1 80.0 80.0 80.0 x 46 60 5 6 65.0 65,0 65.0 65.0 70.0 70.0 70. 70.0 80.0 1 80.0 80.0 80.0 c 60 60 5 6 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 0.0 80.0 80.0 80.0 a 72 5 6 .0 65. 70.0 70. - - - 00 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 0.0 $0.0 IS 37 26 �° 4 65.0 65.0 65.0 65.0 70.0 70.0 7 . 70.0 $ .0 80.0 0.0 80.0 53.12 26 3 6 65.0 6510 65.0 65.0 70.0 70.0 70.0 70.0 80,0 80.0 80.0 80.0 74 65.0 65. 6 .0 65.0 70.0 70.0 70.0 72,0 80.0 80.0 80.0 80.0 293 4 4 65. .0 85.0 70.0 0. .0 0. 8 .0 g d r 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70. 70.0 70.0 801 80.0 80.0 80.0 53.125 38.375 4 6 85.0 66.0 65.0 65.0 70.0 70.0 70.0 70,0 80.0 80.0 8 .0 80.0 �g ~ 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70,0 80.0 80.0 80.0 80.0 265 60,626 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 --8670- 80.0 0. 80.0 37 .625 5 4 65.0 65.0 65.0 05.0 70.0 70.0 70.0 7 .0 80.0 80.0 80. $0.0 e 53. 25 60,625 65.0 65.0 65.0 70.0 70.0 T0.0 80,0 0.0 80.0 7 5 8 5.0 0 0 70 26.5 68 5 4 65. 65.0 .0 65.0 70.0 70.0 70.0 70.0 8 .0 0. 80.0 80.0 $ �° 37 56 5 4 65.0 65.0 66.0 65.0 70.0 70.0 70.0 7 .0 8 .0 60.0 80.0 80.0 53125 68 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 .0 60.0 $0.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 . 6 4 65.0 1 65.0 65.0 7 0. •• 70.0 --TO-6- 37 37 63 6 4 65.0 65.0 65.0 65.0 70.0 • • •70'0 • • 0 70,0 80.0 80.0 80.0 80.0 ,�Y4444444,r;L 53.125 63 6 6 65.0 65.0 65.0 65.0 • 70.0 • • •70%0 • **4170.00 70.0 80.0 80.0 80.0 80.0 y°... ......... 74 63 6 8 65.0 65.0 65.0 1 65.0 • •.0. • • -•• - - - - Notes t 1.) SEE SHEET 0 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. uswuyilylu�vllkQwNwid 2.) STANDARD SITS.USED ON WINDOWS WITH +70.0 DP AND BELOW ul fin Co u � IL S (WINDOWS WITH GLASS TYPES -A, B, C, & D-) ��^ o°o1•O LL RISER - OPTIONAL • " N; 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP ••• •'•yy •:• �! • • "yirNioiJnto/ 7d APPLIED VITfi SILICONE DNE (WINDOWS WITH GLASS TYPES -F, & F-) AND +80.0 DP MAX. • • <7A • i\;• •�� jy�lwa `;. i FOR UP AHUVE +70A PSI' •• ✓ • • • • 4iv4Spnital9o(i. r 1 4+80.0 DP MAU ADDITIONAL ANCHORS REQUIRED AT FRAME BEAD& SILL ON gg &kr WINDOWS WITH DP ABOVE 70.0+ ( 4.) WINDOWS WITH GLASS TYPES "A, CE 2 O) OR Q INSTALLED ABOVEOFT ••• •• • i ••• �\ �i s'`'rrrtt44e r r IN THE HVHLL, THE I.G. EXTERIOR LITE SHALL BE TEMPFRFD. Dx Z9 q Or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN OAD CAPACJ _ -XOX WINDOM with Un-E ual Lite 1!4112-114 +1-Pressures s y o FRAMES #Jamb #H&S GlassT e" ) GlassT a"C" *2 GlassT e 'D" *2 Glass e 'E" *3 Glassa *3 Glass Type"G" *2) WIDTH HEIGHT Anchors Anchors +psf I -vsf +Def -osf +psf -psf I +psf sf +Dsf -psf +DO I -psf 60 24 3 7 80,0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a ao `• 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 5210 2.0 5.0 75.0 eo 84 Z 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52,0 2.0 65. 75.0 d a 96 24 3 1 80.0 800 80. 0 65.0 7 .0 75.0 52. 2.Q 75.0 'm 08 4 1 5. .p 75.0 60 36 3 7 80.0 80.0 80.0 0.0 5.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3, a 72 8 3 7 80.0 80.0 80. 80.0 65.0 75.0 65. 7 .0 52. 2.0 75.0 cz _ z 84 3 3 8 70.0 75.0 7 .0 5,0 75.0 65.0 75.0 52.0 65. 75.0 i6 21 o •• 96 6 3 0 70.0 75.0 70. 75,0 65.0 75.0 65.0 7 .Q 5 .0 2.0 75.0 of 108 36 3 11 - 534 52. 65.0 75.0 65.0 75.0 2.0 52.0 65.0 75.0 60 4 4 7 70.0 7 .0 70. 75.0 65.0 78.0 6 . 76.0 5 .0 2.0 65.0 75.0 72 48 4 7 70.0 75.0 70. 75.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 a `� 114 48 4 8 52.0 62.0 65.0 76.0 65.0 76.0 62.0 62.0 66.0 75.0 86 $8 10 52.0 52.0 6F0__ 7 .0 65,0 5.0 ,p 2.0 85. 75.0 108 48 4 11 - 52.0 52.0 65.0 78.0 65.0 7 A 6210 62. 6510 75.0 N 5 72 60 5 7 62.0 52.0 65.0 5.0 5.0 .0 5 2.d 5. 75.0 0 84 0 5 8 52.0 52.0 65.0 76.0 65.0 .0 62,0 6 .0 65.0 75.0 W S 96 60 5 10 52.0 52.0 66.0 76.0 65.0 75.0 52.0 2.p 65.0 75.0 108 60 5 11 - 62. 52.0 66.0 75,0 6 .0 50 2.0 52.0 65.0 75.0 c 14 263 80. 80.0 80,0 8 .0 65.0 .0 6 .0 7 .0 62. 62.0 0 75.0 Ul w 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 76.0 52,0 2.0 65.0 75.0 to 74 60.625 4 7 70.0 75.0 70.0 75.0 .0 75.0 66. 6.0 2.0 2.0 65.0 75.0 x 7 58 5 7 52.0 52.0 65.0 75.0 6510 75.0 62.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 79. 8 3 8 .0 6.0 .0 75.0 62.0 6 .0 75. 79. 375 4 9 52.0 2.0 65.0 76.0 6 .0 75.0 52.0 52.0 65.0 75.0 S 79.5 60.625 4 9 52.0 52.0 66.0 76.0 65.0 75.0 2,0 52.0 65.0 75.0 79.5 58 5 9 52.0 5 .0 86.0 75.0 85.0 7 . 2. 0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 $2.0 52.0 65.0 75.0 106. 11 2. 65.0- 76.0 106.26 38.375 4 11 52.0 52.0 65.0 76.0 65.0 75.0 2.0 52.0 86.0 75.0 16 106.25 50.625 d 11 52.0 52.0 5.0 75.0 65.0 75.0 .0 52.0 65.0 75.0 $ 10 . 5 68 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 66.0 75.0 2 11 3 1 32.5 5. 7 .0 5. El 38.376 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 50.625 4 11 $2.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 58 5 11 52,0 52.0 7 0 . • 66•(1 75.0 52.0 52.0 65.0 75.0 1152.0 62ff• • .0 p 76.0optlaaaasr;,. b C • ice ury>tYhagwlUetd¢Florida �:,.•• . •• •• 4 1 • • • nangcv"Iu. Via, NO(PSAc 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIIJCONE OPTIONS. 2.) STANDARD 31L4 USED ON WINDOWS WITH +70A DP AND BELOW (WINDOWS WITH GLASS TYPES A,B, C. & D") • •• �� •fi • yj{i;yikadilibducaCon O SELL RISER - OPTIONAL 9.} SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70A DP • • • '//• j/.�' • /f' ! I APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F) AND +80.0 DP MAX • • • ��• •�� •• a✓/• I(�. t FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON •• • • • • • • • • I`l`"" I (+50.0 DP MAX) ' WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) ••• • • _ �� i 'da Y 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. - erj:rar awe: IN THE BUZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Un-Equ6I JAU fa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-113-113) +/. res sl) o r, FRAME SIZE. #Jamb #H&S Glass Type "B" (*2) Glass T pe "C" {*2) Glass Type"D" (*2) Glass Type "E" (*3) Glass Type"F"(*3) Glass Type"G" {*2) '� y 0 - 1 WIDTH HEIGHT Anchors Anchors +psf -psf +psi -psf + of .psf +psf .psf +psf .psf + sf _psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M H 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 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 01 60 36 3 7 70.0 75.0 70,0 75.065.0 75.0 65.0 75.0 52,0 52.0 65.0 75,0 Z 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 -54 84 36 1 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s d 6 48 4 7 - 52.0 52.0 .0 75.0 .0 75.0 52,0 52.0 65.0 75.0 (� g 72 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 55.0 75.0 a 60 60 5 7 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 80 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o 53.T2-5 2 3 80.0 80.0 95.5 50.0 667 5.0 M.0 75.0 32.0 62.6 65.0 75.0 53.125 38.375 4 6 80.0 80.0 8010 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a x 53.125 50,625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 0 53,125 6 - 2.0 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 7to 5.0 52.0 52.0 65.0 75.0 00 a 74 26 3 9 87.0 80.0 80.0 8 .0 65.0 7 .0 65.0 7 .b 52.0 52.0 65.0 76.0 j 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 a 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 79,5 26 3 9 80.0 80.0 80.0 80,0 65.0 75. 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75,0 52.0 52.0 65.0 75.0 4 g 79.5 58 5 9 _ 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - 2.0 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 1 75.0 5210 52.0 65.0 75.0 7a 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.Q 65.0 7 .0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0• 650• • 95.4 • • 25.0 75.0 1 52.0 1 52.0 1 65.0 1 76.0 . • • !A_ 1'RODUCi'Rg13V199D "Y 4 .. ••• 04 • • •• HuOdtuBdatvl0i IhuNlur{f4i P^. Notes t 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. LcMtMco Q // 'r"�• u � 2.)STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND DELOW \� /� ��' ! add a1 (WINDOWS WITH GLASS TYPES "A, B. C, & D•) • ••• �� •\\\` %� tsr. ` ' ?,' ! SILL RISER - OPTIONAL �:• ianN�dlo Ym(ucl c'�ilml 20 3.)SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE 170.0 DP • • • • \� % t s APPLIED WITN SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80,0 DP MAX. • • • • ✓✓• • i i FOR DP ABOVE +70.0 PSF - ADDITIONAL ANCHORS REQUIRED AT FI"E HEAD & SILL ON • • • • •_• I� z (+90.0 DP MAX.) ti WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) •• • • , 4.) WINDOWS WITH OLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. _ �� i�j .•§ IN THE HVHZ, THE I.G. MCTF.RIOR LITE SHALL BE TEMPERED. 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'XMV ONv 3215 No nii 33s b£ ,A, i4.ri} SAaVAga NOIJ.d1aJS}I1 'abda �b1P/d 14 }PdSA Z9 133N5 lY NOLLYA113 335) a0!S'ivh0addtl N011lnhN 335 _ S"1t11,LY11 AO TII1I MOQNIA r'I)Md SJNV'Id 0040-SII 5dtsas,/8 X Lila Notivlx wnNlrmly st £ tt J FRAME HEAD FRAME FIXED JAMB SIN,TRACK L-7703 — 1,-7701 L-8702 jFM111E � Y O1 ® \ FRAME.TOP CORNER c --•1288—` I/l�� v �{ P eb93 sj� ___..._._ SILL RETAINING CLIP --a6e L-8705 y 8.661 nWiE HEAD $ a r 10 VEO TOP BALL o6 d EBBtd�JAMB FRAME SILL FRAME VENT JAMB L-8701 L-0703 +I6 !. me oa .799 C) FRAME BOTTOM CORNER ER c._rnae r y,EAJLTOP CORNER tw1 � VENT SPRING LATCH �\ off; � }y L-7638 _-,068 , A aae 29 B 3 A'6NT.O.RALIn •� C L839 v[wr LOCK RAA —em s x b9B ~LVENT-77 INTERLOCK RAIL FIXED MEETING RAIL L-77Q5 L-7704 VENT TOP/BOTTOM RAIL 1 O L-7�7707 lghg O O M ,�L FRAME SILL �ME.FTIt jQ RAMI" 4 .o6a 8A68 83 y37 VENT BOTTOM CORNER b79—1p ,06@-+ L169 � FRAME. & SASH CORNER ASSEMBLY DETAILS ¢ VENT JAMB RAIL SILL ANCHOR CLIP •• •• • • • • • •• L-7708L-8830 • • • • • • �1L1.RYIRR atsll;Itee • GyAZ[Nf�iJEAtD • dDgPT1iR tt;t �+�•y� $ • 9i•77.1 • • • i•8i1O8 s �� ? ,;�i. 32 GLA'LING BEAD • • • • • • s L-7708 •• •18 •• • • •• r' r IASO ._A� -T '. 'eyp. . . ,>ItOITUCI'R13VIS80 • •• • I • • f na comµlyiug udlh fM Viwida .: 8.799 • • • • • • Uu11dA�Codc ,r�,.i_�^';�,7"+.�•�� ,'- • f • li�iimi]uvUdtu � 0.�`ie° c �`;,,� .' ."0:— x.773+. .)att;I�odnci Coni�l-- A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMF[�4DE MIAMI-DARE COUNTY,FLORIDA MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strecr,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.ndamidade.m4ec080mv. 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 buildwegde. This product is approved as described herein, and has been designed to comply 4ith.ths Florida?�r�lding••• • 0* 0Code,including the High Velocity Hurricane Zone. •••••• 00:0 ••••�'r e DESCRIPTION:Series"La Porte" W-0" Oatswing Glazed Aluminum Frene;0;sms—L.11'L16 • • APPROVAL DOCUMENT: Drawing No. FD 2003,titled"La Porte—lmpact F>JncWQut—SUGag:Door", ..• sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the la ;V ryvision" " datede.. o @:•0. 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dade.C%Wfy ProControl..•••. Section Revision stamp with the Notice of Acceptance number and Expiration date/by the Miaini—Dade County Product Control Section. i • • • see**: MISSILE IMPACT RATING:Large and Small Missile Impact Resistant :•0 0•' '••.. :•••• LABELING: Each unit shall bear a permanent label with the manufacturee's name or logd alty!state, series,and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been .filed and there! ''been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.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. a NOA No.14-8908.07 MIAMEt 1DECOU W Expiration Date: June 05,2018 ® � Approval Date: May 07,2015 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 1"202.03) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets O1 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 aluminuf,.QAswing..... French door, prepared by Hurricane Engineering & Testing,*iRZ.,-Test Rasp®pts No. HETI-09 2623, HETI-09-2645, HETI49-2624 and HEIN•-p9-2646;Issued on•••0• 10/22/2009,signed and sealed by Candido F.Font,P.E. 0 (Subnthred under NOA No.10-0128 ....04) • :00.:0 ..... . 3. Test reports on:1) Air Infiltration Test,per FBC,TAS 202-94•••.• :000 ..%.0 2) Uniform Static Air Pressure Test,per FBC;CTAS 202-94o• ••••;• 3) Water Resistance Test,per FBC,TAS 202-9A.': ' 4) Forced Entry Test,per FBC 24113.2.1 and TA$202-�4••:• :*008: along with marked-up drawings and installation diagram of.fildminum.QutswinV••': French door, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, AETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted underNOA No. 04-0607.04) 4. Test reports on:1)Tensile Test,per FBC,ASTM E-8 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI-02-T090, issued on 01/13/03, both signed and sealed 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 Lxpiration Date: June 05,2018 Approval Date: May 07,2015 E-1 I awson 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-0p drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02--12539 HETI-02_-1726, BETI-02-1728, HETI-02-1736, HETI-02-1742, AETI-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) ' ' 00 2. Glazing complies with ASTM E1300-98/04 •••••• •••• •••••• .Goes. D. QUALITY ASSURANCE •••• • sees a GOGoe 1. Miami Dade Department of Regulatory and Economic Resousess(RER). .... ..:..' s GG oG .... ...... E. MATERIAL CERTIFICATIONS """ ' 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amiericp;Inc.tali#.heir :0** "Kuraray PVB Glass Interlayer",expiring on 12/11/16. '..' : .... o 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.Torlheir "Kuraray SentryGlasO Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Sailex CP-Saflex and Sallex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with 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 NDA 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 under NOA No. 11-4202.03) 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, HETI-09-2624 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.10-1112$.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI44-1377, HETI42-T095, HETI-02 T090, HETI-02-1253, HETI42-17269 HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI--02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and.03/0�/04, alt*S'lined and..•• sealed by Rafael E.Droz--Seda,P.E. 0..' ' . (Submitted underpreviousNOA No 05-1116.06) •••••• 0000 ••••e• ...... . G. OTHERS •••••• 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Indotries, Ing. fpr then;,,• Series "La Porte 8'-0" Outswing Aluminum French Doors--*Uf4.I.",•a;proved AB•••• 06/06/13 and expiring on 06105/18. •••••• •• . . . . ...... Jaime D.Gascon, .L Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 IMPACT n11BNCH OUT-SWING DOOR BILL OF MATBRRULS 148 1/81 Now U4t Width- mw/ DRTT'0 PART/ RRQD. DESCRIPTION RRILARB8 Poli+N Width ae a�ii'II°h'r epeolwe _Swing mw Width I L-901 LII-098 I FRAME HEAD 6063-T6 ALUMINUM ' C 33 13/16' max. ) p ('35,3/16' max. 1 2 L-902 1.11-097 1 FRAME SILL 6063-76 ALM" 3 L-903 1.11-090 2 FRAME JAMB 6063-T6 ALUMINUM5' 5' B a• 4 L-904 LU-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM16 T 5 L-906 LII-092 2 x panel PANEL TOP 6 BOTTUM RAIL 6063-T6 ALUMINUM SEE 6 L-907 L11-091 I x Panel HINGE STILE 6063-T6 ALUMINUM am M1EAT 91 T ZS• 7 L-909 1.11-094 11 x panel LOCK STILE 6063-76 ALUMINUM Max, OLD WIdL 8 L-909 LII-09S 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-TS ALUMPAN 9L-911 1.11^085 AS REGM %114 ROUND ALUIt BEAD-7/16' 6063^75 ALUN1F804 -I C /, D tIni 10 L-912 LII-087 AS REQ'D 1/4 ROUND ALUM BEAD-3/8' 6063-T5 ALUNINL01H /�� /�If rD-624-2 L-908 2 x poral HINGE LEAF ASSEMBLY 6063-TS ALUMINUM _ : %/12 VWS-001 TP 3286 AS REGM BWb Vinyl Wts• -Tenn Plasties,Ina See Materlat Can Map• position at Shoot 6 '""`1a Active ctiveI3 PWS-DM r AS REOD. WTSP.8 TOP/8077.RAILS Schlegel FS-.187'w.X 210'h14 PWS-Ne • AS REGIA. VTS'P.8 FRAME HEAD 6 JAMB SCM090 PS-dB7'w.X.330'h x`+ xIS L-910 LII-089 2 x pare STRIKER MOUNTING PLATE 6063-T3 ALLODMUX -poll n 16 FD-619 FD-619-L E x panel STJMER PLATE 6063-TS ALUMINUM :j a, Sidelite 17 re-631 LTI.096 AS RE011, GLAZING ADAPTER 6063-T6 ALUMINUM 18 MC-001 SF-5902 2 z Panel DELTA FLUSH BOLT (8 TOP 6 BOTTOM l0'I=STILET �� 40 19 FO-621-2 -024/025 1 SET MM LOCK/DEAD BOLT SET KWIKSET-Series 6907 COMBO /) lock a 20 FD-621-B M-0241M f SET DDDR LICK/DEAD BOLT SET SCHLA�-Series ram COMBO ..£ �DUBLE Sid lite 21 FB-621-EIC-Se4/025 1 SET DOOR LOCK/DEAD BOLT SET DEFIANT-Series Sal COMBO AOITLTT�DRR 22 r FS-035 AS REG'0. Frame Install.Screw-Hend (See Notes at sheet 4 of 6) ff �n 7'T --- --3 23 ■ FS-FS-035 AS REG'1 Frame Install.Screw-Jnnb/$M (Seo Notes at sheet 4 of W -- -- -^'- W- AT$M--- -'-- 4. 24 • FS-026 8 FRAME ASSEMBLY SCREW 012 X 3/4•PK-PBL .-L 25 r FS-012 AS REWIL JAMB ADAPTER SCREW 010 X 3/4'P.M.-PHI, '7 B 8• 86 FD-634 LII-171 AS REWD. 1/4 ROUND AUK HAD -IV16' 61163-1`15 ALUMINUM , 27 ■ FS-043 8 M AZING ADAPT.ATTACH,SCREW 118 X 1 1/4'rfl-PHI. ANCHOR NOTES: g{31 6, ac l/ 6• I 2B • FS-049 2/Panel Double RoB AssemlNy Scre■ 3/8'x2 1/4'Hex Screr 6 Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sldeUte) / le 3/4' 4 4 t/E' 14 11.-t$1404 3/�• 29 ■ r S REO'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. ar paLet) Inec4lvoe'panel) y0T1` 2. SEE SHEET 4 OF 6 FOR INSTALLATION Basle emohar anodes 30 r is AS REWM NEUTRAL CURE SILICONE Dos Corning e99 FASTENERS TYPES. u n at frame hand do eDI 31 ■ r AS RE(ra NEUTRAL CURE SILICONE Tremco S-500 3. SAME ANCHOR SPACING®FRAME HEAD &SIU„ �}IXa MERIOR F+I.EVATTIOI� 3 r 1. S REO'D. Laminated Glass see Pg.S Du ant-Sentry Glass Plus t,T eIAE�a 33 r r AS REGM Lanhwtod&"a see Pg.5 Dupont-PVB 1. QUALIFIBB HINGLB&MULTIPLE PANSIS(888 ELEVATIONS). y1Qy6S 34 ■ r S REO'A Laminated Glass we Pg.9 Saftax-PVR B• QUALIFIRB UNrr8 WPM AND WITHOUT SIDELT1'BS 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUDDING CODE -5th EDITION. 3.MAX.FROM SIZE 140 1/8'w. X 05 3/4%. OXXO 2).GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 35 ■ KC-002 2/Pnnel PANEL ASSY ALUM.PLATE 1 1/rx 2•x V8'(6063-T5 ALUM3 4. EXT& INT FAI.BB C014NIAL MUNITIN APPLIED W/SUJCONB. THE FBC 2014 CODE. 36 ■ HC-004 2/Panel Panel Ass'y Full Longht Rod 3/8'dn.-EGD Red,Plate,n6mW Nut 6. QUALIM 8111016 OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-611 8 H=ATTACHMENT SCREW 010 X 3/4'PH./PHI. 6. MAX.DAYIM OPENING WIDTH m 26' TRANSFER LOAD TO THE STRUCTURE&M BE REVIEWED BY BUILDING OFFICIAL. 3B ■ F3-044 1e SS11EI.tTE ATTACHMENT SCREW 0f0%f•PHIPHIL.-(17'OC max.) 7'' MAX f7AYLI1B OPENING BRIGHT a 88 1/8' 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABMAND ON 8. BBE EMATION AT SHBBT 1018 FOR MAX.ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 H C-�6 2PMBG3 6/JIM 1/2'lsa.Hein Plug-Nylon 6-6 HICRDPLASTICS-Rockwell M-79 9.ALL DIMWMON8 SPBCDI'IBD ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-W7 PP087BG11 2/Panel 7/0'Cie.Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell K-79 10). NO HURRICANE 8HU1TBA8 ARB REQIDRBD 5), SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATIOH FASTENERS TYPE. 41 ■ TIC-010 I/BIX.T FLUSH&X.T 381 Plug-Nylon 6-6 Sl1MG71PLASTICS Inc Rockwell M-79 8).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS xScomplying wiUnthaFfar(do ARE NOT PART OF THIS APPROVE 4R L-913 L11-086 AS REQ'D V2 ROUND FALSE ALUM,HUNTIN 6063-TB ALUMINUM Sending Cgd° /1� •O MITA9'ION3, 43 ■ r AS REWIL INT FALSE APPLIED MUNTIN 125'K AW STOCK ALUMINUM Aad• �,•/��+"C 1).MM. OP m *86 PSF W/ (4)Surface Bolts&Glass Types A, B. C& 0. - L-913 FD-623 AS REWA FRAME HEAD SHEAR PLATE 60tH-T5 ALUM"- 4'tong �- � (SEE LOCATION DETAILS®SHEET 3 OF 0 4S L-916 LU-ill AS RM l FRAME LOW SILL-OPTIMAL 6063-78 ALUMINUM 2). MAX.OP V6 PSF W/2-Paint Lock(`active)+ (2) Surface Bolts at Inactive 4b FD-63S etC-090 1 TWO-POINT F1.USH8�.T LDd( OPTIONAL(FOR t/-76.0 • 0 (Control 3). MAX. DP>a +76 PSF W/ Flat$III&must be used where water ItdiRration Is • }AO • not required or opening is protected by overhang ratio greater than one. 47 FD-626 FO-626-1 2/Penet FLUSH BOLT GUIDE ALUM,AR[d.E 1 V2•x I 1/2•x V8•Alun,Q69-TS • • • 4).MAX.DP a *86 PSF W/Multi-Paint Lock (1-acUve)+(1-passive) at Inactive 48 FD-627 FD-6E7-1 8/Parnet R-PdJoint S Lack Belt Glade ANGLE 3'x vis 1 CO.'Su f/e•Alun 60A3-TS • �j, • Rawlalan Note• �� ^/q T 7p 7' 49 ■ ■ AS REG'A Joint Sealant-White DAxarud 'Purvis .'Sugar Seal • • � y• 4>o comply w E8C2004-11/01/05 V78W( 1��JJ 8501 NW 90th St. 50 FD-638 HC- I SET LOCI(ACTIVE HANDLE 6 TRIMSET ASHLAND OW52MA-A r o (teeleae b comply w/H7 E007&added MEDLEY, FLORIDA 33166 0 522+ 51 FD-637 FII- 1 SET HULTI-POINT LOCK ACTIVE ASHLAND OW5110-STACTB A, , ;* Insulated Glenn 01/22/10 D ST (305) 696-8660 W FD-640 HC- I SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND OW3201A-P 1 g d Malt-Po1at Look 01/27'/11 MANUPACMJWR of QUALITr ALVAINVY 1RA+Do/3 AND GZMS DOW 53 FD-639 FIC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND%V5110-STPAS • 'Mn d to comply w/2010 FEC y,d,cava vo,t CUar+ And haennla aMe/YodW rrewr BAe o Ravi- F F•:tUyY Revised to ossa w 2014 TIBC NDA APPROYAI IMPACT FRENrJI Opp L Of 6 54 FD-641 HC- 2 x panel Mul"olnt Lock Bolt Wide NYL@(6-6 RaekweU M etnte•79 • + • "•ar4rd Doe, sac cArdr4 ++ a fr S5 �XFS- 4/Glade Bolt Wlde Attacrrant ipste_ 06 x V2'P,H/PHIL� • - , tQ : • Nelson Bra" Ql 18 16 La Porte Impact French Out-Swing Door 56 he-sw xLockLockTapFlaunt Adapter NYLON ADAPTER •• • , e• Nelson Braze O1 20 n 87 !x Lock Lack Bottom Mount Adopter NYLON ADAPTER DATE ! BOOa'n Ge. "w'Unanew+ 71+ ro N""0i' FO-2003 %wx.U�'snw G ••• • • • • ••• • . • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • 28 51W Its 7/8'Max Wt With S-I 73 9/16'Mox What 4ldgth Apt t¢ 74 1B/Max MNt 41tlth Wip Vidth IMATE-�1WLT� 30 l}Mt 4kIM Srin® A7 SHt I Stpin A7 SME 7 �IdeWidth 118'�N�7 1/ ppiWRSEAT SHGCI - P"Q Wth Pano196r J W 8 PMW Width 35 3/16"n < 3: 3/16' rtax A < 33 33!16• nax. A25, I r A I x II II i C �r• IHnxcj 1d ft.IX)Will— oil S C\ i � F,II , IIEJL�■D II If St $� xµ`a d t II Inactive $� II G � 2� 0 G w � Aayive !� JIII A tiv II � AojtVe G2 a r s Aa�,1,ve a r N i/ D B ® e I H I ® < la W%rT �'""""T � tZT 7 ALT "OXO" ELEVATION a "XX" ELEVATIONS "OX" ELEVATION a "X" ELEVATION nT "0" ELEVATION "MmE Max U '"nth APPROVED CONFIGURATIONS SEE KtERNA7E RC1r Sitlellte $ Ai SHEET SMtna PnrwI___ v�tn P t y�dth NOTES: -"TAtPorto"D�1Cf RRBI4CN OTTI8RIN0 DOOR-DB8i0N LOU CBABT t 3q nnx. ) t 35 3/16' wax. NUIIB� f M71a POP) A 1. ALL gLEVATIONS AREA GRAPHICAL REPRESENTATION .. .VIEWED FROM THE EXTERIOR SIDE. OWBB TYS '91�2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE I0080R8•A"&"B" ��) TYPE"B"TYPB"0'TYR"0" AND ARE AVAILABLE AS OPTIONAL. m m. mom. /7AM2 +/-(PMmm• +/-(psp)+/-(Pe?)+/-(Pay) 3. 1;EB PROM ASH SINGLE BOTTOM RAIL 101/4, S 186A I I1 3/16' ±76.0 ±76A +740 I c II Na D 4. W-SWING DOOR WITHOUT INSECT SCREEN. 18 t/4' S ±86A 17 3/161 +76.0 ±76.0 ±76A Be 1/4• 77• D ±86A 23 9/16' +764 ±76A XO v$0 C �., D / E �� D II i / ® 281/4' •� S ±864 29 9/161 ±7b�0 176.0 ±760 301/4' S t86A 213/16- t76A *76.0 ;7610 II II � 34 1/4• 9 ±86A 37 9/16' ±76A ±76A 27b4 301/4' 6 8864 113/16, ±76A ±78A ±TBA n ettve $� oMcav1yilaCTrfiw hapialtdl Q IB 1/4• 6 ±�0 17 3/l6' +764 ±76A ±740 �r AC VO I' AMitdWePW1�� •. 9O807 22 1/4' wt6 6 ±86A 23 3/t6' ±764 ±76A ±760 % IZO 28 1/4' 6 aB6A e9 3/16• ±76A 176.0 ±740 �$SITOPI 30 1/4' 31 3l 3!36• +76.0r76A +740 Cgak9 34 1/4• 6 r86A 39 3116• +76A r78A ±780 •OPERABLE PA}8:1.MUST MEET APPLICABLE RMORENENIS PER WA Mdi COIF. o I B II • • • • •O PASS MACAWS I OF At HM AT FRAME.MMM. • • ,r� •• • I� • Revision d t Notes: 7F' 'Tq 7' ® ll1 T i• ••�.�� , `V��' 4�. Ra7leod to comply w FBC2084-11/01/05 .bpd`/, P/r!/8YJ 1 q�7)( 8�1 NW 90th Si. BEE ALTERNATE 801.7 : fi22fi > Beaieed to comply w/FBC2007&added 3pg 98-8888 EDLEY, FLORIDA 33166 oPRONs A7 SHEET *: ted Claw 01/22/10 ( ) J of 8AeWand Balt-Point took 01/27/11 MANUFACMANS OP QUALM""MUM WINDOW INA D1A88 MW "OXXO" ELEVATION • ... - • • :a d to comply w/2010 RBC ,,..cam ran Pray tyr,ya lr 6.w./NOA.b ram ese"a • • • F.r W„• d to"nA w 2014 P80 x0A APPRBYAt IMPACT RIRICH 000R 2 of 6 ANCHOR NOTES: •.� •% •• 4;s`' "�0 °orNelson Bras:" of/1' is "La Parte" Impact" French Out—Swing Door 1. SEE ELEVATION AT SHEET 1 OF 6 FOR • •• �i 4V�©..••4: • ANCHOR O.C. MAX. SPACING AND LOCATIONS, xa ew Dap 2. SEE SHEET 4 r .6 FOR INSTALLATION i• • A/l il�l,`k�f,o��• Na1Mon Bram Ol 80 it FASTE7VER5'fYP DAA •15"2 tis �"a' � " ° °A°°aW�� FO-2003 1111 Lee: . .. .. . . . .. 1111 .•. . S/16'TAPCON V/ 11/2'NOTE�N p� 3/16'TAP=V/ (SEE S LOW FOR SPACING) 1 1/2'MIN EMBEJ 2 x(P.T,)W®D BUCK INTERIOR SIDE 1 x(P.TJ WOOD BUCK SEE ELEVATION T 1/4'MAX SHIM TYP. (SEE NOTE 3,SHEET D SHEET 1 OF 6 FOR SPACING 3 a 3 LOCK STILE 3 JAMB MULLION 19 0 21 15 18 MULLION JAMB 38 6 17 12 38 6 Active 7 48 7 Inoctive 6 12 6 17 6 38 •";; 33 Sldellte 27 39 12 23 36 17 SldeUte I.- v 1 1/4•"IN E=DIST TYP .�.•. I/a, I I .•. DLO Width�--i 't� Eag; 17 s nnce ti18" I--Pnnet Width 1a 11 27 12 9 10 t1 14 9 10 14 1/4' E MW EM8£Lt / n T O p EXTERIOR HIDE O (�2 MAX SHINTYP 1 �• UNIT WIDTH MIN EMBED (TYP.) 18 r8 ANCHOR NOTES: AcgveumadoR 1. SEE ELEVATION AT SHEET 1 OF 6 FOR Innctivv Acture DG78�oR tura Imetive ► I IB AgN�CHOR O.C.MAX. SPACING AND LOCATIONS, I p e / 2.PA5TL'�JS 4 OFPES.8 FOR INSTALLATION ♦•. Iencrts TY /0- $3 \ 1 B ME I EVIR0$SIDE I ActiveInactive L_J L,®J le oPTIo �L HOLT ® TOP RAIL 5 n SIDE LACK$TILM WITH FLUSH HOLT LOCK STILES WITH TWO-POINT LOCK 4 �SIDE FLUSH HOLTT g 6. Active Inactive tfO13 �r E9 17 18 B 16 (*) OPTIONAL SILL 5 I a�,',•.Ir• •1 EM ED.INTO I 28 INTERIOR SIDE ! 3300 PSI CONI (TYP.) EXTERIOR SIDE 18 OPTIONAL HOLT 03 BOTTOM Ren- � 1� =ER ILIN v/ 1 1/4' <SEE DETAIL ES FOR MOUNTING LOCATIONEDIT cwf 23 5 36 TWO-POINT MULTI-POIFLAT STI.(NMI Z WOO.OP a*70 PSF MAX.OP m t86 PSF TWO-POINT LACK LIMITATIONS: )mpRg 6 SIDELITES WITH THIS SILL TO BE 93 1/4'MAIL FRAME HEIGHT, 13 12 OPTIONAL LOCK AU D I). MAX.DP a Its PSF w/(a) r5T_ THIS TYPE OF SILL IS L1M[TEB TO s/-76.0 pDP DESIGN LOAD AND Surface Bona& Glen Types A B,&C. NWT BE USED WHM WATER INFILTRATIIIN IS N13T REQUIRED OR THE 22 2). MAX. DP- ±76 PSF W/ 2-Potrd EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR RODF 2• PRO" RO Lack(ccWe)+(y•Sarfade 1too ilfDctiv OVE HANG GREAWR THAN 13R EQUAL TO THE HEIGHT OF THE WALL Slit `W • WFC HIE DOMES LOCATED. SILL .p.Height ?• sem, Revision Notes;mp •• • y- PAWsed Oto comply w �4�l • • 8501 NW 90th St. �'.MIN EMBED.INTO 0 56225 d to comply w/FBC8007 6: dad MEDLEY, FLORIDA 33188 3500 PSI CONC.(TYP.) =* :•I; Insulated Glebe 01/22/10 (305) 888-8860 1' h&Iond I►ult-Point loatc 01/27/11 MWVPAC1V8en QF QQUJ9'Y AWMN it 17Nodss.HD GUM DWaS 3116•ELCO TAPCON v/ PRODUCT RMS OD .'C::' Revised to eamply w/8010 8—turn TAW-0—a� no+cva.ymia s•P+P+✓�r•s•o ,fwn aa..o 1 1/4• 1 U2'MIN EMBED, yg cmapiyltalwidl dM FlWWa r ;;•i:;. Itevlaed b • 14 (IAN.EDGE DIST.) 'SEE SHEET 1 DF B '; A'TE OF ,, • • NDA IMPACT iAtNClI DOOR 1 OF e �+LOCATMN AND SPACM) Coo' Q' ��;: •�" '"""'� Nelson i� °iii/18 is. :La;Porte;•Impaet" French Out—Swim Door ,,5 � Nelson W d �pI RO/1B • •• B2 OPTIONAL - DOUBLE L30TTOM c sarN D.aoou NA.* x.uHlw i...o RAIL DETAIL Pr�uacomrol DA 11' n.Ls. • • FD-2001 G ••• • ggppSTEEL em.f 3 I 1 T•--075 fit- '- 078 4.900--- —, SEE l6RT e + 33 t'1f II :050 ® ® 3 @IS 06E 'I 460 A96 TOu�taE� L. I 1.750 1 1/2 17 I- 1.299-I .L—I .909 X074 ,127 '697 GLA2IHG ADAPTER QUARTER ROUND I (k g g g TWO-POINT SfP�TAND�K �L-910 28 VD-034HEAD O PANEL HINGE STU (� HEAD @ 4 49 ANGLE GUIDE A-907 g� Big � � 119 ff 730 .726 I 4.187 l 9 p t3 150 2,031 ---IT I�8 A99 d� Ab4 �i4 2,000 [ $ R QUART$R ROUND 1.750 079 11 HINGE:a 10 91aeEAD b I 4.900 I 1�,070 5.09 n PLUSHKK BW fm O PANEL TACK STILE �!"AM SILL ®ANGLE GUIDE .933 5 7 #Li v 1 1/2,two #FD-8E9-1 01636 �I 1.79---) I- -1,750- 3" .750--I 1012 F fg�� pp�� f�,� �� QUARTER ROUND 1 ,066 063 LOCK�ACTIVE LOOtIPASSIVE 1250 �(1/41 HEAD 125 _..�.�. �i SIL-911 we AL4 E} `y1 ga 1.625 0,198 .069 r felt E, .045 �S b 4�F ROUND O A APM 4.000 .072 .5OO JA ADAPTER 0 o t UE• #L-018 /L-909 A9 ® 04 III .08E ,100 � 81 82 53 ih I/8• IF 010. oaHlon•T4amMlaal 4x49 ALUX PE PANEL me G av1 No.t 498 100 ALUMINUM PLATE bTM -{ .136 3B S° LONA t>aovatortimduec°A".l0aee 73 !)•7240 HC-0O2 1.4s 0078 taoae 'Pa,eOeSuaiBih.P$1 1090 D434 BOTTOM TOP de FRAME JAMB FRANC HEAD SHURR PLATE ACT�yE Nppl trw.em»+mass a4o,o »die o BtrrraM BArL „ba 6 T&I � 6ASSIVE tTwFtOIE Mcdulue�j100Wt0mge0a.PB 165.0 D4t0 141•-909 O #Li 4� 11L-910 TRIM .i AI.O D•T46 ' AL ASIM Q 1.ALT.DAtSIONS SPECIFIED ARE IN iNA 2A6e Q Duo Wtllatdaoel"A°.l0aeo 73 W240 2.BBE 13TJPIATItM AT mq m 1 OF 8 FOR w 9 8pee0teOsadH 1.43 D7PE _ �� a 1DOmdo �togD% 1323,0 .4430 RODUCTRWISU IMIX.SPACING AND LOCATIONS IHadaln¢,11�YJmgtdea.P81 245.0 D439 n cotnplgk@I Trlai4a FRAME�•------45 2746 @ � « ��,y..,y�pQ.Q� r•1 ROTs:46 IA6� BILL TRomm j 130TW • • i . . RESER To DETAtL•or AT SHEET 9 a DF 6 ggpp rwrL%T PR ••• • . • •• FOR ADOITHINAL NOTES AND LIMITATIONS, ,4••.;��sr �eomp(q e�•� SJ� •VS 0 1 Q 85Ot NW 901h St. 2� g 3 to oom*s/FOC2007 k added MEDLEY. FLORIDA 33166 p, n 305 890-8800ST E L90LZ. * i Jr sled Olaae 01/D9/10 ( ) •�-8iAU6CSS EIE0.8LLT aY t d malt-palnE Wok Ol/R7/It 1UND).{Qyp1R8Jt V QHIL/TY dMMM WNWW9 AM 08498 4111 O;.`. to aempty s�o011).�f� A—Clem Pmt 4, na o oeae. awe/a'aaa ltdv ' abs a _ u��1a•na s33 ci-neo earn • Optional 08.0Multi—Point at DP) Looks oa are•Oa SU W-sae Pan '; Of :�wy xw.a a: oom tG tou we HSA APPROVAL 01PACT HEH o�R OPTIONAL ( P ) INACTIVE-PANEL c ov;:�2,,• Nalnsa 1Ia� .os I ;Iia•Porta."err French Out—Swing Door 46 TiPaINT LOCK Active Lock as Loc 1$ .•' Q mss • • . • • • • LOCK#HC-050 ASHLAND 9V5110-STACT9 ASHLAHII NV9110-STPAS4 FLUSH BOLT AHC-12411 i�SS+•. dd�GG�.��l.� Haleoates�a o1 is •• • 76.0 Pat DP) NAH=t TiRMET HANIILE 6 TRIMSET 4 a, itrf9l aauu hd • o.aw..e avaa.a FD-2003 a wmn twar ASHLAND aW520tA-A as!£ANO®V9EOIA-P DA G • ... .. .0 tE aA � ' _ II )50 I ._ — • - [ STF D11Lr :TEFL BOLT A�gg /� 875 �I 0[ Il 9 _ °o •- _•fid 6 • • • � :�• • i a# ,IcuE �i IES f 1—cam 'sv-n1 ..6� I ••• I�.aE'•' �• •,9 �� 1,r,,s7 k:3 1,rp QUARTER R I4D n--- !�-�� ro- gg FLUSH I IT AND G `g pG A -IFIL (:. 41/78' RE. 1 I Ir_FIAMFI Hf: gg 8 1710-POI i LACK .---_ .� — ,YFD_634 - 8 PP E L FIINGF:: .: •• e. l .1 JIv-901 $ 8 $ I ANGIE C I)E - •. ••:-9911• . . • • �—I.PS ._. fill I L -6 p ._..... ..113 ; .730 1 .72• I �17i o rI • • •• -Cis-_ e6 5 1 t I r I ` `� .09E 12.iG __ r 2.031 _"i •---I-.9C8 I g g$ r �FRNC LEA>r /Cl :UANTER Fi,'C 'D 1.750 �', .07' 1I7 r� -- -� C:J /L \_ ;1/0') HEAD f 0 07(— _.—_ s.os --- I--- -- 4.500 - - --I, 'll OE ANLL f :K fILE R R 8 a INACTIV ANEL _ r v 4 i d FI.UBH ,T 7 ]'•. S _ f71 ANG'X I DB 8 i L-POG - fP-80R L 1/2" 14G —--- ----- --— _' YFD p2', t 1.75 ---- ---'-- L B -- -I. - --I -- 'L. _I os3 QUI.11 R .NO -- I Oi,( - I�IOCK 'T1JI: r :.'KI FASSI�JE \ I (I/I-) flEA __L: .Ic" r �. I 1 ` 12so � 0I,all_ 07�T 4,r u -u- jll— .z :_ CY..INDI I _ 'Q I fi,`3--{ 1198Alf 1 p, 4 HALF ;)UND Ob2 I 4.. 10 n72 ♦ r 4-1)� FALS' IUNTIN RAIL.ADA '?R g.] ITLRN i"� iD �) �1 �. 1 U2 :�I @�9 umaro ( I, �L 90 095__ �s. - NLS--804 S A rTEI. >1 I.1/E'• _�m :"lcil�caD1 !S4= enq o. e�{r2 II --—4.3 SIDELCI' PAI,EL 4. PPICB :Corr��6 '�'� - It �. l2 -,ALUMO, !: PLATE Jf F91YS4CA7 A.Sfi 2 LOA Deva.o:F' Ica"„•lo.w 7:. 0")' -- - �i 11 [;_p own 141 143 D I I EL'I'OP E' — -- --' I_ 7t •� 1)5 / 7loms2l,”. ,PSI !610 Ili CaJ F _-- --- L. "t-OLE � PAS .E w,NDLE lltri�e Ell, ,iug 90 !�f0.0 I+= `I I 'TOt9 RAIL �`� FR i is j.tMg '44�FRAME I All SHEAfi .►7'i 6 it :EI" a I6 7 �iE7 .-_..—__ DfeduhavQ �58lo,gtlian,PSl 764.0 Db', I' 9oEl 3 g k ssm lo,�nBrlg :a .3io D•; GcmMin 2pT J8 � �P9YSIfA m>s --.�A41 ,t0 pp Ihrvm:rc,I Ice:"4",IO eo, 15 0.27 1.IJ.l. I lENt0ONl1 31 I NHT ARE L NCf1138 9 I S xtlP:Gm 145 D E. SBE I EYA'dION AT I ERT 1 OF[ :OF 'I'casik Saa ,PSI 1640 Db ANCIi I. 0:0. HAa. ACD'10 AND :AT13N8 tlltm,ticTk ,ioa,;t. 3L•.0 D4 'RODUC .'VIS BD a Naluh- b I I'.Fkegmw,,I'S 761.0 D.Occon,plyl 4u,114MI11da ^Tco a? Asia j r .,/ I9 CI s'', ��1"t f9:1 FRU W+r St'd � a taecpl8ya I � _J�1L PROFS' I ;J-44e; �.�,"• RI 'i T[I 11E"AIL !)'i(r SHEET 3 U'6 a ;J C FI ADDITIDN4, r 'CS'VD LINtt Ot s T TEN •� �I —._L� I ' ( 1 onuol -- --- _ Ilt 11E (� ♦♦ :,- Revfe i NuCmn .--�• y — ♦♦ •!`�°., win Is emnp� CZ/174--Ili < 1 13 - CI!�'� 90th !re'1L a$.5 Revive 11 ecmyay w/ C2037&ad, 1- id�1 Id. IFI, "L071DA 131 vlf ST. 1 60.�� i :TEEt. T __ _. *' ,• % '.7'-" sole I Oleee Ol/DD �� : ' 3 �; C :l '1 ?i 3-666C ✓' , I ,; Aehtov lull-Pal L r 01/$7/11 WallUC17�N81 I P QI 4LM AL 8GN I/N701I .D:.L[88 DDD. _cv.=.-_ .,..•_ a .— STAINLE! :TEFL DMI a> Revlae If ea a 110 hHC I— 0 iOn.al M iti--Pain Lock:3 •''in6•an .i-leo P.n U'> rU' / a ew n�crd:� J ..ve DD.$ r ase P.n CIF �: evl�o 1.eam!i_aj .14 DRO uoA APP00 IUPAa NtH DOOF _.. i )PTI9N11L (+/- 1 0 Faf DIP, I' �� ruwm --nou,inet i u n `„. P: Ns]son Bra oi/i9 )La •rte In act" P`t zc,i ()ll'i to c; (9 IIRO.PCIINT nCIC alvri tol.k r i lock" 18 INA CIT -PANEL p{L,•� �♦ A .--- n� LOCfi. ILC- i) ASHi_i� MW31I0-S7A , A^HLAND 'i110-STPr[.S4 C�,IFLIJSH )IT AHC'-Ol, 'IAo 4 Nelean Rrc 01/20' _ _ T ._,.,.B.G pa ISP)- Nf LE ITTRIN f JHP YDLf 12OINSE7— , I eII Lf�' �. •_ .—.-_r. �nA •-rye rAe.cw. .- .r.�. ...._ FO- ASHt. 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S90' SW lntvr0 EXTERIOR Ire•vAet-Str tho d aaaa 6tGCr$-4.0 C-VE-..�-0 d 1/4'INBIB.ATED AIR SPAU. etia•r,NARK GL ING ,x1IL d!21/H•TOW0 0 GLASS Jnr "YP�.Y°a%z RM 814 SHS 1St S WINTO Al. tNG SCREWS MTB MS SCLC LING!CREWS a14'.q&tt#Ag1 nut o' (SEE FATES FSR SPACING) 4SEE MGTEB FFORRUSPACM � '�' 1. OIHa Tfdt.HIR 1. TUR' is GA MIF! .�. .�. 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